Sheet Piling Handbook - Steelcom

Sheet Piling Handbook3rd editionHOESCHSPUNDWAND UND PROFILA Member of the Salzgitter GroupPEINERTRÄGERA Member of the Salzgitter GroupThyssenKrupp GfT Bautechnik

Sheet Piling Handbook3rd editionStatus 04/2010All the details contained in this handbook are non-binding. We reserve the right to make changes.Reproduction, even of extracts, is permitted only with our consent.The terms LARSSEN, UNION, SIRO and WALL used in this handbook are registered trade marks.

Content1.0Section product rangeDesign tables conforming to EAB2.0Section illustrations and data3.0Available typesTerms of delivery4.0Steel pilesBox pilesSteel sheet pile wallsWide flange bearing pilesWide flange beamsPipe pilesPipe pile wallsAngle walls5.0Special services6.0Anchors/anchor equipmentDriving, extracting, drilling and pressing equipment

1.0Section product range1.1 LARSSEN sectionsProduct rangePages 1 to 31.2 HOESCH sectionsProduct range1.3 UNION straight-web sectionsProduct rangePage 4Pages 51.4 Lightweight sectionsProduct rangePage 6 to 81.5 Trench sheeting sectionsProduct range1.5 Design tables conforming to EABCalculation principlesSoil characteristicsCalculation for 27.5° to 35°Bending moments withstood by LARSSENand HOESCH sheet pile sectionsPage 9Page 10Page 11Pages 12 to 19Pages 20 to 21

2.0Section illustrations and data2.1 LARSSEN sections2.1.1 Section illustrations and data Page 1 to 252.1.2 LARSSEN corner sections Page 262.1.3 ThyssenKrupp Wall Corner sections Page 27 to 282.1.4 Corner piles Page 29 to 322.1.5 Junction piles Page 332.2 HOESCH sections2.2.1 Section illustrations and data Page 34 to 492.2.2 Junction and corner sections Page 502.2.3 Finger–and–socket elements, dimensions and weights Page 51 to 542.2.4 ThyssenKrupp Wall Corner sections Page 55 to 572.2.5 Corner pilesPage 58 to 602.2.6Junction pilesPage 61 to 632.3 UNION straight-web sections2.3.1 Section illustrations and dataPage 64 to 662.3.2 Corner piles Page 672.3.3 Junction piles Page 682.4 U steel conforming to DIN 10262.4.1 Section illustration and data Page 692.5 Lightweight sections2.5.1 Section illustrations and data2.5.2 Corner piles with CFC 90 Wall sectionsPage 70 to 90Page 912.6 Trench sheeting sections2.6.1 Section illustrations and data Page 92 to 95

3.0Available types, terms of delivery3.1 Interlock designsPage 13.2 Steel grades and terms of delivery forhot-rolled sections3.2.1 Steel grades for hot-rolled sections3.2.13.2.23.2.3Higher-strength, weldable sheet piling steels suppliedto works standardsÜHP proof of conformity for steel sheet piles accordingto “Bauregelliste A”, Part 1Deviation limits and dimensional tolerances for hot-rolled sheetpiles made of unalloyed steels conforming to DIN EN 10 248-2Page 2Page 23.2.1 Materials – Standard steel grades for PEINE sections Page 2Page 3Page 43.3 Steel grades and terms of delivery forcold roll formed sheet piles3.3.1 Steel grade for cold roll formed sheet pilesconforming to DIN EN 10 249-13.3.1 Deviation limits and dimensional tolerances for cold rollformed sheet piles made of unalloyed steels conformingto DIN EN 10 249-2Page 5Page 53.4 Available types/handling holes and cramping/welding3.4.1 LARSSEN sections3.4.2 HOESCH sections3.4.3 UNION straight-web sections3.4.4 Lightweight sections3.4.5 Trench sheeting sectionsPage 6 to 8Page 9 to 10Page 11 to 12Page 13 to 14Page 153.5 Fitting the section interlocks together3.5.1 LARSSEN3.5.2 HOESCH3.5.3 UNION straight-web sectionsPage 16Page 17 to 18Page 18

4.0Steel piles, pipe piles, composite sheet piling4.1 LARSSEN steel pilesProduct rangePage 1 to 124.2 HOESCH steel pilesProduct rangePage 134.3 UNION steel pilesProduct rangePage 14 to 204.4 LARSSEN box pilesProduct range4.5 PEINE PSp steel sheet pilingProduct range4.5.1 Dimensions and weights4.5.2 PEINE PZ intermediate sections4.5.3 PEINE P locking bar4.5.4 PEINE PSp box pilesSingle pile without locking bars4.5.5 PEINE PSp box piles with locking barsPEINE PSp box pile wall, combination C1/C234.5.6 Composite PEINE sheet piling4.5.7 PSp part sections for corner and junction piles4.5.8 Examples of PEINER corner sections4.5.9 Corner constructions with composite PEINE steel sheet piling4.5.10 Driving instructions for PEINE PSp/PZi sectionsPage 21 to 27Page 28Page 29Page 30Page 31Page 32 to 41Page 42 to 43Page 44 to 56Page 57Page 58Page 59Page 604.6 PEINE PSt steel pilesProduct rangePage 61

4.0Steel piles, pipe piles, composite sheet piling4.7 HP steel pilesProduct range for W ide flange bearing pilesHP 220 – HP 400, HP 8 – HP 14Page 62 to 644.8 HEB wide flange beamsProduct range for HEB Wide flange beams 100 – 1000 Page 65 to 66conforming to EN 10254.9 Pipe piles/pipe pile walls4.9.1 Pipe piles4.9.2 Pipe piles with LARSSEN intermediate pilesPage 67 to 68Page 69 to 744.10 Angle wallsPage 75

5.0Special services5.1Special services5.1.1Project planning, sale/hire, service,Page1project supervision from a single source5.1.2Design and evaluation of bids, consultancyPage25.25.3Quality assuranceInterlock sealingPage 3Page 4 to 55.4 Corrosion protectionPage 65.5Welded structuresPage75.6Anchors and accessoriesPage85.7Knife-edge bearings on steel sheet pilesPage95.85.95.10Testing interlock tightnessDriving capsStarter weightPage 10 to 11Page 12 to 21Page 22

6.0Anchoring/anchor equipmentDriving, extracting, drilling and pressing equipment6.16.1.16.1.26.1.36.26.2.16.2.26.2.36.2.46.2.56.2.66.2.76.2.86.2.96.2.106.2.116.2.126.2.136.2.146.2.156.2.166.2.176.2.186.2.19Anchoring/anchor equipmentAnchor connection to PEINER PSp sectionsRound steel anchor with rolled threadSizes and weights of accessory partsTITAN micropileDriving, extracting, drilling and pressing equipmentMüller vibrators for driving and extractingMüller diesel-hydraulic power packs for vibratorsMüller hydraulic clampsMüller safety clampsMüller excavator-mounted vibrators andexcavator-mounted leadersMüller drilling equipmentABI MOBILRAM systems for driving, extracting,augering and silent pilingABI excavator-mounted equipment forTM telescopic leader systemsABI vibrators, adjustableABI auger drivesABI MOBILRAM systems for silent pilingABI BANUTMenck hydraulic drop hammersRotary drilling equipmentDiesel pile hammersHydraulic hammer drillsHydraulic Drill RigsDrill rigs for well and geothermal drillingMinipiling Drill RigsPages 1 to 2Page 3 to 4Page 5Pages 6 to 7Pages 8 to 17Page 18Pages 19 to 20Page 21Pages 22 to 23Pages 24 to 25Pages 26 to 28Page 29Page 30Page 31Pages 32 to 33Page 34Page 35Page 36Page 37Page 38Page 39Page 40Page 41

1.0 Sheet pile sections

1.1Section product rangeLARSSEN sectionsLARSSEN 755LARSSEN 703LARSSEN 703 KLARSSEN 703 10/10 3)LARSSEN 704LARSSEN 600LARSSEN 600 KLARSSEN 601LARSSEN 602LARSSEN 603LARSSEN 603 KLARSSEN 603 10/10 3)LARSSEN 604 nLARSSEN 605LARSSEN 605 KLARSSEN 606 nLARSSEN 628LARSSEN 607 nLARSSEN 22 10/10 3)LARSSEN 23LARSSEN 24LARSSEN 24/12LARSSEN 25LARSSEN 43LARSSEN 430SectionmodulusW y1)cm³/mWall200012101300134016005105407458301200124012601600202020302500278032001300200025002550304016606450cm³/Singlepile580414426437529130133251265330340350415520537565584649369527547560562483–Weightkg/m²Wall127.596.4103.0108.0115.094.099.078.089.0108.0113.5116.0123.0139.2144.5157.0165.5190.0130.0155.0175.0185.4206.0166.0234.52)kg/mSinglepile95.667.572.175.680.556.459.446.853.464.868.169.673.883.586.794.299.3114.065.077.587.592.7103.083.083.0Secondmomentof inertiaIycm4/mWall4500024200259502680035200382540501152012870186001922019530304004242042630543756338072320221004200052500536106384034900241800Sectionwidthbmm7507007007007006006006006006006006006006006006006006005005005005005005007084)Wallheighthmm450400400400440150150310310310310310380420420435456452340420420420420420750Backthicknesstmm11.79.510.010.010.29.510.07.58.29.710.010.010.012.512.214.416.319.010.011.515.615.620.012.012.0Webthicknesssmm10.08.09.010.09.59.510.06.48.08.29.010.09.09.010.09.29.810.610.010.010.012.011.512.012.0yhbtbsye 1) The section modulus values may only be used instatic computations if at least every second interlockin the wall is crimped to adsorb shear forces.e 2) Wall assembly fabricated from LARSSEN 43 sections.Where quad pile assemblies are supplied, allowancemust be made for the weight of the weld seams andreinforcements.e 3) Rolling/delivery on request only.e 4) With the use of quadruple pilesb = 1416 mm1Lengths from 30 m to 36 m on request.The basis for billing is the weight of the single pile (kg/m).

1.1Section product rangeLARSSEN Rolled-down sectionsLARSSEN 755LARSSEN 703LARSSEN 704LARSSEN 600LARSSEN 602LARSSEN 603LARSSEN 603 KLARSSEN 604 nLARSSEN 605LARSSEN 606 nLARSSEN 628LARSSEN 607 nLARSSEN 23LARSSEN 24LARSSEN 25-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5Sectionmodulus1)W ycm³/mWall1920115015304807901150119015401950241027003130193024402980cm³/Singlepile573408523124254320335415515560575671539542625Weightkg/m²Wall124.093.0111.490.085.5104.5109.5119.5135.5153.7161.8186.5151.6171.6202.6kg/mSinglepile93.065.178.053.451.362.765.771.781.392.297.1111.975.885.8101.3Secondmomentof inertiaIycm4/mWall43200230003366036001224517825184452926040950524206156070740405305124062580SectionWidthbmm750700700600600600600600600600600600500500500Wallheighthmm450400440150310310310380420435456452420420420Backthicknesstmm11.29.09.79.07.79.29.59.512.013.915.818.511.015.119.5Webthicknesssmm9.77.79.29.17.67.98.78.88.89.09.610.49.89.811.3e 1) The section modulus values may only be used in static computations if at least every second interlock in the wall iscrimped to adsorb shear forces.Lengths from 30 m to 36 m on request.The basis for billing is the weight of the single pile (kg/m).tsyhybb2

1.1Section product rangeLARSSEN Rolled-up sectionsLARSSEN 755LARSSEN 703LARSSEN 704LARSSEN 600LARSSEN 601LARSSEN 602LARSSEN 603LARSSEN 603 KLARSSEN 604 nLARSSEN 605LARSSEN 606 nLARSSEN 628LARSSEN 607 nLARSSEN 23LARSSEN 24LARSSEN 25+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5SectionmodulusW y1)cm³/mWall2060127016705407908801250129016672090257028503270207025603100cm³/Singlepile586433548132246264340343421525570590681551581626Weightkg/m²Wall131.5100.0118.699.081.892.5111.5116.5126.5142.5160.5169.0193.5158.6178.6209.6kg/mSinglepile98.670.083.059.449.155.566.969.975.985.596.3101.4116.179.389.3104.8Secondmomentof inertiaIycm4/mWall4635025400367404050122451364019375199953167543890559006498073900434705376065100Sectionwidthbmm750700700600600600600600600600600600600500500500Wallheighthmm450400440150310310310310380420435456452420420420Backthicknesstmm12.210.010.710.08.08.710.210.510.513.014.916.819.512.016.120.5Webthicknesssmm10.38.39.89.96.88.48.59.39.29.29.410.010.810.210.211.7e 1) The section modulus values may only be used in static computations if at least every second interlock in the wall iscrimped to adsorb shear forces.Lengths from 30 m to 36 m on request.The basis for billing is the weight of the single pile (kg/m).tsyhybb3

1.2Section product rangeHOESCH sections (Finger-and-socket interlock)HOESCH 1105HOESCH 1205HOESCH 1205 KHOESCH 1255HOESCH 1605HOESCH 1655HOESCH 1705HOESCH 1705 KHOESCH 1755HOESCH 1805HOESCH 2305HOESCH 2405HOESCH 2505HOESCH 2555 KHOESCH 2555HOESCH 2605SectionmodulusW ycm³/mWall1100114012001250160016501720170017501800232024002480254025502600cm³/Singlepile62865569071992094998997810061035133413801426146014661495Weightkg/m²Wall101.0107.0112.5118.0107.0111.9116.0117.0120.8125.0142.3148.0152.0155.0158.1162.3kg/mSinglepile58.161.564.767.961.564.366.767.369.571.981.885.187.489.190.993.3Secondmomentof inertiaIycm4/mWall14300148201560016250280002887030100297503062531500406004200043400444504462545500Sectionwidthbmm575575575575575575575575575575575575575575575575Wallheighthmm260260260260350350350350350350350350350350350350Backthicknesstmm8.89.510.210.89.29.610.09.510.410.811.512.112.512.813.013.3Webthicknesssmm8.89.510.210.88.18.59.09.59.59.98.49.09.510.010.010.3Lengths from 30 m to 36 m on request.The basis for billing is the weightof the single pile (kg/m).tsyhybb4

1.3Section product rangeUNION straight web sectionsFL 511FL 512FL 512.7 1)SectionmodulusW ycm³/mWall909092cm³/Singlepile454546Weightkg/m²Wall136.0142.0146.8kg/mSinglepile68.071.073.4Secondmomentof inertiaIycm4/mWall350360360Sectionwidthbmm500500500Wallheighthmm888888Thicknesstmm11.012.012.7e 1) Rolling/delivery on request only.Lengths from 30 m to 36 m on request.Sections with other wall thicknesses can also be supplied.The basis for billing is the weight of the single pile (kg/m).yhtybb5

1.4Section product rangeLightweight sectionsKL 3/4*KL 3/5*KL 3/6KL 3/7*KL 3/8TKL 3/9SectionmodulusW ycm³/mWall276339410460540680Weightkg/m²Wall41.155.866.078.088.0106.9kg/mSinglepile31.639.146.254.661.574.8Secondmomentof inertiaIycm4/mWall204225023080350040505120Sectionwidthbmm700700700700700700KL 3/4 to KL 3/8 and TKL 3/9Wallheighthmm146147148149150160Backthicknesstmm4.05.06.07.08.09.0Webthicknesssmm*No section that is available ex stock.Available lengths: up to 12 m (from 12 m to 14 m on request)Warehouse lengths from 3 m to 8 mThe basis for billing is the weight of the single pile (kg/m).KL 3/4 to KL 3/8tyhysbTKL 3/9tyshyb6

1.4Section product rangeLightweight sectionsSectionmodulusW ycm³/mWallWeightkg/m²Wallkg/mSectionSecondmomentof inertiaIycm4/mWallSectionwidthbmmHP 290S-4 to HP 290S-9WallheighthmmBackthicknesstmmWebthicknesssmmHP 290S-5HP 290S-6HP 290S-7HP 290S-8HP 290S-977493310801230138069.783.797.6111.5125.649.559.469.379.289.210920135301570117896208967107107107107102942962983003005.06.07.08.09.0Available lengths: up to 17 mWarehouse lengths from 8 m to 12 mThe basis for billing is the weight of the single pile (kg/m).tshb7

1.4Section product rangeLightweight sections ZK 785-5 to ZK 785-9 and ZK 675-5 to ZK 675-9ZK 785-5ZK 785-6ZK 785-7ZK 785-8ZK 785-9ZK 675-5ZK 675-6ZK 675-7ZK 675-8ZK 675-9W y60572483695110679721164135015401728Available lengths: up to 12 mSectionmoduluscm³/mWallWeightkg/m²Wall53.464.274.484.895.362.174.486.598.7110.8kg/mSinglepile41.950.458.466.674.841.950.458.466.674.8Secondmomentof inertiaIycm4/mWall8395100531165713302149441850022131256982933232914Sectionwidthbmm785785785785785675675675675675Wallheighthmm276277278279280376377378379380Backthicknesstmm5.06.07.08.09.05.06.07.08.09.0WebthicknesssmmThe basis for billing is the weight of the single pile (kg/m).ZK 785-5 to ZK 785-9tsthhZK 675-5 to ZK 675-9bsb8

1.5Section product rangeTrench sheeting sectionsKD VI/6KD VI/82)KD 4/42)KD 4/61)1)SectionmodulusW ycm³/mWall18224270102Weightkg/m²Wall62.583.336.755.2kg/mSection37.550.014.722.1Secondmomentof inertiaIycm4/mWall726968168254Sectionwidthbmm600600400400Wallheighthmm78804850Backthicknesstmm6.08.04.06.0Webthicknesssmm1)Warehouse lengths from 3 m to 8 m2)Warehouse lengths from 3 m to 4 mAvailable lengths: up to 12 m (from 12 m to 14 m on request)The basis for billing is the weight of the single pile (kg/m).KD VI/6 and KD VI/8ytshybKD 4/4 and KD 4/6tyhysb9

1.6Design tables conforming to EABCalculation principlesLoad q = 10 kN/m²h AAH [ kN/m ]Anchor or waling forceLhh AhtLMW Kheight of anchor or walingwall heightdriving depthpile lengthbending momenthead deformationGroundwater(on both sides)ÑtThe calculations are based on the Recommendations of the Construction Pit Working Party (EAB)(4th edition, 2006). The calculation assumes a rectangular soil pressure profile, as a continuousrectangle with support towards the top and as a stepped rectangle conforming to EB 70 withsupport towards the bottom.Previous construction states have been disregarded.10

1.6Design tables conforming to EABSoil characteristicsSoil typeNONCOHESIVE SOILSGravel, sand, NGG, NGSnarrow grading with NU* < 6Gravel, sand,broad or discontinuousgradingGravel, sand,broad or discontinuousgradingCOHESIVE SOILSSilty soilsSlightly plastic silts(W C* < 35%)AbbreviationtoDIN 18196GW, GI, SW, SIwith 6 15GW, GI, SW, SIwith U > 15ULModerately UMplastic soils(35% W C 50%)COHESIVE SOILSClaysSlightly plastic TLclays(W C < 35%)Moderately TMplastic clays(35% W C 50%)Pronounced TAclays(35% W C 50%)COHESIVE SOILSOrganic soilsOrganic silt OS and OC*and organic clayBedding/stateLooseModeratelycompactCompactLooseModeratelycompactCompactLooseModeratelycompactCompactSoftStiffSemi-solidSoftStiffSemi-solidSoftStiffSemi-solidSoftStiffSemi-solidSoftStiffSemi-solidPastySoftStiffAngle Cohesion Relative densitiesofinclinec' k c' u,k Damp Saturated Withupliftf’k [ ° ] [ kN/m² ] g k [ kN/m³ ] g k [ kN/m³ ] g k [ kN/m³ ]30.0 - 32.532.5 - 37.535.0 - 40.030.0 - 32.532.5 - 37.535.0 - 40.030.0 - 32.532.5 - 37.535.0 - 40.027.5 - 32.522.5 - 30.022.5 - 30.017.5 - 27.515.0 - 25.017.5 - 22.5---------02 - 55 - 1002 - 55 - 100 - 55 - 1010 - 155 - 1010 - 1515 - 205 - 1515 - 2015 - 2502 - 55 - 10---------5 - 6020 - 15050 - 3 005 - 6020 - 15050 - 3 005 - 6020 - 15050 - 3 005 - 6020 - 15050 - 3 005 - 6020 - 15050 - 3 002 - 205 - 6020 - 15016.017.018.016.518.019.517.019.021.017.518.519.516.518.019.519.020.021.018.519.520.517.518.519.514.015.517.018.519.520.519.020.522.019.521.523.58.59.510.59.010.512.59.511.513.5c' k = cohesion of drained soil; c' u,k = cohesion of undrained soil (0 is set for f(= U,K associated angle of incline))For the application of the values from this table, please refer to EAB, Appendices A1 to A4.19.020.021.018.519.520.519.020.021.018.519.520.517.518.519.514.015.517.09.010.011.08.59.510.59.010.011.08.59.510.57.58.59.54.05.57.011NGG = narrowly graded gravel | NGS = narrowly graded sand | NU = nonuniformity | W C = water content at the flow limit

1.6Design tables conforming to EABCalculationGround load:Angle of incline:p = 10 kN/m² (constant load) Bulk density g=19 kN/m³g' = 9 kN/m³j' = 27.5° (unanchored wall dp = 1/2 j)d=(anchored wall: redistribution of soil pressure as far as bottom of pit,± 2/3 jprevious construction states disregarded, design values)27.5°LF 2Freely supported wall Fully pinned wall Unanchored wallh[m]h A[m]A h,d[kN/m]max. M d t[kNm/m] [m]L[m]SectionA h,d[kN/m]max. M d t[kNm/m] [m]L[m]Sectionmin. M d[kNm/m]t[m]L[m]SectionW k[mm]2.002.202.402.602.803.003.203.403.603.804.004.204.404.604.805.005.205.405.605.806.000.200.600.200.700.200.700.300.800.300.800.300.900.301.000.301.000.401.100.401.100.401.200.401.300.401.300.501.400.501.500.501.600.501.600.501.600.601.700.601.700.601.8017.5520.9020.3624.7423.4328.0327.3231.5530.7836.2234.4541.2338.3246.5542.4751.0147.6056.9052.1361.7756.8668.2161.8074.9867.0280.6273.4187.9578.9993.9884.79101.8790.79110.0896.99116.89104.62125.66111.37132.93118.23142.2710.705.5113.906.4817.739.0120.6212.0725.4513.8130.9715.6937.2217.7244.3922.4749.6625.0558.1430.7867.5233.9777.8437.3589.3844.9697.7649.05110.8957.86125.1462.69140.5567.77157.1678.92169.3184.85188.4897.71208.61104.561.421.271.541.351.671.481.771.611.891.702.011.792.131.882.252.002.352.092.472.212.592.302.712.392.842.522.942.613.062.733.172.813.292.903.413.033.513.123.643.253.763.343.423.273.743.554.073.884.374.214.694.505.014.795.335.085.655.405.955.696.276.016.596.306.916.597.246.927.547.217.867.538.177.818.498.108.818.439.118.729.449.059.769.34L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L602L601/L602L602L601/L602L603L601/L60315.7819.7818.2823.5420.9526.5124.5829.6727.6534.1930.8939.0234.3244.1737.9348.2042.7253.8946.7258.3350.9064.5655.2671.1159.8076.1965.7583.2770.6988.7775.8096.3981.10104.3386.57110.4793.68118.9599.55125.50105.60134.528.354.1110.834.8313.746.7515.969.0619.6910.3023.9511.6328.7713.0634.1916.6138.2418.4344.7622.8251.9725.0759.9127.4468.6033.1275.0035.9985.0842.7296.0146.12107.8249.68120.5657.98129.8762.14144.2671.70159.6876.502.402.052.622.182.822.402.982.633.202.773.442.903.613.023.833.263.993.394.203.614.413.744.623.884.834.104.984.245.204.465.414.595.624.735.834.955.995.086.205.306.405.434.404.054.824.385.224.805.585.236.005.576.405.906.816.227.236.667.596.998.007.418.417.748.828.089.238.509.588.8410.009.2610.419.5910.829.9311.2310.3511.5910.6812.0011.1012.4011.43L601L601L601L601L601L601L601L601L601L601L601/L602L601L601/L602L602L601/L603L602L601/L603L602L601/L603L601/L603-63.95-81.11-101.05-123.96-150.50-179.51-212.57-249.41-290.246.98 10.38 L606 n 52.87.34 10.94 L607 n 51.3L601/L603 -784.97 10.21 15.41 L430 82.0L601/L603 -870.87 10.57 15.97 L430 97.7L601/L603 -962.79 10.93 16.53 PEINEL601/L603 -1060.95 11.29 17.09 PEINEL601/L603 -1165.53 11.65 17.65 PEINEThe selected section is a minimum section according to the structural strength requirements for steel grade S 270 GP.Structurally required section/section selected for ease of driving.4.44 6.44 L601 24.74.80 7.00 L601 37.05.17 7.57 L601 54.05.53 8.13 L602 68.35.89 8.69 L603 65.36.25 9.25 L604 n 53.66.61 9.81 L605 51.6-335.27 7.70 11.50 L430 19.6-384.69 8.06 12.06 L430 24.7-438.72 8.42 12.62 L430 30.8-497.55 8.78 13.18 L430 38.1-561.38 9.14 13.74 L430 46.7-630.43 9.50 14.30 L430 56.8-704.89 9.85 14.85 L430 68.412

1.6Design tables conforming to EABCalculationGround load:Angle of incline:p = 10 kN/m² (constant load) Bulk density g=19 kN/m³g' = 9 kN/m³j' = 27.5° (unanchored wall dp = 1/2 j)d=(anchored wall: redistribution of soil pressure as far as bottom of pit,± 2/3 jprevious construction states disregarded, design values)27.5°LF 2Freely supported wallFully pinned wallUnanchored wallh[m]h A[m]A h,d[kN/m]max. M d t[kNm/m] [m]L[m]SectionA h,d[kN/m]max. M d t[kNm/m] [m]L[m]Sectionmin. M d[kNm/m]t[m]L[m]SectionW k[mm]0.606.201.900.606.401.900.706.602.000.706.802.000.707.002.100.707.202.200.707.402.200.807.602.300.807.802.300.808.002.400.808.202.500.808.402.500.908.602.600.908.802.600.909.002.700.909.202.800.909.402.801.009.602.901.009.802.901.0010.003.0013125.29151.92132.56159.81141.43170.03149.15178.48157.18189.26165.30200.35173.63209.41183.76221.06192.53230.69201.50242.91210.70255.45220.22265.78231.59278.88241.43289.56251.47303.22261.72314.49272.17328.71284.79343.25295.84355.09306.95370.19230.12111.68253.03126.70269.71134.80295.16152.18322.71161.32351.32170.85381.56190.64403.46201.27436.60223.82471.50235.66508.20247.88547.52273.74575.34287.26617.19315.00661.00329.86706.82360.95754.70377.24789.14393.97841.70428.07895.44446.283.88 10.083.43 9.633.99 10.393.54 9.944.09 10.693.63 10.234.21 11.013.76 10.564.34 11.343.85 10.854.46 11.663.94 11.144.58 11.984.06 11.464.68 12.284.15 11.754.79 12.594.27 12.074.91 12.914.36 12.365.03 13.234.45 12.655.16 13.564.58 12.985.26 13.864.67 13.275.38 14.184.79 13.595.50 14.504.88 13.885.62 14.825.01 14.215.73 15.135.09 14.495.83 15.435.18 14.785.96 15.765.30 15.106.08 16.085.39 15.39L603L601/L603L603L601/L603L603L601/L603L603L601/L603L604 nL601/L603L604 nL601/L603L604 nL602/L603L605L602/L603L605L602/L603L605L603L605L603L606 nL603L606 nL603/L604 nL607 nL604 nL607 nL604 nL607 nL604 nL607 nL604 nL430L605L430L605L430L605111.83 176.13143.85 81.48118.24 193.67151.05 92.90126.50 206.42160.92 98.58133.31 225.91168.54 111.46140.30 246.57178.95 117.90147.46 268.44189.67 124.55154.81 291.55197.93 139.57164.23 308.28209.19 147.03171.97 333.62217.86 163.72179.89 360.30229.67 172.03187.99 388.34241.79 180.58196.27 417.79251.10 199.70206.84 439.04263.76 209.17215.52 471.00273.49 230.17224.37 504.46286.69 240.59233.41 539.45296.83 263.57242.62 576.01310.57 275.00254.36 602.31324.62 286.71263.97 641.66335.41 312.51273.76 682.66350.00 325.296.625.576.835.806.945.937.196.157.416.287.626.427.826.647.986.778.206.998.417.128.617.268.837.498.997.619.197.849.407.979.628.199.838.339.988.4610.198.6810.418.8112.8211.7713.2312.2013.5412.5313.9912.9514.4113.2814.8213.6215.2214.0415.5814.3716.0014.7916.4115.1216.8115.4617.2315.8917.5916.2117.9916.6418.4016.9718.8217.3919.2317.7319.5818.0619.9918.4820.4118.81L601/L603-1276.74 12.01 18.21 PEINEL602/L604 n-1394.79 12.37 18.77 PEINEL601/L603L603/L604 n-1519.89 12.72 19.32 PEINEL601/L603L603/L604 n-1652.22 13.08 19.88 PEINEL601/L604 nL603/L604 n-1792.01 13.44 20.44 PEINEL601/L604 nL603/L604 n-1939.44 13.80 21.00 PEINEL601/ L604 nL603/ L604 n-2094.73 14.16 21.56 PEINEL601/L604 nL604 nL601/L604 nL604 nL601/L604 nL604 n/L605L601/L604 nL604 n/L605L601/L604 nL605L602/L604 nL605L603/L605L605L603/L605L606 nL603/L605L606 nL603/L605L606 nL603/L605L606 nL603/L605L607 nL604 n/L605L607 nL604 n/L605-2258.07 14.52 22.12 PEINE-2429.68 14.87 22.67 PEINE-2609.75 15.23 23.23 PEINE-2798.48 15.59 23.79 PEINE-2996.09 15.95 24.35 PEINE-3202.77 16.31 24.91 PEINE-3418.72 16.66 25.46 PEINE-3644.16 17.02 26.02 PEINE-3879.28 17.38 26.58 PEINE-4124.28 17.74 27.14 PEINE-4379.38 18.10 27.70 PEINE-4644.77 18.45 28.25 PEINE-4920.65 18.81 28.81 PEINEThe selected section is a minimum section according to the structural strength requirements for steel grade S 270 GP.Structurally required section/section selected for ease of driving.

1.6Design tables conforming to EABCalculationGround load:Angle of incline:p = 10 kN/m² (constant load) Bulk density g=19 kN/m³g' = 9 kN/m³j' = 30.0° (unanchored wall dp = 1/2 j)d=(anchored wall: redistribution of soil pressure as far as bottom of pit,± 2/3 jprevious construction states disregarded, design values)30.0°LF 2Freely supported wall Fully pinned wall Unanchored wallh[m]h A[m]A h,d[kN/m]max. M d t[kNm/m] [m]L[m]SectionA h,d[kN/m]max. M d t[kNm/m] [m]L[m]Sectionmin. M d[kNm/m]t[m]L[m]SectionW k[mm]0.20 14.732.000.60 17.910.20 17.112.200.70 21.260.20 19.642.400.70 24.030.30 22.952.600.80 27.880.30 25.862.800.80 31.060.30 29.003.000.90 35.390.30 32.253.201.00 40.000.30 35.693.401.00 43.780.40 40.063.601.10 48.880.40 43.863.801.10 53.000.40 47.844.001.20 58.580.40 51.994.201.30 64.040.40 56.324.401.30 69.220.50 61.824.601.40 75.570.50 66.524.801.40 80.740.50 71.395.001.50 87.570.50 76.445.201.60 94.690.50 81.665.401.60 100.390.60 88.155.601.70 108.060.60 93.745.801.70 114.150.60 99.516.001.80 122.238.213.8610.714.4813.626.3715.767.2819.509.8123.8711.0328.7312.3234.2015.8738.1217.5244.7021.8151.9823.8759.9927.0468.7931.7275.2234.3485.4241.1096.4944.23108.4747.49121.4055.63130.4759.66145.0769.06160.7073.471.141.001.241.061.341.171.411.231.511.341.611.401.711.471.811.581.881.641.981.742.071.802.171.892.261.972.352.042.452.152.542.212.642.282.732.372.812.452.912.553.002.613.143.003.443.263.743.574.013.834.314.144.614.404.914.675.214.985.485.245.785.546.075.806.376.096.666.376.956.647.256.957.547.217.847.488.137.778.418.058.718.359.008.61L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601/L602L601L601/L602L601/L60213.1816.9915.2620.2717.4922.7720.5826.5223.1429.3625.8533.5828.7138.0831.7241.4635.8046.4339.1450.1742.6355.6046.2761.3150.0665.5955.1371.7759.2576.4163.5283.0667.9489.9972.5195.1678.57102.5683.47108.0988.52L601/L602115.956.302.818.193.2510.415.6512.045.2714.887.4118.137.9721.828.8425.9611.4528.9312.5733.9115.8039.4217.2045.4818.6652.1322.8356.8424.6064.5429.5572.8931.6781.9333.8791.6739.9698.5242.53109.5349.56121.3152.551.99 3.991.65 3.652.16 4.361.75 3.952.34 4.741.95 4.352.47 5.072.05 4.652.64 5.442.23 5.032.83 5.832.34 5.343.00 6.202.44 5.643.17 6.572.63 6.033.31 6.912.73 6.333.48 7.282.92 6.23.66 7.663.03 7.033.83 8.033.13 7.33L601L601L601L601L601L601L601L601L601L601L601L601-46.86-59.49-74.16-91.03-110.24-131.95-156.30-183.44-213.52-246.70-283.13-322.944.01 8.41 L601/L602-366.303.32 7.72 L6014.14 8.74 L601/L602-413.353.42 8.02 L6014.31 9.11 L601/L603-464.253.60 8.40 L601/L6024.48 9.48 L601/L603-519.143.71 8.71 L601/L6024.66 9.86 L601/L603-578.173.81 9.01 L601/L6024.84 10.244.00 9.404.97 10.574.10 9.705.14 10.944.29 10.095.31 11.314.40 10.40L601/L603 -641.49L601/L603 -709.26L601/L603 -781.61L601/L603 -858.72The selected section is a minimum section according to the structural strength requirements for steel grade S 270 GP.Structurally required section/section selected for ease of driving.3.653.954.264.554.855.155.455.746.045.656.156.667.157.658.158.659.149.646.34 10.146.64 10.646.93 11.137.22 11.627.52 12.127.82 12.628.12 13.128.41 13.618.70 14.109.01 14.619.30 15.109.59 15.59L601 13.9L601 20.9L601 30.5L601 43.1L602 53.5L603 50.1L603 66.9L604 n 53.6L604 n 68.7L605 63.5L606 n 62.2L607 n 58.7L607 n 72.5L430 26.6L430 32.4L430 39.2L430 46.9L430 55.8L430 66.2L430 77.9L430 91.214

1.6Design tables conforming to EABCalculationGround load:Angle of incline:p = 10 kN/m² (constant load) Bulk density g=19 kN/m³g' = 9 kN/m³j' = 30.0° (unanchored wall dp = 1/2 j)d=(anchored wall: redistribution of soil pressure as far as bottom of pit,± 2/3 jprevious construction states disregarded, design values)30.0°LF 2Freely supported wall Fully pinned wall Unanchored wallh[m]h A[m]A h,d[kN/m]max. M d t[kNm/m] [m]L[m]SectionA h,d[kN/m]max. M d t[kNm/m] [m]L[m]Sectionmin. M d[kNm/m]t[m]L[m]SectionW k[mm]0.606.201.900.606.401.900.706.602.000.706.802.000.707.002.100.707.202.200.707.402.200.807.602.300.807.802.300.808.002.400.808.202.500.808.402.500.908.602.600.908.802.600.909.002.700.909.202.800.909.402.801.009.602.901.009.802.901.0010.003.0015105.45 177.41 3.01 9.21 L601/L603 93.72130.60 78.03 2.68 8.88 L601/L602 124.09111.56 195.22 3.19 9.59 L602/L603 99.08137.36 89.54 2.78 9.18 L601/L603 130.17119.21 208.06 3.28 9.88 L603 106.12146.21 94.76 2.85 9.45 L601/L603 138.78125.69 277.86 3.38 10.18 L603 111.80153.38 107.78 2.96 9.76 L601/L603 145.20132.35 248.86162.71 113.71139.19 271.11172.32 119.81146.20 294.63180.00 134.61154.81 310.97190.10 141.45162.19 336.73198.26 158.34169.74 363.87208.84 165.99177.47 392.41219.70 173.84185.37 422.39228.46 193.19195.16 443.82239.81 201.90203.44 476.36248.87 222.65211.89 510.43260.70 232.24220.51 546.093.47 10.74 L6033.02 10.02 L601/L6033.57 10.77 L6033.09 10.29 L601/L6033.66 11.06 L6033.18 10.58 L601/L6033.74 11.34 L604 n3.25 10.85 L601/L6033.84 11.64 L604 n3.36 11.16 L601/L6033.93 11.93 L604 n3.42 11.42 L601/L6034.03 12.23 L604 n3.49 11.69 L601/L6024.12 12.52 L6053.59 11.99 L602/L6034.21 12.81 L6053.66 12.26 L602/L6034.30 13.10 L6053.75 12.55 L6034.40 13.40 L606 n3.82 12.82 L6034.50 13.70 L606 n117.63154.28123.62163.64129.75170.60137.78180.43144.24187.75150.86198.04157.62208.62164.54216.48173.55227.52180.80235.74188.19247.25195.74272.92 242.64 3.90 13.10 L603/L604 n 259.04292.31 583.35 4.59 13.99 L606 n 203.43282.57 266.08 3.99 13.39 L603/L604 n 267.79240.04 609.09 4.67 14.27 L606 n 213.43295.16 276.85 4.06 13.66 L603/L604 n 280.05249.21 649.16305.32 303.02258.55 690.93318.40 314.804.76 14.56 L607 n4.16 13.96 L604 n4.86 14.86 L607 n4.23 14.23 L604 n221.46289.16229.64301.88133.9155.63147.3364.01156.7267.54171.6277.01187.4381.02204.1685.14221.8596.16234.18100.80253.57113.06273.98118.24295.44123.55317.98137.59333.66143.47358.11158.90383.71165.40410.49172.04438.48189.44457.88196.73487.99215.69519.37223.665.49 11.69L601/L6034.50 10.70-940.71 9.89 16.09 PEINE5.67 12.07L60 1/L6034.68 11.085.79 12.39L60 1/L6034.79 11.395.97 12.77L60 1/L6034.97 11.71-1027.75 10.18 16.58 PEINE-1119.98 10.48 17.08 PEINE-1217.55 10.78 17.58 PEINE6.15 13.15 L60 2/L604 n-1320.61 11.07 18.07 PEINE5.07 12.07 L60 1/L6036.32 13.52 L60 2/L604 n-1429.32 11.36 18.56 PEINE5.18 12.38 L60 1/L6036.50 13.90 L60 3/L604 n-1543.81 11.67 19.07 PEINE5.37 12.77 L60 1/L6036.62 14.22 L60 3/L604 n-1664.25 11.96 19.56 PEINE5.47 13.07 L60 1/L604 n6.80 14.60 L60 3/L604 n-1790.79 12.25 20.05 PEINE5.65 13.45 L60 1/L604 n6.98 14.98 L60 3/L604 n-1923.56 12.55 20.05 PEINE5.76 13.76 L60 1/L604 n8.15 15.35 L60 3/L604 n-2062.73 12.84 21.04 PEINE5.86 14.06 L60 1/L604 n7.32 15.72 L604 n-2208.43 13.14 21.54 PEINE6.05 14.45 L60 1/L604 n7.45 16.05 L604 n-2360.83 13.44 22.04 PEINE6.15 14.75 L60 1/L604 n7.63 16.43 L60 4 n/L605-2520.07 13.73 22.53 PEINE6.34 15.14 L60 1/L604 n7.81 16.81 L60 4 n/L605-2686.31 14.02 23.02 PEINE6.44 15.44 L60 1/L604 n7.98 17.18 L605-2859.69 14.33 23.53 PEINE6.54 15.74 L60 1/L604 n8.15 17.55 L6056.74 16.14 L60 2/L6058.29 17.89 L6056.84 16.44 L60 2/L6058.46 18.26 L6057.02 16.82 L60 3/L6058.63 18.63 L606 n7.12 17.12 L60 3/L605-3040.35 14.62 24.02 PEINE-3228.46 14.91 24.51 PEINE-3424.15 15.20 25.00 PEINE-3627.59 15.50 25.50 PEINEThe selected section is a minimum section according to the structural strength requirements for steel grade S 270 GP.Structurally required section/section selected for ease of driving.

1.6Design tables conforming to EABCalculationGround load:Angle of incline:p = 10 kN/m² (constant load) Bulk density g=19 kN/m³g' = 9 kN/m³j' = 32.5° (unanchored wall dp = 1/2 j)d=(anchored wall: redistribution of soil pressure as far as bottom of pit,± 2/3 jprevious construction states disregarded, design values)32.5°LF 2Freely supported wall Fully pinned wall Unanchored wallh[m]h A[m]A h,d[kN/m]max. M d t[kNm/m] [m]L[m]SectionA h,d[kN/m]max. M d t[kNm/m] [m]L[m]Sectionmin. M d[kNm/m]t[m]L[m]SectionW k[mm]2.002.202.402.602.803.003.203.403.603.804.004.204.404.604.805.005.205.405.605.806.000.200.600.200.700.200.700.300.800.300.803.000.900.301.000.301.000.401.100.401.100.401.200.401.300.401.300.501.400.501.400.501.500.501.600.501.600.601.700.601.700.601.8012.0915.1614.0418.0616.1020.3718.9223.6921.2826.3023.8230.0426.5134.0229.3537.1633.0241.5636.1645.0039.3949.8142.8254.8746.4058.8550.9764.3454.8068.6158.8374.5063.0180.6567.2685.4172.7291.9777.3597.0782.04104.045.964.437.802.769.924.1011.474.5914.186.3517.367.0120.977.7025.0410.2127.7911.1032.6814.1537.9815.2843.9616.4450.5420.5054.9421.9462.3826.6570.6428.3879.6030.1689.0535.9695.4538.06106.3544.76117.7947.210.790.660.860.700.920.780.980.821.040.891.110.931.180.971.251.051.301.091.371.161.431.201.501.241.571.321.621.361.681.431.761.481.831.521.891.591.941.632.011.702.071.742.792.663.062.903.322.923.583.423.843.694.113.934.384.174.654.454.904.695.174.965.435.205.705.445.975.726.225.966.486.236.766.487.036.727.296.997.547.237.817.508.077.74L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601/L602L60110.7214.4512.4017.3214.2119.3616.8122.6218.8824.9621.0828.6323.4032.5525.8435.3329.2739.6631.9842.7434.8147.4637.7752.4440.8555.9645.1061.3448.4565.1651.9270.9555.5176.9859.2281.2564.3087.7968.2992.2572.4099.094.441.715.801.927.392.878.493.1810.534.4512.874.8715.515.3018.497.0720.517.6424.099.8428.0510.5532.4211.2837.2114.1140.4215.0145.9618.3851.9719.6558.4820.5765.5124.7170.1826.0278.1130.8186.6132.341.461.161.601.231.731.381.821.441.961.592.091.652.221.712.341.862.431.932.572.072.702.142.832.202.972.353.062.413.192.553.322.623.442.693.582.833.672.893.803.053.939.103.463.163.803.434.133.784.424.044.764.395.094.655.424.915.745.266.035.536.375.876.706.147.036.407.376.757.667.017.997.358.327.628.647.898.988.239.278.499.608.859.939.10L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601/L602L601-31.92-40.58-50.64-62.22-75.40-90.30-107.02-125.66-146.32-169.11-194.14-221.49-251.29-283.62-318.60-356.32L601/L602 -396.89L601/L603-440.42L601/L602L601/L603-487.00L601/L602L601/L603-537.74L601/L602L601/L603 -589.74The selected section is a minimum section according to the structural strength requirements for steel grade S 270 GP.Structurally required section/section selected for ease of driving.2.702.923.133.363.583.804.024.244.464.684.905.125.344.70 L6015.12 L6016.59.85.53 L601 14.15.96 L601 20.36.38 L601 28.16.80 L601 38.37.20 L601 51.27.64 L603 41.58.02 L603 53.88.48 L603 68.88.90 L603 87.19.32 L604 n65.79.74 L604 n81.55.56 10.16 L605 72.65.78 10.58 L605 88.45.99 10.99 L606 n 83.06.22 11.42 L606 n 99.76.44 11.84 L607n 89.56.65 12.25 L430 31.66.87 12.67 L430 37.37.10 13.10 L430 43.816

1.6Design tables conforming to EABCalculationGround load:Angle of incline:p = 10 kN/m² (constant load) Bulk density g=19 kN/m³g' = 9 kN/m³j' = 32.5° (unanchored wall dp = 1/2 j)d=(anchored wall: redistribution of soil pressure as far as bottom of pit,± 2/3 jprevious construction states disregarded, design values)32.5°LF 2Freely supported wall Fully pinned wall Unanchored wallh[m]h A[m]A h,d[kN/m]max. M d t[kNm/m] [m]L[m]SectionA h,d[kN/m]max. M d t[kNm/m] [m]L[m]Sectionmin. M d[kNm/m]t[m]L[m]SectionW k[mm]0.606.201.900.606.401.900.706.602.000.706.802.000.707.002.100.707.202.200.707.402.200.807.602.300.807.802.300.808.002.400.808.202.500.808.402.500.908.602.600.908.802.600.909.002.700.909.202.800.909.402.801.009.602.901.009.802.901.0010.003.0086.96111.2792.02116.8698.37124.50103.66130.42109.17138.47114.83146.77120.55153.19128.78161.91133.90168.73149.06177.86146.45187.24153.00194.49161.13204.29167.88211.86174.87222.07181.90232.53189.19240.61198.21251.48205.80259.88213.42217.17130.2949.71143.6257.70152.4260.58166.8969.63182.5972.91199.2376.26216.4586.80228.0190.58247.28102.64267.13106.90288.49111.22310.95124.67325.66129.49349.46144.30374.95149.64401.05155.06428.93171.75447.16177.72477.14195.92507.73202.472.141.788.34 L601/L6027.98 L60176.62106.182.21 8.6180.97L60 1/L6021.85 8.25111.192.26 8.8686.88L60 1/L6021.89 8.49118.692.33 9.13 L60 1/L60391.501.97 8.77 L60 1/L602123.992.40 9.40 L60 1/L60396.252.012.472.059.01 L60 1/L602131.899.67 L60 2/L603101.119.25 L60 1/L603140.042.53 9.93 L603106.102.12 9.52 L601/ L603145.792.58 10.18 L603112.832.16 9.76 L60 1/L603154.352.65 10.45 L603118.092.24 10.04 L60 1/L603160.392.71 10.71 L603123.472.28 10.28 L60 1/L603169.352.78 10.98 L603128.972.23 10.52 L60 1/L603178.562.86 11.26 L604 n 134.592.40 10.80 L60 1/L603185.052.91 11.51 L604 n 142.152.44 11.94 L601/ L603194.662.97 11.77 L604 n 148.052.51 11.31 L601/ L603201.453.04 12.04 L604 n 154.062.55 11.55 L601/ L603211.463.10 12.30 L605160.202.59 11.79 L601/ L603221.733.17 12.57 L605166.462.66 12.06 L601/ L603228.963.22 12.82 L605174.842.70 12.30 L601/ L603239.633.29 13.09 L605181.382.77 12.57 L602/ L603247.163.35 13.35 L606 n 188.032.81 12.81 L602/L603258.2395.9633.90105.3739.60111.7841.39122.5347.85133.9349.91146.0051.99158.7759.50167.3061.86181.1870.23195.9072.89211.4075.58227.6885.13238.3988.14256.0398.67274.51102.01293.85105.38314.07117.24327.34120.96349.07133.90371.73137.994.06 10.263.17 9.374.20 10.603.31 9.714.29 10.893.38 9.984.42 11.223.53 10.834.54 11.543.59 10.594.67 11.873.65 10.854.80 12.203.79 11.194.89 12.493.86 11.465.03 12.834.01 11.81L601/L603L601/L603L601/L603L601/L603L601/L603L601/L603L601/L603L601/L603L601/L603-646.11-705.95-769.36-836.44-907.30-982.04-1060.76-1143.58-1230.587.31 13.51 L4307.53 13.93 L4307.74 14.34 L4307.96 14.76 L4308.19 15.19 L4308.40 15.60 PEINE8.62 16.20 PEINE8.84 16.44 PEINE9.05 16.85 PEINE5.16 13.16 L602/L604 n-1321.874.07 12.07 L601/L6035.29 13.49 L603/L604 n-1417.564.14 12.34 L601/L6035.42 13.49 L603/L604 n-1517.764.28 12.68 L601/L6035.52 14.12 L603/L604 n-1622.554.34 12.94 L601/L6039.28 17.28 PEINE9.49 17.69 PEINE9.71 18.11 PEINE9.93 18.53 PEINE5.65 14.45 L603/L604 n-1732.05 10.15 18.95 PEINE4.49 13.29 L601/L604 n5.77 14.77 L603/L604 n-1846.36 10.37 19.37 PEINE4.55 13.55 L601/L604 n5.90 15.10 L603/L604 n-1965.58 10.59 19.79 PEINE4.62 13.82 L601/L604 n6.03 15.43 L604 n-2089.82 10.80 20.20 PEINE4.76 14.16 L601/L604 n6.12 15.72 L604 n-2219.17 11.03 20.63 PEINE4.83 14.43 L601/L604 n6.26 16.06 L604 n/L605-2353.75 11.24 21.04 PEINE4.98 14.78 L601/L604 n6.39 16.39 L604 n/L605-2493.65 11.46 21.46 PEINE5.04 15.04 L601/L604 nThe selected section is a minimum section according to the structural strength requirements for steel grade S 270 GP.Structurally required section/section selected for ease of driving.51,059,368,478,890,417

1.6Design tables conforming to EABCalculationGround load:Angle of incline:p = 10 kN/m² (constant load) Bulk density g=19 kN/m³g' = 9 kN/m³j' = 35.0° (unanchored wall dp = 1/2 j)d=± 2/3 j(anchored wall: redistribution of soil pressure as far as bottom of pit,previous construction states disregarded, design values)35.0°LF 2Freely supported wall Fully pinned wall Unanchored wallh[m]h A[m]A h,d[kN/m]max. M d t[kNm/m] [m]L[m]SectionA h,d[kN/m]max. M d t[kNm/m] [m]L[m]Sectionmin. M d[kNm/m]t[m]L[m]SectionW k[mm]2.002.202.402.602.803.003.203.403.603.804.004.204.404.604.805.005.205.405.605.806.000.200.600.200.700.200.700.300.800.300.800.300.900.301.000.301.000.401.100.401.100.401.200.401.300.401.300.501.400.501.400.501.500.501.600.501.600.601.700.601.700.601.8010.3813.2612.0315.8313.8417.8016.2619.9218.3023.0020.4926.2922.7829.8125.1832.5028.4236.3931.0939.3733.8843.6136.8548.0839.8851.4943.8556.3347.2060.0350.6365.2254.1770.6457.8974.7762.6480.5666.5784.9870.6991.124.821.856.292.448.073.129.264.4211.494.8814.115.3417.016.5220.287.7822.568.6226.4910.8630.8511.6435.7713.6041.0515.6144.5516.8750.8020.3957.4421.5864.6324.5272.5727.4577.6829.4586.4434.2996.0535.980.63 2.630.52 2.520.68 2.880.55 2.750.74 3.140.61 3.010.78 3.380.67 3.270.83 3.630.70 3.500.89 3.890.73 3.730.94 4.140.76 2.960.99 4.390.82 4.221.04 4.640.85 4.451.09 4.890.91 4.711.14 5.140.94 4.941.20 5.400.97 5.171.25 5.651.03 5.431.29 5.891.06 5.661.35 6.151.12 5.921.40 6.401.15 6.151.45 6.651.18 6.381.51 6.911.24 6.641.55 7.151.27 6.871.60 7.401.33 7.131.66 7.661.36 7.36L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L6019.1512.6510.5815.1912.1216.9414.3818.8216.1521.8418.0225.0920.0028.5722.0830.9625.0534.7927.3637.4329.7841.6232.3046.0334.9349.0638.6253.8341.4857.1144.4462.2447.5067.5950.6771.2655.0876.9658.4880.8861.9886.953.531.684.612.445.892.596.743.058.383.7810.255.0312.386.5214.776.8216.348.6219.219.0022.3911.1525.9013.6029.7514.1232.2516.9737.7017.5741.5420.8646.7724.5252.4225.3156.0729.4562.4430.3469.2735.011.220.951.340.991.451.121.511.251.631.301.741.341.851.391.961.512.041.562.141.692.261.742.371.792.481.912.551.962.662.082.772.142.882.182.992.313.072.363.182.483.292.533.222.953.543.193.853.524.113.854.434.104.744.345.054.595.364.915.645.165.945.496.265.746.575.996.886.317.156.567.466.887.777.148.087.388.397.718.677.968.988.289.298.53L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601L601/L602L601L601/L602L601L601/L602L601L601/L602 -420.37L601/L603L601/L602-24.89-31.67-39.54-48.60-58.92-70.59-83.68-98.28-114.47-132.32-151.92-173.35-196.69-222.03-249.43-278.99-310.78-344.89-381.39-461.90The selected section is a minimum section according to the structural strength requirements for steel grade S 270 GP.Structurally required section/section selected for ease of driving.2.252.432.622.812.993.183.363.543.733.914.104.284.464.654.844.254.635.025.415.796.186.566.947.337.718.108.488.869.259.645.01 10.015.20 10.405.38 10.785.56 11.165.74 11.545.93 11.93L601 4.1L601 6.2L601 9.1L601 13.0L601 18.0L601 24.6L601 32.9L603 26.7L603 34.6L603 44.2L604 n 34.2L604 n 42.9L605 38.0L605 46.7L606 n 44.4L606 n 53.6L607 n 48.4L607 n 57.6L430 20.5L430 24.1L430 28.218

1.6Design tables conforming to EABCalculationGround load:Angle of incline:p = 10 kN/m² (constant load) Bulk density g=19 kN/m³g' = 9 kN/m³j' = 35.0° (unanchored wall dp = 1/2 j)d=(anchored wall: redistribution of soil pressure as far as bottom of pit,± 2/3 jprevious construction states disregarded, design values)35.0°LF 2Freely supported wall Fully pinned wall Unanchored wallh[m]h A[m]A h,d[kN/m]max. M d t[kNm/m] [m]L[m]SectionA h,dmax. M d t[kN/m] [kNm/m] [m]L[m]Sectionmin. M d[kNm/m]t[m]L[m]SectionW k[mm]6.206.406.606.807.007.207.407.607.808.008.208.408.608.809.009.209.409.609.8010.000.601.900.601.900.702.000.702.000.702.100.702.200.702.200.802.300.802.300.802.400.802.500.802.500.902.600.902.600.902.700.902.800.902.801.002.901.002.901.003.0074.8597.4879.18102.3084.73109.0789.26114.1793.98121.3098.82128.65103.78134.19110.12141.84151.35147.73120.62155.75126.10164.05131.70170.30138.81178.98144.68185.51150.57194.55156.69201.37162.92210.78170.82220.33177.32227.65183.84237.57106.0440.11116.8844.00124.0446.90135.7953.25148.5555.63162.1961.19176.3866.41185.7870.12201.4678.48217.6081.28234.9788.59253.2295.06265.1999.97284.99110.29305.26114.15326.95127.05349.64131.31364.47137.25388.87150.10413.74154.431.71 7.9165.59 76.57 3.39 9.59 L601/L603L601-506.071.39 7.5993.23 40.11 2.57 8.77 L601/L6021.76 8.16 L60 1/L60269.30 84.36 3.51 9.91 L601/L603L601-552.961.44 7.8497.54 41.22 2.70 9.101.81 8.4174.43 89.37 3.58 10.18 L601/L603L60 1/L602-602.661.48 8.08104.18 46.90 2.75 9.351.85 8.6578.37 98.01 3.69 10.49 L601/L603L60 1/L602-655.231.53 8.33108.75 48.12 2.88 9.581.91 8.9182.42 107.18 3.80 10.80 L601/L603L60 1/L602-710.761.57 8.57115.75 54.41 2.92 9.921.96 9.16 L60 1/L60386.57 116.89 3.92 11.12 L601/L603L60 1/L603-769.331.60 8.80122.97 61.19 2.97 10.172.02 9.4290.83 127.16 4.02 11.42 L601/L603L60 1/L603-831.031.66 9.06127.92 62.68 3.10 10.502.06 9.66 L60 2/L60396.67 133.75 4.09 11.69 L601/L603L60 1/L603-895.931.68 9.28135.50 70.12 3.14 10.742.12 9.92 L60 2/L603101.16 144.99 4.21 12.01 L601/L603L60 1/L603-964.121.75 9.55140.70 71.74 3.27 11.072.16 10.16 L603105.75 156.84 4.31 12.31 L601/L603L60 1/L603-1035.671.77 9.77148.64 79.88 3.32 11.322.22 10.42 L603110.45 169.30 4.43 12.63 L601/L603L60 1/L603-1110.671.81 10.01156.80 88.59 3.36 11.562.27 10.67 L603115.25 182.40 4.53 12.93 L601/L6031.86 L60 1/L603-1189.1910.26162.38 90.51 3.49 11.892.32 10.92 L603121.81 190.78 4.61 13.21 L602/L604 n1.90 L60 1/L603-1271.3310.50170.90 99.97 3.53 12.13 L601/L6032.37 11.17 L603126.84 204.98 4.72 13.52 L603/L604 n1.95 L60 1/L603-1357.1510.75176.74 102.04 3.66 12.46 L601/L6032.42 11.42 L604 n 131.98 219.84 4.83 13.83 L603/L604 n1.99 L60 1/L603-1446.7410.99185.62 112.27 3.71 12.71 L601/L6032.47 11.67 L604 n 137.22 235.41 4.94 14.14 L603/L604 n2.04 11.24 L60 1/L603-1540.18191.71 114.51 3.84 13.04 L601/L6032.53 11.93 L604 n 142.56 251.67 5.05 14.45 L603/L604 n2.08 11.48 L60 1/L603-1637.56200.94 125.55 3.88 13.28 L601/L604 n2.57 12.17 L604 n 149.84 261.06 5.13 14.73 L603/L604 n2.10 11.70 L60 1/L603-1738.94210.39 137.25 3.93 13.53 L601/L604 n2.63 12.43 L604 n 155.42 279.54 5.23 15.03 L603/L604 n2.17 11.97 L60 1/L603-1844.42216.88 139.83 4.06 13.86 L601/L604 n2.67 12.67 L605161.10 297.78 5.35 15.35 L604 n2.19 12.19 L601/L603-1954.07226.69 152.39 4.10 14.10 L601/L604 nThe selected section is a minimum section according to the structural strength requirements for steel grade S 270 GP.Structurally required section/section selected for ease of driving.6.12 12.32 L4306.29 12.69 L4306.48 13.08 L4306.66 13.46 L4306.85 13.85 L4307.02 14.22 L4307.21 14.61 L4307.39 14.99 L4307.58 15.38 L4307.76 15.76 PEINE7.94 16.14 PEINE8.13 16.53 PEINE8.31 16.91 PEINE8.49 17.29 PEINE8.67 17.67 PEINE8.86 18.06 PEINE9.04 18.44 PEINE9.22 18.82 PEINE9.40 19.20 PEINE9.59 19.59 PEINE33.038.344.350.958.566.776.186.297.619

1.6Design tables conforming to EABBending moments withstood by LARSSEN sheet pile sectionsSectionLARSSEN 755Modulus of elasticityW y, el [cm³/m]2000Withstandable bending moments M y,RdW y, el / 1000 * fyk / 1,1S 240 GP[kNm/m]S 270 GP[kNm/m]S 320 GP[kNm/m]S 355 GP[kNm/m]436 491 582 645S 390 GP[kNm/m]709S 430 GP[kNm/m]782LARSSEN 703LARSSEN 703 KLARSSEN 703 10/10LARSSEN 7041210130013401600264284292349297319329393352378390465391420432516429461475567473508524625LARSSEN 600LARSSEN 600 KLARSSEN 601LARSSEN 602LARSSEN 603LARSSEN 603 KLARSSEN 603 10/10LARSSEN 604 nLARSSEN 605LARSSEN 605 KLARSSEN 606 nLARSSEN 628LARSSEN 607 n510540745830120012401260160020202030250027803200111118163181262271275349441443545607981251331832042953043093934964986146827851481572172413493613674655885917278099311651742402683874004075166526558078971033181191264294425440447567716720886986113519921129132446948549362579079497710871251LARSSEN 22 10/10LARSSEN 23LARSSEN 24LARSSEN 24/12LARSSEN 251300200025002550304028443654555666331949161462674637858272774288442064580782398146170988690410785087829779971188LARSSEN 43LARSSEN 43016606450362140740715834831876536208258922876492521The given values only apply to calculations conforming to the new safety strategy (design values to EN 1993-5).Without interaction – values refer solely to flexural stressing, and reduction factors have been disregarded.The values refer to elastic design for Class 3 cross sections. Plastic exploitation of the cross section, which ispermitted for Class 1 and 2 sections, has been disregarded here.These are Class 4 cross sections on which local denting has reduced cross-sectional strength. This meansthat additional proof of structural strength is required. These values cannot be exploited to their full extent.20

1.6Design tables conforming to EABBending moments withstood by LARSSEN sheet pile sectionsSectionHOESCH 1105HOESCH 1205HOESCH 1205 KHOESCH 1255HOESCH 1605HOESCH 1655HOESCH 1705HOESCH 1705 KHOESCH 1755HOESCH 1805HOESCH 2305HOESCH 2405HOESCH 2505HOESCH 2555 KHOESCH 2555HOESCH 2605Modulus ofelasticityW y, el [cm³/m]1100114012001250160016501720170017501800232024002480254025502600Withstandable bending moments M y,RdW y, el / 1000 * fyk / 1,1S 240 GP[kNm/m]S 270 GP[kNm/m]S 320 GP[kNm/m]S 355 GP[kNm/m]240 270 320 355249 280 332 368262 295 349 387273 307 364 403349 393 465 516360 405 480 533375 422 500 555371 417 495 549382 430 509 565393 442 524 581506 569 675 749524 589 698 775541 609 721 800554 623 739 820556 626 742 823567 638 756 839S 390 GP[kNm/m]390404425443567585610603620638823851879901904922S 430 GP[kNm/m]4304464694896256456726656847049079389699939971016The given values only apply to calculations conforming to the new safety strategy (design values to EN 1993-5).Without interaction – values refer solely to flexural stressing, and reduction factors have been disregarded.The values refer to elastic design for Class 3 cross sections. Plastic exploitation of the cross section, which ispermitted for Class 1 and 2 sections, has been disregarded here.21

2.0 Section illustrations and data

102.1.1Section illustrations and dataLARSSEN 755Section width per D = 1500 mmUnit Per m wall Single pile Double pile Triple pileE D4)DrElastic section modulus 1) W y cm³ 2000 580 3000 3407W z cm³ – 1921 – –1)Plastic section modulus W y cm³ 2284 – – –Weightkg/m 127.5 95.6 191.2 286.8Cross sectional areacm² 162.4 121.8 243.6 365.4Circumference 2)cm 256 221 414 606Coating area 3)m²/m 2.56 2.09 4.02 5.94Static momentS y cm³ 1142 – – –Second moment of inertiaIy cm 4 45000 9431 67500 92620I z cm 4 –75690 ––Radius of gyrationiy cm 16.65 8.80 16.65 15.93e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.Rolling/delivery on request only.450e 4) 75011.754.3°338y84.4162.6y750M 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP31

2.1.1Section illustrations and dataLARSSEN 703Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1400 mmPer m wall Single pile Double pile Triple pileE D4)Dr1210 414 1700 1980– 1310 – –1460 – – –96.4 67.5 135.0 202.5122.9 86.0 172.0 258.0251 202 377 5532.51 1.90 3.65 5.41730 – – –24200 5630 34000 47100–48400 ––13.90 8.00 13.90 13.40e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.e 4) Rolling/delivery on request only.9.5846°302y86136400y700 700Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP3S 355 GP3S 390 GP3S 430 GP32

Section illustrations and dataLARSSEN 703 KElastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziycm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1400 mmPer m wall Single pile Double pile Triple pileE D4)Dr1300 426 1820 2120– 1390 – –1575 – – –103.0 72.1 144.2 216.3131.1 91.8 183.6 275.4251 202 377 5532.51 1.90 3.65 5.41787.5 – – –25950 5830 36330 50380–51300 ––13.90 7.90 13.90 13.40e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.e 4) 2.1.1Rolling/delivery on request only.Unit10946°302y85137400y700 700Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP3S 430 GP33

2.1.1Section illustrations and dataLARSSEN 703 10/10Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1400 mmPer m wall Single pile Double pile Triple pileEDDr 4)1340 437 1880 2190– 1470 – –1572 – – –108.0 75.6 151.2 226.8137.6 96.3 192.6 288.9251 202 377 5532.51 1.90 3.65 5.41786 – – –26800 5960 37600 52120–54240 ––13.90 7.90 13.90 13.40e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.e 4) Rolling/delivery on request only.101046°302y86136400y700 700Scale 1:20Rolling/delivery on request only.Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP3S 390 GP3S 430 GP34

Section illustrations and dataLARSSEN 704Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziycm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1400 mmPer m wall Single pile Double pile Triple pileE D4)Dr1600 529 2240 2600– 1320 – –1864 – – –115.0 80.5 161.0 241.5146.4 102.5 205.0 307.5260 211 392 5742.60 1.99 3.80 5.62960 – – –35200 7910 49280 68255–58400 ––15.50 8.80 15.50 14.90e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.e 4) 2.1.1Rolling/delivery on request only.Unit10.253°3419.5y92.7149.3440y700 700Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP3S 355 GP3S 390 GP3S 430 GP35

2.1.1Section illustrations and dataLARSSEN 600Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr510 130 614 712– 1010 – –580 – – –94.0 56.4 112.8 169.2119.7 71.8 143.6 215.4225 156 291 4262.25 1.44 2.79 4.14290 – – –3825 850 4590 6400–32220 ––5.65 3.45 5.65 5.45e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.y45°30.265.89.54019.5150y600 600Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP3S 270 GP3S 320 GP4S 355 GP4S 390 GP4S 430 GP46

2.1.1Section illustrations and dataLARSSEN 600 KElastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr540 133 648 752– 1035 – –618 – – –99.0 59.4 118.8 178.2126.1 75.6 151.2 226.8225 156 291 4262.25 1.44 2.79 4.14309 – – –4050 880 4860 6770–33020 ––5.67 3.42 5.67 5.46e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.1010y45°29.866.2401150y600 600Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP3S 270 GP3S 320 GP4S 355 GP4S 390 GP4S 430 GP47

2.1.1Section illustrations and dataLARSSEN 601Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr745 251 890 1050– 830 – –836 – – –78.0 46.8 93.6 140.498.3 59.0 118.0 177.0245 172 319 4662.45 1.60 3.07 4.54418 – – –11520–10.832650262806.7013830–10.8319320–10.44e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.7.542.5°y68.9106.52496.4310y600600Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP3S 355 GP3S 390 GP3S 430 GP38

2.1.1Section illustrations and dataLARSSEN 602Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr830 265 996 1170– 920 – –964 – – –89.0 53.4 106.8 160.2113.3 68.0 136.0 204.0245 172 319 4662.45 1.60 3.07 4.54482 – – –12870 2790 15440 21520–29160 ––10.66 6.41 10.66 10.27e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.8.2842.5°y69.1106.3246310y600600Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP3S 430 GP39

2.1.1Section illustrations and dataLARSSEN 603Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr1200 330 1440 1670– 1130 – –1300 – – –108.0 64.8 129.6 194.4138.3 83.0 166.0 249.0260 181 337 4932.60 1.69 3.25 4.81650 – – –18600 3830 22320 31050–36100 ––11.63 6.79 11.63 11.19e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.9.7y60°60.6116.43778.2310y600600Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP3S 270 GP3S 320 GP3S 355 GP3S 390 GP4S 430 GP410

2.1.1Section illustrations and dataLARSSEN 603 KElastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr1240 340 1490 1720– 1190 – –1360 – – –113.5 68.1 136.2 204.3145 87 174 261260 181 337 4932.60 1.69 3.25 4.81680 – – –19220 3890 23060 32040–38030 ––11.55 6.69 11.55 11.10e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.109y60°61116376310y600600Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP3S 270 GP3S 320 GP3S 355 GP3S 390 GP3S 430 GP411

2.1.1Section illustrations and dataLARSSEN 603 10/10Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr1260 350 1510 1730– 1230 – –1400 – – –116.0 69.6 139.2 208.8148.3 89.0 178.0 267.0260 181 337 4932.60 1.69 3.25 4.81700 – – –19530 4067 23440 32180–39240 ––11.48 6.34 11.48 10.98e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.10y60°6111638010310y600600Scale 1:20Rolling/delivery on request only.Classification according to ENV 1993–5Steel gradeS 240 GP3S 270 GP3S 320 GP3S 355 GP3S 390 GP3S 430 GP412

2.1.1Section illustrations and dataLARSSEN 604 nElastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr1600 415 1920 2212– 1315 – –1862 – – –123.0 73.8 147.6 221.4156.7 94.0 188.0 282.0282 194 363 5322.82 1.82 3.51 5.20931 – – –30400 5700 36480 50540–41950 ––13.93 7.79 13.93 13.39e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.10.066°3549.0y74.5137.5380y600600Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP3S 320 GP3S 355 GP3S 390 GP3S 430 GP313

2.1.1Section illustrations and dataLARSSEN 605Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr2020 520 2420 2790– 1420 – –2340 – – –139.2 83.5 167.0 250.5177.3 106.4 212.8 319.2290 200 374 5482.90 1.88 3.62 5.361170 – – –42420 7910 50900 70510–45350 ––15.47 8.62 15.47 14.86e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.12.59y66°81.6153348420y600600Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP314

2.1.1Section illustrations and dataLARSSEN 605 KElastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr2030 537 2436 2814– 1510 – –2386 – – –144.5 86.7 173.4 260.1184.1 110.4 220.8 331.2290 200 374 5482.90 1.88 3.62 5.361193 – – –42630 8080 51160 70900–48100 ––15.22 8.55 15.22 14.63e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.12.266°34610y84.1150.5420y600600Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP315

2.1.1Section illustrations and dataLARSSEN 606 nElastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr2500 565 3000 3430– 1540 – –2820 – – –157.0 94.2 188.4 282.6200.0 120.0 240.0 360.0292 201 377 5522.92 1.89 3.65 5.401410 – – –54375 9870 65250 90290–48970 ––16.49 9.07 16.49 15.84e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.14.466°3019.2y79.8162.8435y600600Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP216

2.1.1Section illustrations and dataLARSSEN 628Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr2870 584 3336 3772– 1541 – –3196 – – –165.5 99.3 198.6 297.7210.8 126.5 253.0 379.5303 210 393 5733.03 1.98 3.80 5.621598 – – –63380 10000 76060 104740–48972 ––17.32 8.88 17.32 16.60e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.16.366°3429.8y79.4171.1456y600600Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP217

2.1.1Section illustrations and dataLARSSEN 607 nElastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1200 mmPer m wall Single pile Double pile Triple pileE D Dr3200 649 3840 4330– 1730 – –3620 – – –190.0 114.0 228.0 342.0241.7 145.0 290.0 435.0293 203 380 5542.93 1.91 3.67 5.431810 – – –72320 11280 86790 119400–55070 ––17.30 8.73 17.30 16.55e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.1966°29410.6y78.3173.8452y600600Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP218

2.1.1Section illustrations and dataLARSSEN 22 10/10Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1000 mmPer m wall Single pile Double pile Triple pileE D Dr1300 369 1300 1540– 960 – –1504 – – –130.0 65.0 130.0 195.0165.6 82.8 165.6 248.4280 165 304 4432.80 1.53 2.92 4.31752 – – –22100 4180 22100 30860–25820 ––11.60 7.10 11.60 11.16e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.10y60°7911325910340y500 500Scale 1:20Rolling/delivery on request only.Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP219

2.1.1Section illustrations and dataLARSSEN 23Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1000 mmPer m wall Single pile Double pile Triple pileE D Dr2000 527 2000 2350– 1160 – –2300 – – –155.0 77.5 155.0 232.5197.4 98.7 197.4 296.1315 184 342 5003.15 1.72 3.30 4.881150 – – –42000 7480 42000 58470–31220 ––14.60 8.71 14.60 14.10e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.11.5y70°93.9141.127510420y500 500Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP220

2.1.1Section illustrations and dataLARSSEN 24Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D= 1000 mmPer m wall Single pile Double pile Triple pileE D Dr2500 547 2500 2860– 1200 – –2800 – – –175.0 87.5 175.0 262.5222 111 222 333315 184 340 4963.15 1.72 3.28 4.841400 – – –52500 8270 52500 71970–32160 ––15.30 8.63 15.30 14.70e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.15.6y70°84.7150.327810420y500 500Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP221

2.1.1Section illustrations and dataLARSSEN 24/12Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1000 mmPer m wall Single pile Double pile Triple pileE D Dr2550 560 2550 2952– 1345 – –2948 – – –185.4 92.7 185.4 278.1236.2 118.1 236.2 354.3315 184 340 4963.15 1.72 3.28 4.841474 – – –53610 8397 53610 74279–36180 ––15.10 8.40 15.10 14.50e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.15.6y70°85.7149.327412420y500 500Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP222

2.1.1Section illustrations and dataLARSSEN 25Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1000 mmPer m wall Single pile Double pile Triple pileE D Dr3040 562 3040 3420– 1350 – –3480 – – –206.0 103.0 206.0 309.0262 131 262 393311 183 339 4943.11 1.71 3.27 4.821740 – – –63840 8850 63840 86940–36400 ––15.61 8.22 15.61 14.85e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.20y70°79.9155.227811.5420y500 500Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP223

122.1.1Section illustrations and dataLARSSEN 43Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per D = 1000 mmPer m wall Single pile Double pile Triple pileE D Dr1660 483 1660 1990– 1204 – –2184 – – –166.0 83.0 166.0 249.0212 106 212 318280 167 308 4492.80 1.55 2.96 4.371100 –––34900 6230 34900 48670– 32930 – –12.80 7.67 12.80 12.40e 1) Section modulus referred:E and Dr – the heavy axis of the respective element; D and per m wall – the wall axis y–y.The section modulus of D, Dr u. per m wall requires locking of the factory–crimped interlocks to accommodate the shear forces.e 2) Including the internal surface of free interlocks of single, double and triple piles.e 3) Without interlock interior – two–side coating.1712y45°107129120420y500 500Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP224

2.1.1Section illustrations and dataLARSSEN 430Elastic section modulus 1)Plastic section modulus 1)WeightCross sectional areaCircumference 2)Coating area 3)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmPer m wall Double pile Quadruple pileDV6450 4570 9130– ––7486 – –234.5 166.0 332.0 299.4 212.0 424.0396308 5903.962.96 5.783750– –241800 171200 342400–––28.40 28.40 28.40e 1) The section modulus of D, V and per m wall requires locking of the factory–crimped interlocks to accomodate the shear forces.e 2) Double and quadruple piles including the interior of the free locks.e 3) Without interlock interior – two–side coating.e 4) Without stiffeners.Water–/air sidedouble–pile in Z–Formdouble–pile in S–FormWall axisRecommendeddriving directionLand/earth sidesingle–drive quad pile assemblyScale 1:25Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP225

2.1.2Section illustrations and dataCorner sections for corners and junctions for sheet pile sectionswith the LARSSEN interlockSection Omega 17Weight: 17.3 kg/mCircumference: 40.9 cmCorner section 20Weight: 15.4 kg/mCircumference: 37.1 cmSingle hook~ 50150~ 50Double hook5050Corner section 22Weight: 10.2 kg/mCircumference: 24.7 cmFitting to all interlocks of the LARSSEN sections.~ 60~ 50~ 30The inserted corner sections are set back at the top andbottom and are pressed or welded at both ends.On request they can also be supplied top flush.The following pages present a selection of conventional corner and junction piles. When selecting piles,always take account of the driving and equipment requirements of the particular pile shapes. Preferenceshould go to double piles.26

2.1.3Section illustrations and dataThyssenKrupp WALL sections for corners and junctions for sheet pile sectionswith the LARSSEN interlockWALL section V 20Weight 13.2 kg/m28~ 25°53104~ 35°~ 35°~ 25°90°52WALL section V 22Weight 8.4 kg/m~ 50° ~ 50°6790° 90°4832Weld–on–surfaceWALL section W 90Weight 9.2 kg/m70~ 45°30.5~ 45°43~ 10°~ 10°~ 25° ~ 25°27Sections V 20, V 22 and W 90 matching all interlocks of the LARSSEN–sections.Section V 20 is suitable for individual driving.

VTS, Version 74632/2 von 2008ca.Gewicht: 18,4 kg/m, 97 x 91 mmVTS, Version 74632/2 von 2008Gewicht: 18,4 kg/m, 97 x 91 mm2.1.3Section illustrations and dataThyssenKrupp WALL sections for corners and junctions for sheet pile sectionswith the LARSSEN interlockWALL-Profil Omega TWeigh 17.7 kg/m97~ 10°105~ 35°90°WALL-Profil VTSWeigh 17.6 kg/m97~ 35°91ca. 10°35°~ 10°90°WALL-Profil Omega 12Weigh 12.1 kg/mmax. ~ 190°min. ~ 70°~ 90°9838WALL-Profil PLWeigh 17.4 kg/m83565,882Sections Omega T, VTS, Omega 12 and PL matching all interlocks of the LARSSEN–sections.Section VTS is suitable for individual driving.28

2.1.4Section illustrations and dataCorner piles of LARSSEN sections with inserted corner section 20(Sections of the 20, 600, 700 and 750 series. See section 3.5 “Fitting the sections together”)The single hook of corner section 20 is inserted and pressed or welded at both ends.Corner E 1201Corner D 1204~ 50~ 50~ 50~ 50Corner E 120329

2.1.4Section illustrations and dataLARSSEN corner sectionsDimensions of the folded sectionsSectionLARSSEN 22 10/10LARSSEN 23LARSSEN 24LARSSEN 25LARSSEN 600LARSSEN 601LARSSEN 602LARSSEN 603LARSSEN 604 nLARSSEN 605LARSSEN 606 nLARSSEN 628LARSSEN 607 nLARSSEN 703LARSSEN 704LARSSEN 7551101, 1102Dimensions „a” in mm10°20°30°40°50°235230230230295285285285285280280280280335335355220215215215290275275275265265260260260315315335205195195195280260260260250245240240240295300315190175175175275245245245230225220220220275280295170150150–26523023023021020020020020025526027060°150130130–25521021021019018017517517523523525090°––––230145145145––––––––1103, 1104Dimensions „a” in mm10°26527027027031031531531531532032032032036536539520°28028528528531532532532533533534034034038538541530°29530530530532034034034035035536036036040540043540°31032532532533035535535537037538038038042542045550°330350350–34037037037039040040040040044544047560°350370370–345390390390410420425425425–––70°––––355410410410435–––––––80°––––365430430430460–––––––90°––––375455455455490–––––––Dimensions also apply to section variants of the same name.Folded corner piles consisting of LARSSEN sections(Sections of the 20, 600, 700 and 750 series)Corner D 1102aaCorner D 1104WaWaCorner E 1101Corner E 1103We reserve the right to supply the piles 1101 to 1104 not folded but welded.Up to 20 m pile length; greater lengths available on request.Dimensions “a” (mm) for symmetrically folded corner piles.30

2.1.4Section illustrations and dataLARSSEN corner piles of LARSSEN sections 43Combined with any other LARSSEN sections from our supply range, this always yields an angle of 90°from the wall plane.353353E 1251353353353353E 1253D 1254E 1255When choosing the LARSSEN 43 section as a wall orcorner pile, prior consultation is necessary.31

2.1.4Section illustrations and dataLARSSEN corner sections with welded on corner section 22(20, 600, 700 and 750 series)W 1)W 1)~ 50~ 50Corner E 1309Corner E 1311 2)W 1)W 1)~ 50~ 50Corner–E 1315 2)Corner E 1313Corner D 1316 2)Corner D 1314Corner piles of LARSSEN sections with inserted corner section Omega 17max. ca. 180°max. ca. 180°min. ca. 80°min. ca. 80°WWCorner E 1317Corner E 1319 2)Corner D 1320e 1) Ensure geometrical compatibility.e 2) Before driving further with double pile a single pile must be driven first.32

2.1.5Section illustrations and dataLARSSEN junction piles with welded on corner sections 22(20, 600, 700 and 750 series)abba~ 30~ 30Junction D 1602Junction E1601Junction–D 1604Junction E 1603~ 30~ 30baabJunction D 1606Junction E1605Junction D 1608Junction E1607W~ 30~ 30abJunction E1609Junction D 1610Junction E1603/07Because of intensified plugging, junctions locatedin the pile recess may hamper driving. Whendefining dimensions a and b, the section heightof the junction pile must be taken into account.With junctions 1601 – 1608, angles other than90° are possible as long as they aregeometrically feasible.Double junctions (cross piles) are formedfrom individual junctions.The term indicates which junctions the doublejunction consists of.For instance, the illustrated double junction1603/07 is composed of junctions 1603 and1607 (see figure above).33

2.2.1Section illustrations and dataHOESCH 1105 (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyratione 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section Section width width per D per = 1150 D = 1150 mm mmUnit Per m wall Single pile Double pile Triple pileE D3)DrW y cm³ 1100 628 1266 1899W y cm³ 1256 – – –W z cm³ – 851 – –kg/m 101.0 58.1 116.2 174.3cm² 128.7 74.0 148.0 222.0cm 259 163 304 445m²/m 2.59 1.54 2.95 4.36S y cm³ 628 – – –Iy cm 4 14300 8223 16446 24669I z cm 4 – 26357 – –iy cm 10.54 10.54 10.54 10.548.8y50°130908.8260y575575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP3S 355 GP3S 390 GP3S 430 GP334

2.2.1Section illustrations and dataHOESCH 1205 (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyratione 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmUnit Per m wall Single pile Double pile Triple pileE D3)DrW y cm³ 1140 655 1310 1970W y cm³ 1330 – – –W z cm³ – 876 – –kg/m 107.0 61.5 123.0 184.5cm² 135.7 78.0 156.0 234.0cm 259 163 304 445m²/m 2.59 1.54 2.95 4.36S yIyI zcm³cm 4cm 466514820––852027130–17040––25560–iy cm 10.40 10.40 10.40 10.409.5y50°130909.5260y575575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP3S 390 GP3S 430 GP335

2.2.1Section illustrations and dataHOESCH 1205 K (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyratione 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmUnit Per m wall Single pile Double pile Triple pileE D3)DrW y cm³ 1200 690 1380 2070W y cm³ 1380 – – –W z cm³ – 893 – –kg/m 112.5 64.7 129.4 194.1cm² 143.3 82.4 164.8 247.2cm 259 163 304 445m²/m 2.59 1.54 2.95 4.36S y cm³ 690 – – –Iy cm 4 15600 8970 17940 26910I z cm 4 – 27660 – –iy cm 10.46 10.46 10.46 10.4610.2y50°1309010.2260y575575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP336

2.2.1Section illustrations and dataHOESCH 1255 (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyratione 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmUnit Per m wall Single pile Double pile Triple pileE D3)DrW y cm³ 1250 719 1438 2157W y cm³ 1446 – – –W z cm³ – 914 – –kg/m 118.0 67.9 135.8 203.7cm² 150.3 86.4 172.8 259.2cm 259 163 304 445m²/m 2.59 1.54 2.95 4.36S y cm³ 723 – – –Iy cm 4 16250 9340 18690 28030I z cm 4 – 28310 – –iy cm 10.40 10.40 10.40 10.4010.8y50°1298910.8260y575575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP337

2.2.1Section illustrations and dataHOESCH 1605 (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyratione 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmUnit Per m wall Single pile Double pile Triple pileE D3)DrW y cm³ 1600 920 1840 2760W y cm³ 1812 – – –W z cm³ – 830 – –kg/m 107.0 61.5 123.0 184.5cm² 136.3 78.4 156.8 235.2cm 270 177 332 487m²/m 2.70 1.68 3.23 4.78S y cm³ 906 – – –Iy cm 4 28000 16100 32200 48300I z cm 4 – 25660 – –iy cm 14.33 14.33 14.33 14.339.2150 1038.1y350y60°575 575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP3S 355 GP3S 390 GP3S 430 GP338

2.2.1Section illustrations and dataHOESCH 1655 (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyratione 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmUnit Per m wall Single pile Double pile Triple pileE D3)DrW y cm³ 1650 949 1898 2847W y cm³ 1886 – – –W z cm³ – 842 – –kg/m 111.9 64.3 128.6 192.9cm² 142.5 82.0 164.0 246.0cm 270 177 332 487m²/m 2.70 1.68 3.23 4.78S y cm³ 943 – – –Iy cm 4 28870 16600 33200 49809I z cm 4 – 26030 – –iy cm 14.23 14.23 14.23 14.239.6150 1038.5y350y60°575 575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP3S 390 GP3S 430 GP339

2.2.1Section illustrations and dataHOESCH 1705 (Finger–and–socket interlock) Section width per D = 1150 mmElastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyrationW yW zS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmPer m wall Single pile Double pile Triple pileE D3)Dr1720 989 1978 2967– 856 – –1978 – – –116.0 66.7 133.4 200.1148.0 85.0 170.0 255.0270 177 332 4872.70 1.68 3.23 4.78989 – – –30100 17308 34615 51923– 26450 – –14.27 14.27 14.27 14.279150 103350W y575 575e 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.10yy60°Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP3S 390 GP3S 430 GP340

2.2.1Section illustrations and dataHOESCH 1705 K (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cme 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmPer m wall Single pile Double pile Triple pileE D3)Dr1700 978 1955 2933– 844 – –1958 – – –117.0 67.3 134.6 201.9149.0 85.7 171.4 257.1270 177 332 4872.70 1.68 3.23 4.7897929750––1710626100–34213––51319–14.13 14.13 14.13 14.139.5150 1039.5y350y60°575 575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP3S 390 GP3S 430 GP341

2.2.1Section illustrations and dataHOESCH 1755 (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cme 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmPer m wall Single pile Double pile Triple pileE D3)Dr1750 1006 2012 3018– 870 – –2018 – – –120.8 69.5 139.0 208.5153.9 88.5 177.0 265.5270 177 332 4872.70 1.68 3.23 4.78100930625––1761026890–35220––52830–14.11 14.11 14.11 14.1110.4150 1039.5y350y60°575 575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP342

2.2.1Section illustrations and dataHOESCH 1805 (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyratione 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmUnit Per m wall Single pile Double pile Triple pileE D3)DrW y cm³ 1800 1035 2070 3105W y cm³ 2082 – – –W z cm³ – 883 – –kg/m 125.0 71.9 143.8 215.7cm² 159.2 91.6 183.0 275.0cm 270 177 332 487m²/m 2.70 1.68 3.23 4.78S y cm³ 1041 – – –Iy cm 4 31500 18110 36230 54340I z cm 4 – 27290 – –iy cm 14.06 14.06 14.06 14.0610.8150 1039.9y350y60°575 575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP2S 390 GP2S 430 GP243

2.2.1Section illustrations and dataHOESCH 2305 (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyratione 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmUnit Per m wall Single pile Double pile Triple pileE D3)DrW y cm³ 2320 1334 2668 4002W y cm³ 2586 – – –W z cm³ – 966 – –kg/m 142.3 81.8 163.6 245.4cm² 181.3 104.2 208.4 312.6cm 303 196 369 542m²/m 3.03 1.87 3.60 5.33S y cm³ 1293 – – –Iy cm 4 40600 23350 46690 70040I z cm 4 – 30000 – –iy cm 14.97 14.97 14.97 14.9711.5y210 1798.4350y81.5°575 575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP3S 320 GP3S 355 GP3S 390 GP3S 430 GP344

2.2.1Section illustrations and dataHOESCH 2405 (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyratione 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmUnit Per m wall Single pile Double pile Triple pileE D3)DrW y cm³ 2400 1380 2760 4140W y cm³ 2676 – – –W z cm³ – 985 – –kg/m 148.0 85.1 170.2 255.3cm² 188.5 108.4 216.8 325.2cm 303 196 369 542m²/m 3.03 1.87 3.60 5.33S y cm³ 1338 – – –Iy cm 4 42000 24150 48300 72450I z cm 4 – 30590 – –iy cm 14.93 14.93 14.93 14.9312.1y209 1789.0350y81.5°575 575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP3S 355 GP3S 390 GP3S 430 GP345

2.2.1Section illustrations and dataHOESCH 2505 (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyrationW yW zW yS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cme 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmPer m wall Single pile Double pile Triple pileE D3)Dr2480 1426 2852 4278– 998 – –2760 – – –152.0 87.4 174.8 262.2193.0 111.0 222.0 333.0303 196 369 5423.03 1.87 3.60 5.331380 –––43400 24955 49910 74865– 30980 – –14.90 14.90 14.90 14.9012.5y209 1789.5350y81.5°575 575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP3S 355 GP3S 390 GP3S 430 GP346

2.2.1Section illustrations and dataHOESCH 2555 K (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyrationW yW zS yIyI ziyUnitcm³cm³cm³kg/mcm²cmm²/mcm³cm 4cm 4cmSection width per = 1150 mmPer m wall Single pile Double pile Triple pileE D3)Dr2540 1460 2920 4380– 1007 – –2820 – – –155.0 89.1 178.2 267.3197.4 113.5 227.0 340.5303 196 369 5423.03 1.87 3.60 5.331410 –––44450 25550 51100 76650– 31270 – –14.80 14.80 14.80 14.80W y575 575e 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.12.8y209 17810350y81.5°Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP3S 390 GP3S 430 GP347

2.2.1Section illustrations and dataHOESCH 2555 (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyratione 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmUnit Per m wall Single pile Double pile Triple pileE D3)DrW y cm³ 2550 1466 2932 4398W y cm³ 2840 – – –W z cm³ – 1014 – –kg/m 158.1 90.9 181.8 272.7cm² 201.3 115.7 231.4 347.1cm 303 196 369 542m²/m 3.03 1.87 3.60 5.33S y cm³ 1420 – – –Iy cm 4 44625 25660 51320 76980I z cm 4 – 31489 – –iy cm 14.89 14.89 14.89 14.8913.0y209 17810.0350y81.5°575 575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP3S 390 GP3S 430 GP348

2.2.1Section illustrations and dataHOESCH 2605 (Finger–and–socket interlock)Elastic section modulusPlastic section modulusWeightCross sectional areaCircumference 1)Coating area 2)Static momentSecond moment of inertiaRadius of gyratione 1) Including the internal surface of free interlocks of single, double and triple piles.e 2) Without interlock interior – two–side coating.e 3) Rolling/delivery on request only.Section width per D = 1150 mmUnit Per m wall Single pile Double pile Triple pileE D3)DrW y cm³ 2600 1495 2990 4485W y cm³ 2910 – – –W z cm³ – 1025 – –kg/m 162.3 93.3 186.6 279.9cm² 206.8 118.9 237.8 356.7cm 303 196 369 542m²/m 3.03 1.87 3.60 5.33S y cm³ 1455 – – –Iy cm 4 45500 26160 52330 78490I z cm 4 – 31830 – –iy cm 14.83 14.83 14.83 14.8313.3y208 17710.3350y81.5°575 575Scale 1:20Classification according to ENV 1993–5Steel gradeS 240 GP2S 270 GP2S 320 GP2S 355 GP3S 390 GP3S 430 GP349

2.2.2Section illustrations and dataHOESCH 3 junction pile for junction constructions with HOESCH sections(finger–and–socket interlock)Weight: 9.90 kg/mCircumference: 26.7 cm~ 25~ 47Matches all interlocks of HOESCH sections with finger–and–socket interlocks.Part sections for corner and junction constructions with HOESCH sectionsSocket section150aFinger sectionThese sections are set backat the top and bottom of the piles.On request they can alsobe supplied top flush.b50

2.2.3Section illustrations and dataWeight of socket sections in kg/mSectionHOESCH 1105HOESCH 1205HOESCH 1205 KHOESCH 1255HOESCH 1605HOESCH 1655HOESCH 1705HOESCH 1705 KHOESCH 1755HOESCH 1805HOESCH 2305HOESCH 2405HOESCH 2505HOESCH 2555 KHOESCH 2555HOESCH 2605Socket lengths a in mm50 60 7013.0 13.7 14.413.0 13.7 14.513.0 13.8 14.613.0 13.8 14.711.0 11.8 12.511.0 11.8 12.511.0 11.8 12.611.0 11.8 12.511.00 11.8 12.611.0 11.8 12.712.7 13.6 14.512.7 13.7 14.612.7 13.7 14.712.7 13.7 14.712.7 13.8 14.812.7 13.8 14.88015.115.215.415.513.313.313.413.313.413.515.415.615.715.715.815.99015.816.016.216.414.014.014.214.014.314.416.316.516.716.716.816.910016.516.717.017.214.714.814.914.715.115.217.217.517.617.817.818.011017.117.517.818.115.515.515.715.515.916.118.118.418.618.818.919.012017.818.218.618.916.116.316.516.216.716.919.019.419.619.819.920.013018.519.019.419.816.917.017.317.017.517.820.020.320.620.820.921.114019.219.720.220.617.617.818.117.718.318.620.921.321.621.821.922.115019.920.521.021.518.418.518.918.519.219.521.822.222.522.822.923.2a51

2.2.3Section illustrations and dataWeight of socket sections in kg/mSectionHOESCH 1105HOESCH 1205HOESCH 1205 KHOESCH 1255HOESCH 1605HOESCH 1655HOESCH 1705HOESCH 1705 KHOESCH 1755HOESCH 1805HOESCH 2305HOESCH 2405HOESCH 2505HOESCH 2555 KHOESCH 2555HOESCH 2605Socket lengths a in mm160 170 180– – –– – –– – –– – –– – –– – –– – –– – –– – –– – –22.7 23.6 24.523.2 24.1 25.123.5 24.5 25.523.8 24.8 25.824.0 25.0 26.024.2 25.3 26.3190––––––––––25.426.026.526.827.027.3200––––––––––26.327.027.427.828.028.4210––––––––––27.227.928.428.829.129.4220––––––––––28.128.929.429.830.130.5230––––––––––––––––240––––––––––––––––250––––––––––––––––260––––––––––––––––a52

2.2.3Section illustrations and dataWeight of finger sections in kg/mSectionHOESCH 1105HOESCH 1205HOESCH 1205 KHOESCH 1255HOESCH 1605HOESCH 1655HOESCH 1705HOESCH 1705 KHOESCH 1755HOESCH 1805HOESCH 2305HOESCH 2405HOESCH 2505HOESCH 2555 KHOESCH 2555HOESCH 2605Finger lengths b in mm50 60 70– 8.1 8.8– 8.1 8.8– 8.1 8.9– 8.1 8.9– 9.5 10.2– ..9.5 10.3– 9.5 10.3– 9.5 10.2– 9.5 10.3– 9.5 10.3– 9.0 9.9– 9.0 10.0– 9.0 10.0– 9.0 10.0– 9.0 10.0– 9.0 10.1809.59.69.79.811.011.011.011.011.111.210.810.911.011.011.111.19010.210.310.510.611.711.811.811.711.912.011.711.912.012.012.112.110010.911.111.311.512.512.512.612.512.812.912.612.812.913.013.113.211011.611.812.112.313.213.313.413.213.613.713.513.813.914.014.114.212012.212.612.913.214.014.014.214.014.414.614.414.714.915.015.115.313012.913.313.714.014.614.815.014.715.215.415.315.715.916.016.216.314013.614.114.514.915.415.515.815.516.016.316.216.616.917.017.217.415014.314.815.315.716.116.316.616.216.817.117.117.617.818.118.218.4b53

2.2.3Section illustrations and dataWeight of finger sections in kg/mSectionHOESCH 1105HOESCH 1205HOESCH 1205 KHOESCH 1255HOESCH 1605HOESCH 1655HOESCH 1705HOESCH 1705 KHOESCH 1755HOESCH 1805HOESCH 2305HOESCH 2405HOESCH 2505HOESCH 2555 KHOESCH 2555HOESCH 2605Finger lengths b in mm160 170 18015.0 15.7 16.415.6 16.3 17.016.1 16.9 17.716.6 17.4 18.316.8 17.6 18.317.0 17.8 18.517.3 18.1 18.916.9 17.7 18.418.5 18.5 19.318.0 8.8 19.718.0 18.9 19.818.5 19.5 20.418.8 19.8 20.819.1 20.1 21.119.2 20.2 21.319.5 20.5 21.519017.117.818.519.119.119.319.719.220.120.520.721.421.822.122.322.620017.818.519.320.019.820.120.519.920.921.421.622.322.723.123.323.6210––––––––––22.623.323.724.124.324.7220––––––––––23.524.224.725.125.325.7230––––––––––24.425.225.726.126.426.8240––––––––––25.326.126.727.127.427.8250––––––––––26.227.127.728.128.428.8260––––––––––27.128.028.629.129.429.9b54

2.2.4Section illustrations and dataThyssenKrupp WALL sections for corners and junctions with HOESCH sections(finger–and–socket interlock)WALL section HZ 90Weight 14.8 kg/m11190°8approx. 22.5°4527.515.568.5approx. 22.5°90°approx. 22.5°approx. 22.5°The HZ section can be used as a transition from HOESCH to LARSSEN sectionsand is suitable for single pile driving.55

2.2.4Section illustrations and dataThyssenKrupp WALL sections for corners and junctions with HOESCH sections(finger–and–socket interlock)WALL-Profil HZTWeight 25.6 kg/m1168690°approx. 22.5°approx. 22.5°approx. 22.5°approx. 22.5°90°90°approx. 22-5°approx. 22.5°approx. 22.5°approx. 22.5°90°56

2.2.4Section illustrations and dataThyssenKrupp WALL sections for corners and junctions with HOESCH sections(finger–and–socket interlock)WALL-Profil HZ-VarioWeight 14.8 kg/m90°75.5approx. 22,5approx. 22,554.1Profili a Z Hoesch57

2.2.5Section illustrations and dataFolded corner piles of HOESCH sections (finger–and–socket interlock)(Fold angle in web center up to max. 60°)Corner Ea 2101Corner Eb 2121Corner Db 2104baWbWbWaCorner–Da 2102Corner–Da 2122aaCorner Db 2124Corner Ea 2111Corner Eb 2131aWbbWabCorner Da 2112Corner Da 2132WCorner Db 2114baWWbaCorner Db 2134We reserve the right to supply corner piles not folded but welded.Pressed double corner piles available on request.SectionHOESCH 1105HOESCH 1205HOESCH 1205 KHOESCH 1255HOESCH 1605HOESCH 1705Dimensions a and b in mmab262 313262 313262 313262 313262 313262 313SectionHOESCH 1705 KHOESCH 1805HOESCH 2305HOESCH 2405HOESCH 2505HOESCH 2555 KHOESCH 2555HOESCH 2605Dimensions a and b in mmab262 313262 313262 313262 313262 313262 313262 313262 31358

2.2.5Section illustrations and dataCorner piles of HOESCH sections (finger–and–socket interlock) with welded–on fingerand socket sectionsCorner Ea 2305Corner Da 2306Corner Ea 2307Corner Da 2308WWaaCorner Da 2326Corner Eb 2325Corner Da 2328Corner Eb 2327bWbW59

2.2.5Section illustrations and dataCorner piles of HOESCH sections (finger–and–socket interlock) with welded–on fingerand socket sectionsbWWaCorner Db 2310Corner Ea 2309Corner Eb 2321Corner Db 2322WbaWCorner Db 2312Corner Ea 2311Corner Eb 2323Corner Db 232460

2.2.6Section illustrations and dataJunction piles of HOESCH sections (finger–and–socket interlock) with welded–on fingerand socket sectionsJunction Db 2602Junction Db 2614bLWWaJunction Ea 2601LJunction Ea 2613Junction Da 2602Junction Da 2614Junction Db 2606Junction Db 2618Junction Ea 2621aWLLWJunction Ea 2605Junction Da 2606bJunction Da 2618Junction Db 2610Junction Db 2622Junction Ea 2621WWbLJunction Ea 2609Junction Da 2610aLJunction Da 2622These constructions are possible with all Z–sharped HOESCH sections and with theHOESCH 3 junction section.61

2.2.6Section illustrations and dataJunction piles of HOESCH sections (finger–and–socket interlock) with welded–on fingerand socket sectionsJunction Db 2628Junction Ea 2627LJunction Db 2646Junction Eb 2645bWLWJunction Da 2628Junction Da 2646aJunction Db 2632Junction Ea 2631LaJunction Db 2650Junction Eb 2649LbWJunction Da 2632WJunction Da 2650Junction Db 2642Junction Eb 2641LJunction Db 2654Junction Eb 2653WLaAbz Da 2642bWJunction Da 2654These constructions are possible with all Z–sharped HOESCH sections and with theHOESCH 3 junction section.62

2.2.6Section illustrations and dataJunction piles of HOESCH sections (finger–and–socket interlock) with welded–on fingerand socket sectionsJunction Db 2658Junction Db 2672WLbWJunction Da 2658Junction Eb 2657aLJunction Eb 2671Junction Da 2672Junction Db 2662WLabWLLJunction Da 2662Junction Eb 2661Junction Eb 2641/57bJunction Db 2668WbLJunction Eb 2667Junction Da 2668Double junctions (cross piles)are formed from individual junctions.The term indicates which junctions the doublejunction consists of.For instance, the illustrated double junction2641/57 is composed of junctions 2641 and 2657.These constructions are possible with all Z–sharped HOESCH sections and with theHOESCH 3 junction section.63

2.3.1Section illustrations and dataUNION straight-web section FL 511Unit Per m wall Single pileESection modulus W y cm³ 90 45Weightkg/m136.0 68.0cm²173.0 86.5cm136 2)m²/m1.19e 1)Cross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 2) Without interlock interior – two–side coatingIncluding the interior of the free locksIyI ziycm 4cm 4cm2182.18350175–288001.42 1.42Minimum interlock tension = 2000 kN/m (limit load), higher values (up to 5000 kN/m) are possible.(Interlock tension and max. possible angle of rotation are mutually dependent and must bediscussed with the manufacturer).y8811y500 500Scale 1:2064

2.3.1Section illustrations and dataUNION straight-web section FL 512Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 2)e 1) Without interlock interior – two–side coatingIncluding the interior of the free locksW yIyI ziyUnit Per m wall Single pileEcm³90 45kg/m142.0 71.0cm²181.0 90.5cm218136 2)m²/m2.181.19cm 4360180cm 4–29400cm1.41 1.41Minimum interlock tension = 2000 kN/m (limit load), higher values (up to 5000 kN/m) are possible.(Interlock tension and max. possible angle of rotation are mutually dependent and must bediscussed with the manufacturer).y8812y500 500Scale 1:2065

2.3.1Section illustrations and dataUNION straight-web section FL 512.7Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyrationW yIyiyUnit Per m wall Single pileEcm³92 46kg/m146.8 73.4cm²187.0 93.5cm218136 2)m²/m2.181.19cm 4360180cm 4–29800cm1.39 1.39yI zScale 1:20e 1)e 2) Without interlock interior – two–side coatingIncluding the interior of the free locksMinimum interlock tension = 2000 kN/m (limit load), higher values (up to 5000 kN/m) are possible.(Interlock tension and max. possible angle of rotation are mutually dependent and must bediscussed with the manufacturer).8812.7y500 500Rolling/delivery on request only.66

2.3.2Section illustrations and dataCorner piles made from UNION–straight web sectionsCorner E 4101FingerWThumbFinger outsideCorner D 4102WFinger outsideCorner E 4103WFinger insideCorner D 4104WFinger inside67

2.3.3Section illustrations and dataJunction piles made from UNION straight web sectionswith junction section UNION 15590°Production length 6 m. Only available with insertedand welded UNION straight–web section. Lengthsexceeding 6 m are only inserted, tacked at the jointsand temporarily welded for driving.90°95UNION 1Weight 47.8 kg/m, Circumference 72 cm55b95with Y–junction section UNION 26535°Production length 6 m. Only available with insertedand welded UNION straight–web section. Lengthsexceeding 6 m are only inserted, tacked at the jointsand temporarily welded for driving.6535°110UNION 2Weight 44.7 kg/m, Circumference 71 cmb110welded junctionsT–junction(for circular cells)Junction E 4601 Junction E 4607Y–junction(for polygonal cells)WWJunction 4603 Junction 460568

2.4.1Section illustrations and dataU–section conforming to DIN 1026Section Section hight Flange width Back thickness Cross sectional area Weight Section modulushbsAG W ymm mm mm cm²kg/m cm³3003203504003003203504001001001001101014141458.875.877.391.546.259.560.671.85356797341020hyysb69

2.5.1Section illustrations and dataLightweight section KL 3/4*Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 276 193 386kg/m 45.1 31.6 63.2cm² 57.5 40.3 80.6cm 242197 372m²/m 2.421.87 3.62cm 4 20421429 2858cm 5.90 5.90 5.90*No section that is available ex stock.4.0y60°2954.0146y70070

2.5.1Section illustrations and dataLightweight section KL 3/5*Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyrationW yIyiyUnit Per m wall Single pile Triple pileEDcm³ 339 237 474kg/m 55.9 39.1 78.2cm² 71.1 49.8 99.6cm 243197 372m²/m 2.431.87 3.62cm 4 25021751 3502cm 5.90 5.90 5.90e 1) Without interlock interior – two-side coating*No section that is available ex stock.5.0y60°2955.0147y70071

2.5.1Section illustrations and dataLightweight section KL 3/6Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 410 287 574kg/m 66.0 46.2 92.4cm² 84.3 59.0 118.0cm 243197 372m²/m 2.431.87 3.62cm 4 30802153 4310cm 5.90 5.90 5.906.0y60°2956.0148y70072

2.5.1Section illustrations and dataLightweight section KL 3/7*Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 460 322 644kg/m 78.0 54.6 109.2cm² 99.0 69.3 138.6cm 243197 372m²/m 2.431.87 3.62cm 4 35002450 4900cm 5.90 5.90 5.90*No section that is available ex stock.7.0y60°2957.0149y70073

2.5.1Section illustrations and dataLightweight section KL 3/8Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 540 378 756kg/m 87.9 61.5 123.0cm² 111.9 78.3 156.6cm 243197 372m²/m 2.431.87 3.62cm 4 40502835 5670cm 6.00 6.00 6.008.0y60°2958.0150y70074

2.5.1Section illustrations and dataLightweight section TKL 3/9Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 680 476 952kg/m 106.9 74.8 149.70cm² 130.5 91.35 182.70cm 290224 426m²/m 2.902.14 4.16cm 4 51203584 7168cm 6.15 6.15 6.159.0y9.0160y70075

2.5.1Section illustrations and dataHP 290S-5Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 774 550 1099kg/m 69.7 49.5 99.0cm² 86.8 61.6 123.2cm 347270 518m²/m 3.472,60 5.08cm 4 109207753 15506cm 11.22 11.22 11.225.05.0y294y71076

2.5.1Section illustrations and dataHP 290S-6Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 933 662 1325kg/m 83.7 59.4 118.8cm² 103.9 73.8 147.6cm 347270 518m²/m 3.472.60 5.08cm 4 135309606 19213cm 11.44 11.44 11.446.06.0y296y71077

2.5.1Section illustrations and dataHP 290S-7Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 1080 767 1534kg/m 97.6 69.3 138.60cm² 120.8 85.8 171.6cm 347270 518m²/m 3.472.60 5.08cm 4 1570111147 21981cm 11.40 11.40 11.407.07.0y298y71078

2.5.1Section illustrations and dataHP 290S-8Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 1230 873 1774kg/m 111.5 79.20 158.4cm² 137.7 97.8 195.6cm 347270 518m²/m 3.472.60 5.08cm 4 1789612706 25412cm 11.40 11.40 11.408.08.0y300y71079

2.5.1Section illustrations and dataHP 290S-9Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 1380 980 1960kg/m 125.6 89.2 178.4cm² 154.4 109.6 219.2cm 347270 518m²/m 3.472.60 5.08cm 4 2089614836 29672cm 11.63 11.63 11.639.09.0y300y71080

2.5.1Section illustrations and dataZK 785-5Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 605 475 950kg/m 53.4 41.9 83.8cm² 66.9 52.5 105.0cm 267220 418m²/m 2.672.10 4.08cm 4 83956590 13180cm 11.18 11.18 11.185.0y5.0y27678581

2.5.1Section illustrations and dataZK 785-6Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 724 568 1137kg/m 64.2 50.4 100.8cm² 80.1 62.9 125.8cm 267220 418m²/m 2.672.10 4.18cm 4 100537892 15783cm 11.18 11.18 11.186.0y6.0y27778582

2.5.1Section illustrations and dataZK 785-7Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 836 656 1313kg/m 74.4 58.4 116.8cm² 92.9 72.9 145.8cm 267220 418m²/m 2.672.10 4.18cm 4 116759150 18301cm 11.17 11.17 11.177.0y7.0y27878583

2.5.1Section illustrations and dataZK 785-8Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 951 747 1493kg/m 84.8 66.6 133.2cm² 106.1 83.3 166.6cm 267220 418m²/m 2.672.10 4.08cm 4 1330210442 20884cm 11.17 11.17 11.178.0y8.0y27978584

2.5.1Section illustrations and dataZK 785-9Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 1067 838 1675kg/m 95.3 74.8 149.6cm² 119.2 93.6 187.2cm 267220 418m²/m 2.672.10 4.08cm 4 1494411731 23462cm 11.17 11.17 11.179.0y9.0y28078585

2.5.1Section illustrations and dataZK 675-5Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 972 656 1312kg/m 62.1 41.9 83.8cm² 77.7 52.5 105.0cm 306213 404m²/m 3.06203 3.94cm 4 1850012488 24975cm 15.37 15.37 15.375.0y5.0y37667586

2.5.1Section illustrations and dataZK 675-6Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 1164 786 1571kg/m 74.7 504 100.8cm² 93.0 62.8 125.6cm 306213 404m²/m 3.062.03 3.94cm 4 2213114938 29876cm 15.37 15.37 15.376.0y6.0y37767587

2.5.1Section illustrations and dataZK 675-7Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 1350 911 1822kg/m 86.5 58.4 116.8cm² 108.1 73.0 146.0cm 306213 404m²/m 3.062.03 3.94cm 4 2569817346 34692cm 15.37 15.37 15.377.0y7.0y37867588

2.5.1Section illustrations and dataZK 675-8Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 1540 1040 2079kg/m 98.7 66.6 133.2cm² 123.4 83.3 166.6cm 306213 404m²/m 3.062.03 3.94cm 4 2933219800 39598cm 15.37 15.37 15.378.0y8.0y37967589

2.5.1Section illustrations and dataZK 675-9Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) Without interlock interior – two-side coatingW yIyiyUnit Per m wall Single pile Double pileEDcm³ 1728 1166 2333kg/m 110.8 74.8 149.6cm² 138.6 94.2 188.4cm 306213 404m²/m 3.062.03 3.94cm 4 3291422217 44434cm 15.37 15.37 15.379.0y9.0y38067590

2.5.2Section illustrations and dataCorner piles with Wall sections CFC 907312773291

2.6.1Section illustrations and dataTrench sheeting section KD VI/6Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) two-side coatingW yIyiyUnit Per m wall SectionEcm³ 182 109kg/m 62.5 37.5cm² 80.0 48.0cm 250170m²/m 2.51.70cm 4 726436cm 3.00 3.006.0y60°6.078y60092

2.6.1Section illustrations and dataTrench sheeting section KD VI/8WeightSection modulusCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyrationW yIyiyUnit Per m wall SectionEcm³ 242 145kg/m 83.2 50.0cm² 106.0 63.6cm 250170m²/m 2.51.70cm 4 968580cm 3.00 3.00e 1) 600two-side coating8.0y60°8.080y93

2.6.1Section illustrations and dataTrench sheeting section KD 4/4Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) two-side coatingW yIyiyUnit Per m wall SectionEcm³ 70 28kg/m 36.7 14.7cm² 46.8 18.7cm 238105m²/m 2.381.05cm 4 16867cm 1.90 1.904.04840094

2.6.1Section illustrations and dataTrench sheeting section KD 4/6Section modulusWeightCross sectional areaCircumferenceCoating area 1)Second moment of inertiaRadius of gyratione 1) two-side coatingW yIyiyUnit Per m wall SectionEcm³ 102 41kg/m 55.3 22.1cm² 70.5 28.2cm 238105m²/m 2.381.05cm 4 254102cm 1.90 1.906.05040095

3.0 Available typesTerms of delivery

3.1Available sections, terms of deliveryInterlocksLARSSEN sectionInterlock design conformingto DIN EN 10248-2 andE 67 of EAU 2004LARSSEN 43, 430Interlock design conformingto DIN EN 10248-2 andE 67 of EAU 2004HOESCH section(finger-and-socket interlock)Interlock design conformingto DIN EN 10248-2 andE 67 of EAU 2004PEINE interlock steel/PEINE sheet pilingInterlock design conformingto DIN EN 10248-2 andE 67 of EAU 2004UNION straight-websectionInterlock design conformingto DIN EN 10248-2 andE 67 of EAU 2004KL lightweight sectionInterlock design conformingto DIN EN 10249-21

3.2.1Available sections, terms of deliverySheet piling steel grades for hot-rolled sheet piles conforming to DIN EN 10 248-1Steel gradeTensile strength Minimum yield point Minimum elongationS 240 GPS 270 GPS 320 GPS 355 GPS 390 GPS 430 GP1)1)N/mm²340410440480490510N/mm²240270320355390430%262423222019e 1) For the higher-strength sheet piling steels S 390 GP and S 430 GP, an approval certificate (Z-30. 1-7) from the building supervisoryauthorities dated February 28, 2005 is available.Higher-strength weldable sheet piling steels according to works standardsSteel gradeTensile strength Minimum yield point Minimum elongationSt Sp 460St Sp 500N/mm²550590N/mm²460500Further steel grades to national and international standard available on request.%1716Materials – Standard steel grades for PEINER sectionsSteel gradesStandardStructural steelsFine grain structural steelsWeather resistant steelsSheet piling steelsSpecial steel grades of the PEINE Träger seriesFurther steel grades upon requestEN 10025EN 10113EN 10155EN 10248PEINE Träger material standard, minimum yield pointfrom 355 to 460 N/mm²e. g.: BS, NF, ASTM, JIS, CSAG, GOST, UNIAll sections are available in accordance with current national and international standards and alsospecial specifications if required.A choice is provided in the table “Steel grades”.2

3.2.2Available sections, terms of deliveryÜHP proof of conformity for steel sheet piles in accordance with Bauregelliste(list of relevant standards and specifications) A, Part 1During production, a certified quality managementsystem conforming to DIN EN ISO 9001 upholdsa high standard of quality from the start of theprocess right through to the finished steel sheetpiling.In addition, all sections are supplied with the rolledHOESCH mark. This means it is possible to traceall approved construction products and excludeconfusion with materials without conformity markapproval.This is an essential precondition for the demandedÜHP proof of conformity for sheet steel piles inaccordance with Bauregelliste A, Part 1.Following inspection by the North-Rhine/WestphalianMaterials Testing Office (DocumentNo. 11 0001 0 97), HSP Hoesch Spundwandand Profil GmbH in Dortmund is entitled toconformitymark its steel sheet piles producedin accordance with DIN EN 10248.The materials flow, identification, traceability andmarking of HSP products are elements of the qualityassurance system built up in accordance with DINEN ISO 9001/2000 and recertified by LRQA fromJanuary 1, 2005.HSPHOESCH SPUNDWANDUNDPROFIL GMBHDortmundDIN EN 10248-1S240GP Typ PS270GPS355GP3

3.2.3Available sections, terms of deliveryDeviation limits and dimensional tolerances for hot-rolled sheet piles made of unalloyedsteels conforming to DIN EN 10 248-2Pile widthWall thicknesses ofU sectionsWall thicknesses ofZ sections andstraight-web sectionsHeight of U sectionsHeight of Z sectionsDeviation fromstraightnessPile lengthCutWeightSection interlocksSingle piles ± 2%; double and triple piles ± 3%t: up to 8.5 mm = ± 0.5 mm; over 8.5 mm = ± 6% ts: u p to 8.5 mm = – 0.5 mm; over 8.5 mm = – 6% s 1)t, s: up to 8.5 mm = ± 0.5 mm; over 8.5 mm = ± 6% s, th: u p to 200 mm = ± 4 mm; over 200 mm = ± 5 mmh: u p to 200 mm = ± 5 mm; von 200 up to 300 mm = ± 6 mm;over 300 mm = ± 7 mmThe longitudinal deviation from straightness must not exceed 0.2%of pile length.Sheet pile lengths are permitted to deviate by ± 200 mm from the orderedlengths.Cut at right angles to the longitudinal axis. The total deviation betweenthe highest and lowest points in the cutting plane, measured on a singlepile along the longitudinal axis, must not exceed 2% of pile width.The tolerance between the arithmetic weight (according to section tables)and weighed weight of the total consignment must be within ± 5%.The interlocks shall have adequate free play so that the piles can be fitted intoeach other and they must engage in such a manner that the in-service forcescan be transmitted. The minimum interlock overlap on U and Z piles must notbe less than 4 mm and on straight-web sections not less than 7 mm.e 1) Normally the positive tolerance shall be at the discretion of the manufacturer. At the time of the enquiry and order,a limitation on the positive tolerance can be agreed. In this case, the following values should be chosen: + 0.5 mmfor s ≤ 8.5 mm and + 6 % s for s > 8.5 mm.4

3.3.1Available sections, terms of deliverySteel grade for cold-roll formed sheet piles conforming to DIN EN 10 249-1Steel gradeTensile strength Minimum yield point Minimum elongationS 275 JCN/mm²410N/mm²275%22Deviation limits and dimensional tolerances for cold-roll formed sheet piles made ofunalloyed steels conforming to DIN EN 10249-2Pile widthSheet thickness fornominal widths up to1200 mmSheet thickness fornominal widths from1200 to 1500 mmPile heightDeviation fromstraightnessTwistPile lengthCutWeightSingle piles ± 2%‚ double piles ± 3%from 4.00 to 5.00 mm = ± 0.24 mm;from 5.00 to 6.00 mm = ± 0.26 mm;from 6.00 to 8.00 mm = ± 0.29 mmfrom 4.00 to 5.00 mm = ± 0.26 mm;from 5.00 to 6.00 mm = ± 0.28 mm;from 6.00 to 8.00 mm = ± 0.30 mmup to 200 mm pile height ± 4 mmThe longitudinal deviation from straightness must not exceed 0.25%of pile length.The twist must not exceed 2% of pile length, but must be no morethan 100 mm.Sheet pile lengths are permitted to deviate by ± 50 mmfrom the ordered lengths.Cut at right angles to the longitudinal axis. The total deviation betweenthe highest and lowest points in the cutting plane, measured at rightangles to the pile's longitudinal axis, must not exceed 2% of pile width.The tolerance between the arithmetic weight (according to section tables)and weighed weight of the total consignment must be within ± 7%.5

3.4.1Available sections, terms of deliverySection abbreviationsE, Ea, Eb = single pileD, Da, Db, Dz = double pileDr, Dra, Drb = triple pileV= quadruple pileAdapter pilesTo achieve fixed wall lengths, it may be necessary to fit adapter piles. The system widths of these piles aremodified as required, although the width of the individual adapter pile depends on driving requirements.Available LARSSEN sections20, 600, 700 and 750 seriesEtshbD(S-shape)Web(leg)InterlockBack of pileDzNon-standard formDrTriple piles of the 700 and 750 series on request6

3.4.1Available sections, terms of deliveryLARSSEN 43(Pay attention to interlock position)EiaD(S-shape)aiaiDz(Z-shape, forwall form430 only)ia = outer locki = inner lockaaiTriple piles on requestLARSSEN 430(Wall form of LARSSEN 43)VTo withstand the shear forces,it is necessary to cramp theinterlocks on the wall axis.double-pile in Z-Formdouble-pile in S-FormWall axissingle-drive quad pile assembly7

3.4.1Available sections, terms of deliveryHandling holes and cramping/welding of LARSSEN sectionsHandling holes can be provided on request.Each pile back is then provided with a holeas indicated on the drawing. Holes canbe provided at a distance of either 75 or300 mm from the upper pile edge (to bestated when ordering).The section moduli stated in this manual forLARSSEN sections necessitate the locking ofthe pile interlocks, either by factory cramping,factory shearresistant welding or site welding.300/75The interlocks of double piles prefabricatedin the factory are doublecramped at centersof approx. 0.4 m, while those of triple pilesare doublecramped at 0.8 m centers.Cramps may also be spaced more closelyby arrangement.When the interlock bars are pushed inopposite directions, each cramp is capableof absorbing 75 kN after a pushing distanceof 5 mm.40 Ø8

3.4.2Available sections, terms of deliveryAvailable HOESCH sectionsEbSocket fingerSocket flangeSocket fingerSocket flangeSocket thumbWebSocket thumbWebFingerFinger flangeFinger flangeFinger(E in b-position, web falling to the right)DaBack with interlockWebDbTriple piles on request9

3.4.2Available sections, terms of deliveryHandling holes and cramping/welding of HOESCH sectionsHandling holes can be provided on request.Each pile web is then provided with a holeas indicated on the drawing. Holes canbe provided at a distance of either 75 or300 mm from the upper pile edge (to bestated when ordering). Composite piles whichhave been prefabricated in the factory arecramped at the interlocks on request, i.e. theinterlocks are pressed together by means ofa punch at regular intervals down the backof the pile.300/75The section moduli of HOESCH sections donot necessitate the cramping of prefabricatedinterlocks.On request, cramping can be provided fortransport and handling purposes.The cramping points are spaced at2.40 meters.40 ØInstructions for the site and construction:• When taking up and inserting unpressedpiles together, each pile must besuspended from a lifting hook.• The position of the cramping mark shouldbe borne in mind if the walls are visible.10

3.4.3Available sections, terms of deliveryAvailable UNION straight-web sectionsEbthDThumbWebFingerNon-standard form11

3.4.3Available sections, terms of deliveryHandling holes and cramping/welding of UNION straight-web sectionsHandling holes are provided on request inthe center of each pile web as shown in thedrawing.Holes can be provided at a distance ofeither 75 or 300 mm from the upper pileedge (to be stated when ordering).The double piles of UNION straight-websections are always supplied withoutcramping.300/75Note:When lifting unpressed double or multiplepiles on the site, each pile must besuspended from a lifting hook.40 Ø12

3.4.4Available sections, terms of deliveryAvailable KL, TKL and HP lightweight sectionsEaFlange aFlange bSingle pile in a-position(Non-standard form)Ebt = sbhSingle pile in b-position(Standard form)DaDouble piles (Da) only available by special agreement.DbDouble piles (Db) only available by special agreement.Available ZK lightweight sectionsED(Non-standard form)Double piles (D) only available by special agreement.Double piles welded in the interlock on one side.13

3.4.4Available sections, terms of deliveryHandling holes of KL and TKL lightweight sections and hat sections (HP)The KL and TKL lightweight sections and HP hat sections are supplied with handling holes.The holes are applied at both ends, as shown in the figure.View BTop edge250 (265)a-positionKL section hole145 mm from top edge250 mm from bottom edgeNon-standardform40HP and TKLsection hole265 mm from top edge295 mm from bottom edgeStandard formb-position145 (295)Bottom edge40KL section holeHP and TKLsection hole250 mm from top edge145 mm from bottom edge295 mm from top edge265 mm from bottom edgeStandard formNon-standardformBZK lightweight section holeZK lightweight sections are suppliedwithout handling holes.Welding of ZK lightweight sectionsDouble piles, which we only supply byspecial agreement, can be welded in theinterlock on one side at the top, bottom orin the middle of the pile.The weld seam at the top and bottom is15 cm long in each case.Other seams are 10 cm long and weldedat intervals of 1.5 m.14

A3.4.5Available sections, terms of deliveryAvailable trench sheetingEKD VI/6KD VI/8hbt = sEt = sKD 4/4KD 4/6hbHandling holes of KD VI/6 and KD VI/8trench sheetingView Aalternative alternative150 150Top edge4040Bottom edge250145Handling holes in KD 4/4 and KD 4/6trench sheetingThe holes are applied at both ends,as shown in the figure.15

3.5.1Available sections, terms of deliveryFitting LARSSEN sections togetherSectionMatching the sections755703704600601602603604605606 n607 n22 10/10232425437551)7037041)6006016021)603604 n1)605606 n628607 n22 10/10231)242543xxxxxxx x xx x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx = Section interlocks do not match.e 1) The same applies to section variants of the same name.These details only apply to once-only section replacement.Always consult us if sections in continuous walls are to be regularly replaced.16

3.5.1Available sections, terms of deliveryFitting HOESCH sections togetherThesectionfingerFits in the section socketFits in thecornersection110512051255160516551705175518052305240525052555260534063506360637063806HOESCH 311051205 1)1255160516551705 1)1755 1)18052305240525052555 1)2605xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx = Section interlocks do not match. e 1) The same applies to section variants of the same name.These details only apply to once-only section replacement.Always consult us if sections in continuous walls are to be regularly replaced.17

3.5.2Available sections, terms of deliveryFitting HOESCH sections togetherThesectionsocketFits over the section fingerFits in thecornersection110512051255160516551705175518052305240525052555260534063506360637063806HOESCH 311051205 1)1255160516551705 1)1755 1)18052305240525052555 1)2605xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx = Section interlocks do not match.e 1) The same applies to section variants of the same name.These details only apply to once-only section replacement.Always consult us if sections in continuous walls are to be regularly replaced.Fitting UNION straight-web sections togetherThe interlocks of all UNION straight-web sections match.18

4.0 Steel pilesBox pilesSteel sheet pile wallsWide flange bearing pilesWide flange beamsPipe pilesPipe pile wallsAngle walls

t4.1LARSSEN steel pilesLARSSEN LP steel pilesNo. Sectionof modulusplates 1)Secondmoment ofinertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationLP 600LP 600 KLP 601LP 602LP 22 10/10LP 603LP 603 KLP 703LP 703 KLP 604 ny02020202020202020202W y W z Iy IzB H t s DevelopedSteelcrosssectionIncludedi yOutline Outl. 4)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cm8201650119028301540332017003320174033202080413022104150Bzz202021808701690207022301060 16602710 1830194040101830199019202115226024302410257026202760syH79001920084001970018600528002080055100295007034030200652003040064700644006960066000712005260057800583206350051600568007220077400761008130043100 9680096900 1020002780 46100 1026002920 100000 1078002630279046900963008390089100113191119197941711071851302091302081362156381922326381922326323503906345383503903844246383543941489.5 9.514614810.0 10.01481627.5 6.41588.2 8.0 16215815610.0 10.01509.7 8.2173166350173638 10.0 9.0390 166135 444738214 4849.5 8.0196199144 444196738 10.0 9.0223 484 199148 424187638 10.0 9.0226 464 17814424415125111821813623616626616626617427417227218428418828810401080104010801640168016401680156016401810189018101890237024602370246021602260e 1) The plates are welded on the outside of every backof pile. Dimensions 250 x 20 mm. For plates withthinner wall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Excluding internal surface of free interlocks.12.415.313.316.3e 4) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.Other pile combinations are possible.7.48.97.48.812.515.613.515.713.215.415.818.915.818.815.818.3Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm1

t4.1LARSSEN steel pilesLARSSEN LP steel pilesNo. Sectionof modulusplates 1)Secondmoment ofinertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationLP 23LP 24LP 704LP 25LP 605LP 605 KLP 606 nLP 755LP 607 n020202020202020202W y W z Iy IzB H t s DevelopedSteel Inclu-i y3) cross ded 4)sectionOutline Outl. 4)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cm2310 2330 54300 62400 155 470175 197 1960 16.6536 11.5 10.04480 2520 114300 67600 234 510 167 297 2070 19,62840 2400 66700 64300 175 470175 222 1960 17.3536 15.6 10.04970 2590 126700 69500 254 510 167 322 2070 19.825404770344055202800493028304960341055803370559043406540317033102720291028503010302031803080324061520125100807001408006570012580066400126500828001465001168001220007280078000907009590096200101400979001031003840 83300 1514003970 149300 1566003460 109100 1101003630 177200 115300161240206 470175536 20.0 11.5285 510 167167246173252 637188267484205738 10.2 9.5524 197470192637 12.5 9.0510 18447019212.2 10.0510 18463648552578849453414.4 9.2196186191270228 502636 19.019910.6307 542 18911.7 10.0217209205305262362212313221312240340244344290390265027601960207023602470216022602430254017.320.217.619.717.620.117.319.918.620.82960308018.520.82490 19.42610 21.3ze 1) The plates are welded on the outside of every backof pile. Dimensions 250 x 20 mm. For plates withthinner wall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Excluding internal surface of free interlocks.ysyHe 4) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.Other pile combinations are possible.zBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm2

4.1LARSSEN steel pilesLARSSEN LD steel pilesNo.ofplates 1)SectionmodulusSecondmoment ofinertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationLD 600LD 601LD 600 KLD 22 10/10LD 602LD 603LD 603 KLD 23LD 604 nLD 2403030303030303030303W y W z Iy IzB H t s DevelopedSteelcrosssectionIncludedi yOutline Outl. 4)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cm4150 3310 114000 113500 169 651219 215 3210 23.0686 9.5 9.56310 5190 192500 177900 287 671 214 365 3270 23.03250 3090 114800 115100 140 727239 177 4090 25.4745 7.5 6.46070 5860 240800 218100 258 747 232 327 4160 27.13460433063103840658036906480535036006260349062404730 41507440 67201188001972001316002533001302002562001682002945004950 4330 1757007640 6860 3017004760 4520 1832007820 7490 333600118800183500131500228800129900232400168300272500175600279400183400304300543084204860 2120007700 3625002121003362005470 5160 210000 2096008450 8120 358500 32980017829668619531373016027819431220432223325022133926338074572774787387365167110.0 10.066368310.0 10.08117337532192142342218.2 8.0 2392329.7 8.2256245736256811 10.0 9.0753 245712259812 11.5 10.0732 24576827410.0 9.0788 262712259812 15.6 10.0732 2452273772483982043542493993210327035103640409041604380450022.922.923.025.225.326.926.027.1261 4380 25.9411 4500 27.1296 4080 24.9446 4310 27.32824324890505027.429.0333 4080 25.1483 4310 27.2yztsyHe 1) The plates are welded on the outside of every backof pile. Dimensions 250 x 20 mm. For plates withthinner wall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Excluding internal surface of free interlocks.e 4) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.Other pile combinations are possible.zBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm3

4.1LARSSEN steel pilesLARSSEN LD steel pilesNo. Sectionof modulusplates 1)Secondmoment ofinertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationLD 703LD 703 KLD 605LD 704LD 605 KLD 25LD 606 nLD 755LD 607 n030303030303030303W y W z Iy IzB H t s DevelopedSteel Inclu-i y3) cross ded 4)sectionOutline Outl. 4)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cm5420 5170 232500 232300 203 864274 286 5784 30.0899 9.5 8.08740 8460 411800 380300 320 884 258 278 5910 31.85800 5520 248600 248200 216 864286 275 5784 30.0899 10.0 9.09090 8820 428000 396400 334 884 278 425 5910 31.76160 5660 254000 253900 251 792283 318 5190 28.3897 12.5 9.09300 8730 421100 391700 368 812 270 468 5360 30.06020 5670 270700 270600 242 885300 308 6220 29.7954 10.2 9.59510 9080 466900 432900 359 905 290 458 6370 31.96390 5860 263600 262700 260 792283 330 5190 28.3897 12.2 10.09520 8910 430800 399800 378 812 270 480 5360 30.06500 6170 249600 250500 309 712259 393 4080 25.2812 20.0 11.59390 9140 397100 371300 427 732 245 543 4310 27,07080 6690 298600 303900 28310230 9920 472000 450500 4008500 7850 399500 399400 28711950 11320 609900 576200 4058550 7930 366700 365800 34211670 11140 544700 513700 460799286908 14.4 9.2819 2739353191018 11.7 10.0955 309805290922 19.0 10.6825 2773605103655154355855280 28.85450 30.47020719033.134.45380 29.05570 30.5zte 1) The plates are welded on the outside of every backof pile. Dimensions 250 x 20 mm. For plates withthinner wall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Excluding internal surface of free interlocks.ysyHe 4) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.Other pile combinations are possible.zBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm4

t4.1LARSSEN steel pilesLARSSEN LV steel pilesNo. Sectionof modulusplates 1)Secondmoment ofinertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationLV 601LV 22 10/10 0 4LV 602LV 600LV 600 KLV 603LV 23LV 603 KLV 604 nLV 703040404040404040404W y W z Iy IzB H t s DevelopedSteelcrosssectionIncludedi yOutline Outl. 4)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cm538010130646010850615010860660010470z690010790783012530801012750822012900905014050916014790y y Hs2611005114002941005156002981005484002673004448002809304608803839006391003965006568004027006579004735007628005355008942001873442604172143742263862383952594163104702724292954522704279701010910950970101081585581585598010209901030980102010461086116912097.5 6.4 32530831010.0 10.02928.2 8.0 3253089.5 9.5 29828210.0 10.0 2982829.7 8.2 34032211.5 10.0 34832510.0 9.0 34032210.0 9.0 3643429.5 8.0 385367236436331531272472288488302502330530395595347547376576344544e 1) The plates are welded on the outside of every backof pile. Dimensions 250 x 20 mm. For plates withthinner wall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Excluding internal surface of free interlocks.7110 33.37850 34.25870 29.86030 31.27110 33.17850 34.1595060305950603074907680660074507490768030.530.230.530.334.134.731.633.234.134.78190885035.536.410000 39.510180 40.5e 4) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.Other pile combinations are possible.BzWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm5

t4.1LARSSEN steel pilesLARSSEN LV steel pilesNo. Sectionof modulusplates 1)Secondmoment ofinertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationLV 24LV 703 KLV 605LV 704LV 605 KLV 25LV 606 nLV 755LV 607 n040404040404040404W y W z Iy IzB H t s DevelopedSteelcrosssectionIncludedi yOutline Outl. 4)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cm9240139509790154001033015510105301633010650158201109015710118301703014300202901441019620457900718200572300931000562900876100636800101970058040089360054890080910065340097510090740013280008084001140000350510288445334491322479347507412572377534382539456613990103011691209109011301209124910901130990103011051145126913091122116215.6 10.0 34832510.0 9.0 38536712.5 9.0 38035210.2 9.5 40238312.2 10.0 38035220.0 11.5 34832514.43809.235511.7 10.0 42740719.0 10.6 39036044664636756710000 39.510180 40.5425 8640 36.4625 9350 37.44106104426425247244806804876875807806600 32.07450 33.31055010990119201244039.440.98640 36.29350 37.36600 32.47450 33.48700 36.99510 37.843.244.08830 37.39740 38.2zy y Hse 1) The plates are welded on the outside of every backof pile. Dimensions 250 x 20 mm. For plates withthinner wall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Excluding internal surface of free interlocks.e 4) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.Other pile combinations are possible.BzWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm6

t4.1LARSSEN steel pilesLARSSEN LF steel pilesNo. Sectionof modulusplates 1)Secondmoment ofinertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationLF 601LF 602LF 600050505LF 22 10/10 0 50LF 600 K5LF 603LF 603 KLF 23050505W y W z Iy IzB H t s DevelopedSteel Includedcrossi ysectionOutlineOutl. 4)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cm819017050z803015410s49400010540009380 9200 56570018330 16640 11340009940 9280 52180017950 16030 9796009820 9590 54510016950 15760 9660001043018460118402102012400216609730164901126018730118001931012050 1178021140 188805475001007000717900131000075230013500007184001288000493200946300564900102100052280090340054420089440054820092940071660011920007513001229000719600115300023412281171430 1191267 11711228463 1191282 10741127478 109432511351080521 11002974933245203415373885841273121312333967.5 6.43804548.2 8.04149.5 9.5 36334838010.0 10.035311271074 36310.0 10.01094 3489.7 8.24233941213 4231273 10.0 9.01233 3941165 4281222 11.5 10.01185 3782955451074011040e 1) The plates are welded on the outside of every backof pile. Dimensions 250 x 20 mm. For plates withthinner wall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Excluding internal surface of free interlocks.e 4) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.Other pile combinations are possible.40.944.0340590121001324040.843.8359 9270 38.1609 9330 40.1414 8870 36.3664 9740 38.1378628415665435685494744927093301124011950112401195096101098038.140.041.644.441.644.438.241.6yyHzBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm7

t4.1LARSSEN steel pilesLARSSEN LF steel pilesNo. Sectionof modulusplates 1)Secondmoment ofinertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationLF 604 n 0 5LF 2405LF 605LF 605 K0505LF 2505LF 606 n05LF 607 n 0 5W y W z Iy IzB H t s DevelopedSteel Includedcrossi ysectionOutlineOutl. 4)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cm13640 1307023480 20930138702292015530257701353020780150102315016090 1556026430 23730875500154400082710014000001030400 10302001748000 159000010668001792000875800140200082700012690001068000162900036956543863441861443463016530 16130 986100 98530025660 23510 1571000 143600017810 17270 1195000 1196000 47128220 25620 1937000 1774000 66721720 21070 1476000 147700032360 29660 2252000 20790001277 4541340 10.0 9.01297 41411654281222 15.6 10.01185 3781373130946812.5 9.01329 4251373130946812.2 10.01329 425515 11654281222 20.0 11.5711 1185 37813214781385 14.4 9.21341 428570 13364851402 19.0 10.6766 1356 43447072055580553078055280212100132409610109801259013890125901389043.246.338.641.744.147.344.047.3655 9610 38.8905 10980 41.7600850127401414044.647.7725 12910 45.1975 14460 46.2zse 1) The plates are welded on the outside of every backof pile. Dimensions 250 x 20 mm. For plates withthinner wall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Excluding internal surface of free interlocks.e 4) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.Other pile combinations are possible.yyHzBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm8

t4.1LARSSEN steel pilesLARSSEN LS steel pilesNo. Sectionof modulusplates 1)Secondmoment ofinertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationLS 601LS 602LS 600LS 22 10/10LS 600 KLS 603LS 23LS 603 K0606060606060606W y W z Iy IzB H t s DevelopedSteelcrosssectionIncludedi yOutline Outl. 4)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cm9680 12220 469600 979800 281 1604 970 484 354 12680 36.47.5 6.419100 22510 964900 1850600 516 1644 1010 435 654 13360 38.411090 14020 537900 1124300 320 1604 970 484 408 12680 36.38.2 8.020460 24270 1033300 1995000 560 1644 1010 435 708 13360 38.211760 15350 476200 1109500 338 1450 815 435 430 10940 33.09.5 9.519420 25040 825400 1860800 578 1490 855 409 730 11210 33.611790 15910 536600 1151700 390 1448 910 455 497 10140 32.910.0 10.020510 25490 974300 1845700 626 1488 950 400 797 10930 35.012190 16100 497400 1163900 356 1450 815 435 454 10940 33.110.0 10.019930 25400 851200 1895000 592 1490 855 409 754 11210 33.614200 17460 695600 1411300 389 1617 980 500 496 13120 37.59.7 8.223550 27700 1200900 2295300 625 1657 1020 452 796 13960 38.914760 17150 730600 1309000 465 1526 990 511 592 11340 35.111.5 10.024190 26300 1246000 2059000 705 1566 1030 432 892 12160 37.414880 18330 729300 1481700 409 1617 980 500 521 13120 37.410.0 9.024210 28550 1234600 2365600 644 1657 1020 452 821 13960 38.8e 1) The plates are welded on the outside of every backof pile. Dimensions 250 x 20 mm. For plates withthinner wall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Excluding internal surface of free interlocks.zse 4) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.Other pile combinations are possible.yyHzBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm9

t4.1LARSSEN steel pilesLARSSEN LS steel pilesNo. Sectionof modulusplates 1)Secondmoment ofinertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationLS 604 nLS 24LS 605LS 605 KLS 25LS 606 nLS 607 n06060606060606W zW y Iy IzB H t s DevelopedSteelcrosssectionIncludedi yOutline Outl. 4)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cm16500 21710 863000 1826000 443 1682 104626450 32850 1436500 2762900 678 1722 108617180 19570 850400 1493000 525 1526 99026530 26680 1366000 2246000 765 1566 103019000 22330 1035000 1928000 501 1727 109029320 32870 1656300 2904300 736 1767 113019530 23120 1064500 1996200 520 172729840 33650 1685800 2972600 760 176720700 23310 1024600 1778500 618 152629900 32330 1540000 2531000 858 156621880 28080 1209000 2443000 565 1740 110532270 39420 1847000 3429000 800 1780 114526860 34110 1507000 2998000 684 175837250 45520 2164000 4001000 920 179810.0 9.053846915.6 10.051143212.5 9.05604801090 56012.2 10.01130 480990 51120.0 11.51030 43214.4 9.25674821122 57619.0 10.61162 487564864669969638938149401629040.342.0663 14940 40.1963 16290 41.87861086720102087011701430015490113401216011340121601507016530152701688039.140.835.737.536.137.741.042.641.643.0e 1) The plates are welded on the outside of every backof pile. Dimensions 250 x 20 mm. For plates withthinner wall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Excluding internal surface of free interlocks.e 4) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.Other pile combinations are possible.szyyHzBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm10

t4.1LARSSEN steel pilesLARSSEN LS-R steel pilesNo. Sectionof modulusplates 1)Secondmoment ofinertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationLS 23 RLS 24-RLS 25-R060606W zW yIy Iz B H t s DevelopedSteelcrosssectionIncludedi yOutline Outl. 4)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cm169802685019480292802337033060173502804019910305802389034520117140019064001344200207920016125002347500465 1350705 1360525 1350765 1360618 1350858 136013801420138014201380142011.5 10.0 52243215.6 10.0 52243220.0 11.5 522432592892699969786108613120150101312015010131201501044.546.244.846.345.346.5e 1) The plates are welded on the outside of every backof pile. Dimensions 250 x 20 mm. For plates withthinner wall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Excluding internal surface of free interlocks.Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.e 4) Weld seam type: External, continuouszsyyHzBWeld seam thickness: Min. a = 5 mm11

t4.1LARSSEN steel pilesLARSSEN LA-R steel pilesNo. Sectionof modulusplates 1)Secondmoment ofinertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationLA 24-RLA 25-R0808W y W z Iy Iz B H t s DevelopedSteelcrosssectionIncludedi yOutline Outl. 4)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cm34000510004070057500300800046100003602000520400070010208241144177018101770181015.6 10.0 69155020.0 11.5 6915508921292104814482177024370217702437058.059.758.659.9e 1) The plates are welded on the outside of every backof pile. Dimensions 250 x 20 mm. For plates withthinner wall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Excluding internal surface of free interlocks.Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.e 4) Weld seam type: External, continuouszsyyHzBWeld seam thickness: Min. a = 5 mm12

t4.2HOESCH steel pilesHOESCH HP steel piles HP / HSinglepilesSectionmodulusSecondmomentof inertiaWeightDimensionsCircumference2)AreaRadiusofgyrationHP 1205 / 520 1205HP 1705 K/700 1705 KHP 2555 K/700 2555 KW y Iy B H t s DevelopedOut-Steel IncludedOut-i y1) line crosssection2) line2)cm³ cm4kg/m mm mm mm mm cm cm cm² cm² cm²3430494088530 215.0 1150 520173860 235.5 1150 7009.59.59.59.530032927029127430031004150412055306890 242560 302.0 1150 700 12.8 10.0 366 299 385 4180 6040e 1) Excluding internal surface of free interlocks.cm17.9824.1025.10e 2) Inclusive of steel surface area.The outlined area is the linear contour around allexternal, projecting edges.HP 1205 / HZyyHsZBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm13

tttWeight4.3UNION steel pilesU sections for UNION steel pilesy135°170322y83U sectionU 10U 13U 16mm101316Fcm²41.451.060.5Iycm²256268295W ycm³454651Gkg/m32.540.047.5UNION UP steel pilesNo.ofplates 1)SectionmodulusSecondmomentof inertiaDimensionsCircumferenceArea2)RadiusofgyrationW y W z Iy IzB H t s DevelopedSteelcrosssectionIncludedi yOutline Outline 3)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cmUP 102 0 2UP 132 0 2UP 162 0 238681648089255895557464464171174281232008400398091904630984092401037010320114501195013070651128012795142322322322166206 10 10 8282166206 13 13 8282166206 16 16 828282.5143.0102.0162.0121.0181.04574574574574574576.237.686.247.536.197.37ysZyHe 1) The plates are welded on the outside of every backof pile. Dimensions 150 x 20 mm. For plates with thinnerwall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.ZBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm14

4.3UNION steel pilesUNION UP steel pilesNo.ofplates 1)SectionmodulusSecondmomentof inertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationW zW y Iy Iz B H t s DevelopedSteelcrosssectionIncludedi yOutline Outline 3)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cmUP 103UP 133UP 16303030310401890125021001470233020280360802438040180286704447098169120191142213390390390366386 10 10 119119366386 13 13 119119366386 16 16 11911912421415324318127110801080108010801080108012.812.812.612.612.612.6e 1) The plates are welded on the outside of every backof pile. Dimensions 150 x 20 mm. For plates with thinnerwall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.ztyysHzBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm15

4.3UNION steel pilesUNION UP steel pilesNo.ofplates 1)SectionmodulusSecondmomentof inertiaWeightDimensionsCircumferenceArea2)RadiusofgyrationW zW y Iy Iz B H t s DevelopedSteel Inclu-i ycross ded 3)sectionOutline Outline 3)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cmUP 104 048UP 134 048UP 164 048198032904760241036805150282040605530469508453012210056950945801322006670010435014200013022431816025434819028437847451451447451451447451451447451451447451451447451451410 1013 1316 1615715715715715715716528540520432444424136148118501850185018501850185016.917.217.316.717.117.316.617.017.2e 1) The plates are welded on the outside of every backof pile. Dimensions 150 x 20 mm. For plates with thinnerwall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.zstyyHzBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm16

4.3UNION steel pilesUNION UP steel pilesNo.ofplates 1)SectionmodulusSecondmomentof inertiaWeightDimensionsCircumference2)AreaRadiusofgyrationW zW y Iy Iz B H t s DevelopedSteel Inclu-cross ded 3)sectionOutline Outline 3)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm²i ycmUP 105UP 135UP 16505050529905040365056604310627028705150350057804130641088970159800108500179300128000198800163281200318237355620620620594614 10 10 192191594614 13 13 192191594614 16 16 19219120735725540530245225902700259027002590270020.721.120.621.020.621.0e 1) The plates are welded on the outside of every backof pile. Dimensions 150 x 20 mm. For plates with thinnerwall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.ztsyyHzBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm17

s4.3UNION steel pilesUNION UP steel pilesNo.ofplates 1)SectionmodulusSecondmomentof inertiaWeightDimensionsCircumference2)AreaRadiusofgyrationW y W z Iy Iz B H t s DevelopedSteel Inclu-i ycross ded 3)sectionOutline Outline 3)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cmUP 106 036UP 136 036UP 166 0364180 148000 1955550 5880 208000 2667150 7570 268000 3365130 181600 24064408040683085202416003016003113816070 214900 284733089307770946027490033490035542570870870870872874870872874870872874810 1013 1316 1622822622822622822624833842830539548536245254238904000389040003890400024.424.825.024.424.724.924.424.624.8ze 1) The plates are welded on the outside of every backof pile. Dimensions 150 x 20 mm. For plates with thinnerwall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.tyyHzBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm18

4.3UNION steel pilesUNION UP steel pilesNo.ofplates 1)SectionmodulusSecondmomentof inertiaWeightDimensionsCircumference2)AreaRadiusofgyrationW y W z Iy Iz B H t s DevelopedSteel Inclu-i ycross ded 3)sectionOutline Outline 3)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm² cmUP 107UP 137UP 16707070755809670546095602288004158002829004700003354005225002283932804456900 674010930 108008180 800033212150497838870838870838870818850 10 10 266260818850 13 13 266260818850 16 16 26626028949935756742263251905350519053505190535028.128.928.228.828.228.8e 1) The plates are welded on the outside of every backof pile. Dimensions 150 x 20 mm. For plates with thinnerwall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.zstyyHzBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm19

4.3UNION steel pilesUNION UP steel pilesNo.ofplates 1)SectionmodulusSecondmomentof inertiaWeightDimensionsCircumferenceArea2)Radiusofgyrationi ycmUP 108 048UP 138 048UP 168 04872809770125508930113501414010560129101570033780047270060760041450054940068430049000062490075980026035444832041450838047456892896896892896896892896896892896896892896896892896896810 1013 1316 1630429430429430429433045057040852864848260272266406840664068406640684032.032.432.631.932.432.631.932.232.4ze 1) The plates are welded on the outside of every backof pile. Dimensions 150 x 20 mm. For plates with thinnerwall thicknesses, interpolation can be linear.e 2) Without plates.e 3) Inclusive of steel surface area, without plates.The outlined area is the linear contour around allexternal, projecting edges.sW y W z Iy Iz B H t s DevelopedSteel Inclu-cross ded 3)sectionOutline Outline 3)cm³ cm³ cm4cm4kg/m mm mm mm mm cm cm² cm²tyyHzBWeld seam type: External, continuousWeld seam thickness: Min. a = 5 mm20

4.4LARSSEN box pilesLARSSEN LK box pilesSectionmodulusSecondmomentof inertiaWeight 1)DimensionsCircumferenceAreaRadiusofgyrationLK 23/ 580 •12LK 23/ 680 •12LK 23/ 780 •12LK 23/ 880 •12LK 23/ 980 •12LK 23/ 1080 •12LK 24/ 580 •12LK 24/ 680 •12LK 24/ 780 •12LK 24/ 880 •12LK 24/ 980 •12LK 24/ 1080 •12LK 25/ 580 •12LK 25/ 680 •12LK 25/ 780 •12LK 25/ 880 •12LK 25/ 980 •12LK 25/ 1080 •12W y IyB H762089101029011750132901492088001021011710132901496016710104701208013780155601742019370265283302321340359285304323341360379316334353372391410500500500500500500500500500500500500500500500500500500100011001200130014001500100011001200130014001500100011001200130014001500DevelopedSteel2)Includedcm³ cm4kg/m mm mm cm cm² cm²380970490110617290763690930520111898043975056151070254086403010471701253180523300664280826520101122012195701452790304324344364384404304324344364384404304324344364384404337361385409433457363387411435459483402426450474498522429047305170560060406480429047305170560060406480429047305170560060406480i ycm33.636.840.043.246.449.534.838.141.344.647.850.936.139.542.946.249.552.8ze 1) Plus approx. 200 kg per LK box pile for head and footreinforcements and tubular puller devices.e 2) Including steel surface.Head and footreinforcementsyzByHAll LARSSEN sections with the exception of LARSSEN 43 are suitable for the fabricationof LK box piles.The tables on pages 22, 23 and 24 show a selection of proven LK box piles madefrom LARSSEN 23, 24, 25, 605 K, 606 n and 607 n.Subject to consultation with us, LK box piles can also be supplied with other sectionsand sheet metal dimensions.The head, foot and intermediate reinforcements along with puller devices are suppliedas per requirements. Generally speaking these involve a weight addition ofapprox. 200 kg per LK box pile. Plates can be welded to the inside or outside ofthe piles to increase the static values.21

4.4LARSSEN box pilesLARSSEN LK box pilesSectionmodulusSecondmomentof inertiaWeight 1) DimensionsCircumferenceAreaRadiusofgyrationLK 605 K/ 580 •12LK 605 K/ 680 •12LK 605 K/ 780 •12LK 605 K/ 880 •12LK 605 K/ 980 •12LK 605 K/1080 •12LK 605 K/ 1180 •12LK 605 K/ 1280 •12LK 605 K/ 1380 •12LK 606 n/ 565 •12LK 606 n/ 665 •12LK 606 n/ 765 •12LK 606 n/ 865 •12LK 606 n/ 965 •12LK 606 n/1065 •12LK 606 n/1165 •12LK 606 n/1265 •12LK 606 n/1365 •12W y IyB Hcm³ cm4kg/m mm mm cm cm² cm²86921009611585131591481516555183762027922264958011070126401429016030178501975021740238004345805552666951128553181037084124161014700961723742200374847910060860075820092900011220001339000158000018480002142000283302320339358377396415434301320339358377396414433452600600600600600600600600600600600600600600600600600600100011001200130014001500160017001800100011001200130014001500160017001800Developed3203403603804004204404604803203403603804004204404604802)Steel Included359383407431455479503527551375400424448472496520544568526258026342688274227962850290429582521057506290683073707910845089909530i ycm34.838.141.344.547.750.954.157.260.335.739.042.445.648.852.055.158.361.4ze 1) Plus approx. 200 kg per LK box pile for head and footreinforcements and tubular puller devices.e 2) Including steel surface.Head and footreinforcementsyyHzB22

4.4LARSSEN box pilesLARSSEN LK box pilesSectionmodulusSecondmomentof inertiaWeight 1)DimensionsCircumferenceAreaRadiusofgyrationLK 607 n/ 548 •12LK 607 n/ 648 •12LK 607 n/ 748 •12LK 607 n/ 848 •12LK 607 n/ 948 •12LK 607 n/1048 •12LK 607 n/1148 •12LK 607 n/1248 •12LK 607 n/1348 •12W y IyB Hcm³ cm4kg/m mm mm cm cm² cm²114701318014980168601882020870230002521027500573400724800898400109600013170001565000184000021430002475000332351369389407426445464482600600600600600600600600600100011001200130014001500160017001800Developed3313513713914114314514714912)Steel Included422446470494518542566590614517057106250679073307870841089509490i ycm36.940.343.747.150.553.857.060.363.5e 1) Plus approx. 200 kg per LK box pile for head and footreinforcements and tubular puller devices.e 2) Including steel surface.zHead and footreinforcementsyyHzB23

4.4LARSSEN box pilesLARSSEN LK box pilesSectionmodulusSecondmomentof inertiaWeight 1)DimensionsCircumferenceAreaRadiusofgyrationW y IyB HDeveloped2)Steel Includedcm³ cm4kg/m mm mm cm cm² cm² cmLK 430 25570 1928146 631 1416 1506 1106 803 11306 49.0i ye 1) Plus approx. 200 kg per LK box pile for head and footreinforcements and tubular puller devices.e 2) Including steel surface.Head and footreinforcementszyyHzB24

4.4LARSSEN box pilesLARSSEN LK box piles with LARSSEN-intermediate pilesLK 23/ 580 • 12LK 23/ 580 • 12LK 23/ 680 • 12LK 23/ 680 • 12LK 23/ 780 • 12LK 23/ 780 • 12LK 23/ 880 • 12LK 23/ 880 • 12LK 23/ 980 • 12LK 23/ 980 • 12LK 23/1080 • 12LK 23/1080 • 12LK 24/ 580 • 12LK 24/ 680 • 12LK 24/ 780 • 12LK 24/ 880 • 12LK 24/ 980 • 12LK 24/1080 • 12LK 25/ 580 • 12LK 25/ 680 • 12LK 25/ 780 • 12LK 25/ 880 • 12LK 25/ 980 • 12LK 25/1080 • 12Intermediate pile SectionmodulusWeightDimensionsTriple pile WIntermediate pile Intermediate pile B Hlength = 80%pile lengthslength = 100%pile lengthsLARSSEN 22 10/10LARSSEN 23LARSSEN 22 10/10LARSSEN 23LARSSEN 22 10/10LARSSEN 23LARSSEN 22 10/10LARSSEN 23LARSSEN 22 10/10LARSSEN 23LARSSEN 22 10/10LARSSEN 23LARSSEN 24LARSSEN 24LARSSEN 24LARSSEN 24LARSSEN 24LARSSEN 24LARSSEN 25LARSSEN 25LARSSEN 25LARSSEN 25LARSSEN 25LARSSEN 25cm³/m wall4110439047304990540056306110632068607060766078505120576064507200799088306100683076108450933010260kg/m² wall215230224239233248243258252267262277252261271280289299286295304314323333kg/m² wall234253243262253272262281272291281300278288297306316325317326335345354364mm mm2000 10002000 10002000 11002000 11002000 12002000 12002000 13002000 13002000 14002000 14002000 15002000 15002000 10002000 11002000 12002000 13002000 14002000 15002000 10002000 11002000 12002000 13002000 14002000 1500The weights stated make an additional allowance of approx.5 kg/m² for head, foot and intermediate reinforcements on theLK box piles.yyyIntermediate pile(LARSSEN triple pile)yyyHOther wall element combinations are also possible.In such cases it must be ensured that the LK box piles and theintermediate piles selected are properly matched (see chapter 3.5.1,page 16, “Fitting the sections together”).Head and foot reinforcementLARSSEN box pileBLK box piles can also be supplied with other sections and sheetmetal dimensions. We advise customers to consult us.25

4.4LARSSEN box pilesLARSSEN LK box piles with LARSSEN-intermediate pilesLK 605 K/ 580 • 12LK 605 K/ 680 • 12LK 605 K/ 780 • 12LK 605 K/ 880 • 12LK 605 K/ 980 • 12LK 605 K/1080 • 12LK 605 K/1180 • 12LK 605 K/1280 • 12LK 605 K/1380 • 12LK 606 n/ 565 • 12LK 606 n/ 665 • 12LK 606 n/ 765 • 12LK 606 n/ 865 • 12LK 606 n/ 965 • 12LK 606 n/1065 • 12LK 606 n/1165 • 12LK 606 n/1265 • 12LK 606 n/1365 • 12LK 607 n/ 548 • 12LK 607 n/ 648 • 12LK 607 n/ 748 • 12LK 607 n/ 848 • 12LK 607 n/ 948 • 12LK 607 n/1048 • 12LK 607 n/1148 • 12LK 607 n/1248 • 12LK 607 n/1348 • 12Intermediate pileTriple pileLARSSEN 605 KLARSSEN 605 KLARSSEN 605 KLARSSEN 605 KLARSSEN 605 KLARSSEN 605 KLARSSEN 605 KLARSSEN 605 KLARSSEN 605 KLARSSEN 606 nLARSSEN 606 nLARSSEN 606 nLARSSEN 606 nLARSSEN 606 nLARSSEN 606 nLARSSEN 606 nLARSSEN 606 nLARSSEN 606 nLARSSEN 607 nLARSSEN 607 nLARSSEN 607 nLARSSEN 607 nLARSSEN 607 nLARSSEN 607 nLARSSEN 607 nLARSSEN 607 nLARSSEN 607 nSectionmoduluscm³/m wall4210474253185936659472908025879696044740529058906530721079408700950010330577064007070779085509360102001109012010WeightIntermediate pilelength = 80%pile lengthskg/m² wall209217225233241249257265272228236244252260268275283291258265273281289297305312320Intermediate pilelength = 100%pile lengthskg/m² wall231239247255263270278286294253260268276284292300307315286294302310317325333341349DimensionsBHmm mm2400 10002400 11002400 12002400 13002400 14002400 15002400 16002400 17002400 18002400 10002400 11002400 12002400 13002400 14002400 15002400 16002400 17002400 18002400 10002400 11002400 12002400 13002400 14002400 15002400 16002400 17002400 1800yyThe weights stated make an additional allowance of approx. 5 kg/m² for head, footand intermediate reinforcements on the LK box piles.yyIntermediate pile(LARSSEN triple pile)Head and foot reinforcementLARSSEN box pileByyHOther wall element combinations are also possible. In such cases it must be ensuredthat the LK box piles and the intermediate piles selected are properly matched (seechapter 3.5.1, page 16, “Fitting the sections together”). LK box piles can also besupplied with other sections and sheet metal dimensions. We advise customers toconsult us.26

4.4LARSSEN box pilesIntermediate pilesTriple piles made from LARSSEN 22/10/10, 23, 24, 25, 605 K, 606 n and 607 n are generally used asintermediate piles. The dimensions and static values for triple piles are listed in chapter 2.1.1, “Sectionillustrations and data”.Calculation methodWhen calculating the static values for composite HOESCH steel sheet pile walls, the load-bearing capacityof the individual piling elements is based on their second moment of area.W=IB • H/2å=IyLK+ IDr[cm3/m]•B H/2Key:IyLK = Pile's second moment of area about axis y-yIDr = Intermediate pile's second moment of area (LARSSEN triple pile)H/2 = Edge spacing of LK box pile from axis y-yB = System widthyyy y Intermediate pileyy(LARSSEN triple pile)HHead and foot reinforcementLARSSEN box pileB27

4.5.1PEINE PSp steel sheet pile wallsPEINE PSp box pile walls, dimensions and weightsSectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Weight per single pilewithout locking barskg/m122127136188204199215221237232248243259267277283300314351365391t 1) Mean value = flange surface area : bDimensions1)h H b B s t tminmm mm mm mm mm mm mm3704005006006067007068008069009061000100610001004100610121017103010351117445475575675675775775875875975975107510751075107510751075108110991090117538038038046046046046046046046046046046046046046046046046046046039839839847847847847847847847847847847847847847847847847847847810111114141414141414141414141414141418182015.615.715.717.119.317.119.318.720.918.720.918.720.922.323.724.526.828.829.731.631.914.014.014.014.014.014.014.014.014.014.014.014.014.014.014.014.014.014.014.014.014.1tztmintztminssyyhyyHzbzB28

PEINE PSp steel sheet pile wallse 1) Rolling/delivery on request only.4.5.2PEINE PZ intermediate sectionsSection Form Weight Dimensionsa bkg/m mm mm1)610 23 175 152 2961)612 23 195 152 296675-12 23 209 142 4101)610 21 138 152 2961)612 21 158 152 296675-12 21 172 142 410cmm304304246304304246t/smm101212101212Hmm270272312270272312Circumferencem3.353.353.702.952.953.27CrosssectionalCoatingareaareaAIycm2m²/m42232492661762022193.193.193.532.952.953.29Secondmomentof inertiacm234002582034640167401903027360Distancefromextr. fibereycm15.014.916.814.814.916.8PZi 675-121350PZi 610 und PZi 6121200HForm 23a b c b aeyCenter lock insidestForm 21eyAbbreviationsPZ = PEINER intermediate profilePZi = PEINER intermediate profile, center lock insidePZa = PEINER intermediate profile, center lock outsideForm 21Form 23}st1 number = number of sectionsnd2 number = number of locking bars29

4.5.3PEINE PSp steel sheet pile wallsPEINE P locking barSectionmodulusWeightDimensionsCircumferenceCrosssectionalareaSecondmomentof inertiaDistancefromextr. fiberW y W z h b sIy Iz azcm3cm3kg/m mm mm mm cm cm 2 cm4cm4mm28 19.3 18.4 63.8 67 14 35.4 23.4 91.7 65.2 32.8zaz63.834yS14yz67Special interlockz8634yS14azyFor driving in heavy soils, a special foot-shaped interlock canbe used. This is attached to the foot of the PZ intermediatesections over a length of 300 to 500 mm.Weightkg/m30.5z67Developedcm 238.930

4.5.4PEINE PSp steel sheet pile wallsPEINE PSp box piles; single pile without locking bars; form 10Section SectionmodulusPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Second momentof inertiaWidthDistancefromextr. fiberCrosssectionalareaCircumferenceCoatingareaRadiusofgyrationW y W z Iy Iz b0 e1 Steel OutlinlopelinewaterDeve-Out-Flange on iy izsidecm³ cm³ cm4cm4kg/m mm cm cm² cm² cm cm m²/m cm 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.520.025.030.030.335.035.340.040.345.045.350.050.350.050.250.350.650.951.551.855.91551621732392602532742813022953163093303403533613824004474644981421153519152778280632383266369837264158418646184646461846374646467446974756477951572252312513013013213213393393593593793793773773773773773783783941591651852212222412422612622812823013023013023023033043073083240.390.390.390.470.470.470.470.470.470.470.470.470.470.470.470.470.470.470.470.470.4716.517.621.825.726.129.630.133.734.237.538.141.241.941.942.242.442.943.242.743.145.69.99.79.410.610.610.310.310.010.09.79.89.59.69.49.49.59.59.69.19.18.8Form 10zye1yI yW ye1 =e1zb031

4.5.5PEINE PSp steel sheet pile wallsPEINE PSp box piles; single pile with two locking bars; form 12Section Section modulus Second moment of inertiaWeight Width Distance from extr. fiber Cross sectional areaCircumferenceareaCoatingWz Iy Izbm B e1 e2 e3 Steel OutlinlopelineDeve-Out-Wy e1Wy e2Flange onwater sideinclusive oflocking barPSp cm³ cm³ cm³ cm4cm4kg/m mm cm cm cm cm cm² cm² cm m²/m370400500600606700706800806900906242026803490557061306720738084209170974010590310034404550677073608200889010140109401173012640146014601460198020601980206020202100202021005536065830105980194680214110272140298480385000419240498550541780338503387033870537405589053750558905483056980548305698015916417322524123625225727426828542342342350350350350350350350350339839839847847847847847847847847822.924.630.435.034.940.540.545.845.751.251.217.919.223.328.829.133.233.638.038.342.542.914.115.419.625.025.729.530.134.234.938.839.420220922028630730032132834934236315801707212930353065353835684040407045434573263269289339339359359377377397397cm1701761962322332522532722732922930.560.560.560.640.640.640.640.640.640.640.64Form 12Bze2 e3y ye1zbmRadiusof gyrationiy izcm cm16.617.822.026.126.430.130.534.334.738.238.712.912.712.413.713.513.413.212.912.812.712.532

4.5.5PEINE PSp steel sheet pile wallsPEINE PSp box piles; single pile with two locking bars; form 12SectionPSp cm³ cm³ cm³ cm4cm4kg/m mm cm cm cm cm cm² cm² cm100010061001101310161016 S101710301035 S11171111012070124901309013440144101524016450172601927013360143701471015340157201676017570185401955021640202021002100215021802260233023402410239062907068234070043073385075357080817085578092764097355011682005483056980571605835059310615706349063570654906521027929630431432033735138740142850350350350350350350350350350347847847847847847847847847847856.656.656.156.156.156.156.256.456.460.647.147.547.647.848.048.248.750.149.854.043.444.043.944.344.545.145.546.647.151.13563773874004084294474935115455045507550455065507551055131519652215633Section modulus CrossSecond moment Weight Width Distance from Wy e1Wy e2of inertiaextr. fiber sectional areaWz bm B e1 e2 e3 Steel OutlineCircumferenceDeveloped417417415415415415415416416432Iy Iz Outlinecm m²/m cm cm312313312313313314315318319335CoatingareaFlange onwater sideinclusive oflocking bar0.640.640.640.640.640.640.640.640.640.64Radiusof gyrationiy iz42.042.642.642.843.043.443.843.443.646.312.412.312.212.112.112.011.911.411.310.9Form 12Bze2 e3y ye1zbm33

4.5.5PEINE PSp steel sheet pile wallsPEINE PSp box piles; single pile with four locking bars; form 14SectionPSp370400500600606700706800806900906Section modulus CrossSecond moment Weight Width Distance from Wy e1Wy e2of inertiaextr. fiber sectional areaWz Iy Izb2 B e1 e2 Steel OutlineCircumferenceDevelopedcm³ cm³ cm³412045005720818087309730103701182012570135301438034303790498072707840879094501081011580124901336022602260226029603040296030403000308030003080cm4cm476220899501429002453302642703402803660204726405062306086006510705250052520525208059082740806008274081680838308168083830kg/m mm cm cm cm cm² cm² cm19520120926127827228929431130532246546546554554554554554554554554539839839847847847847847847847847818.520.025.030.030.335.035.340.040.345.045.322.323.828.833.833.838.838.843.843.848.848.824925626733335434736837539538940917721911237633303363387539084420445349654998301307327377377397397415415435435Form 14Bzy ye1e2zb2Outlinecm m²/m181187207243244263264283284303304CoatingareaFlange onwater sideinclusive oflocking bar0.560.560.560.640.640.640.640.640.640.640.64Radiusof gyrationiy izcm cm17.518.823.127.227.331.331.635.535.839.639.914.514.314.015.615.315.215.014.814.614.514.334

4.5.5PEINE PSp steel sheet pile wallsPEINE PSp box piles; single pile with four locking bars; form 14SectionPSp cm³ cm³ cm³ cm4cm4kg/m mm cm cm cm cm² cm² cm100010061001101310161016 S101710301035 S1117152801624016690172801763018590194602067021410237201422015190155201614016500175001830019380203302255030003080309031303170325033203320339033807639808163808341008670408865009404209890801064460110759013245908169083830840108520086160884209034090420923409206031633334035135737338742443846554554554554554554554554554554547847847847847847847847847847850.050.350.050.250.350.650.951.551.855.953.853.853.853.853.853.854.155.054.558.84034234344474544764935405585925510554355105532554355755603567357016150Section modulus CrossSecond moment Weight Width Distance from Wy e1Wy e2of inertiaextr. fiber sectional areaWz b2 B e1 e2 Steel OutlineCircumferenceDeveloped455455453453453453453454454470Iy Iz Outlinecm m²/m cm cm323324323324324325326329330346CoatingareaFlange onwater sideinclusive oflocking bar0.640.640.640.640.640.640.640.640.640.64Radiusof gyrationiy iz43.643.943.944.144.244.544.844.444.647.314.214.113.913.813.813.613.512.912.912.5Form 14Bzy ye1e2zb235

4.5.5PEINE PSp steel sheet pile wallsPEINE PSp box piles; double pile; form 22SectionPSp370400500600606700706800806900906Section modulus Second moment Weightof inertiaWidth Distance fromextr. fiberCrosssectional areaSteel OutlineCircumferenceWz Iy Izb0 e1 e2Wy e1Wy e2Developedcm³ cm³ cm³5490604077801201013140144001573017880194202060022340457050906770106701179013000143301635017890190102076039504090431069807580732079208050865083908990cm441015301206801943703600103978905036605551507151207823009267401011690cm153450158900167610327140355230343140371230377150405240393140421240kg/m281291309412445434467478511500533mm cm cm77877877893893893893893893893893818.520.025.030.030.335.035.340.040.345.045.322.323.828.833.833.838.838.843.843.848.848.8cm² cm² cm35737139352556755359560965163767929023135391356565712659466507532758884708526311317337403403423423441441461461Form 22zyye1e2zb0Outlinecm m²/m245251271323323343343363363383383CoatingareaFlange onwater sideinclusive oflocking bar0.840.840.841.001.001.001.001.001.001.001.00Radiusof gyrationiy izcm cm16.918.022.226.226.530.230.534.334.738.138.620.720.720.725.025.024.925.024.925.024.824.936

4.5.5PEINE PSp steel sheet pile wallsPEINE PSp box piles; double pile; form 22SectionSection modulus CrossSecond moment Weight Width Distance from Wy e1Wy e2of inertiaextr. fiber sectional areaWz Iy Iz b0 e1 e2 Steel OutlineCircumferenceDevelopedPSp cm³ cm³ cm³ cm4cm4kg/m mm cm cm cm²100010061001101310161016 S101710301035 S111723410253502621027420281403011031790340603569039700217802373024380256102633028340299103192033890377408730933095809950101801079011310124501297013770117020012750001310430137632014152301523080161614017539701846730221709040914043724044906046644047715050588053009058376060797064575052255557059160363666473876681993893893893893893893893893893850.050.350.050.250.350.650.951.551.855.953.853.853.853.853.853.854.155.054.558.86657077277537688118469409761043cm² cm9408 4819464 4819408 4799446 4799464 4799521 4799568 4799690 4809736 48010510 496Form 22zyye1e2zb0Outlinecm m²/m cm cm403403403403403403404407406423CoatingareaFlange onwater sideinclusive oflocking bar1.001.001.001.001.001.001.001.001.001.00Radiusof gyrationiy iz42.042.542.542.842.943.343.743.243.546.124.824.924.924.924.925.025.024.925.024.937

4.5.5PEINE PSp steel sheet pile wallsPEINE PSp box piles; double pile with two external locking bars on one flange side; form 24SectionPSp370400500600606700706800806900906Section modulus Second moment Weightof inertiaWy e1Wy e2Width Distance fromextr. fiberCrosssectional areaWz Iy Izbm B e1 e2 e3 e4 Steel OutlineCircumferenceDevelopedcm³ cm³ cm³564062108000123201344014780161001834019860211402286047705310705011040121501345014760168701838019610213305280541056108490904088109360947010020978010330cm4411655013823022162040001043813055803060983078638085389010169401102270cm227700233150241860434190462280450190478280484200512290500190528290kg/m mm mm cm cm cm cm cm² cm² cm31732834544948247150451554853757082182182198198198198198198198198139839839847847847847847847847847820.722.327.732.532.637.837.942.943.048.148.224.426.031.536.236.141.541.346.646.551.951.716.317.722.327.528.032.232.737.137.641.942.420.121.526.031.331.436.036.240.941.045.645.840441844057261460064265669768472530693315413559225981690369627883794288648923349355375441441461461479479499499Form 24 B Bze3e4yye1e2zbmOutlinecm m²/m256262282334334354354374374394394CoatingareaFlange onwater sideinclusive oflocking bar1.011.011.011.171.171.171.171.171.171.171.17Radiusof gyrationiy izcm cm17.018.222.426.426.730.530.834.635.038.639.023.723.623.527.627.427.427.327.227.127.027.038

4.5.5PEINE PSp steel sheet pile wallsPEINE PSp box piles; double pile with two external locking bars on one flange side; form 24SectionPSp cm³ cm³ cm³ cm4cm4kg/m mm mm cm cm cm cm cm² cm² cm100010061001101310161016 S101710301035 S1117240402596026820280102872030670323503472036310404402246024390250502626026970289603052032640345603852010100106501088011220114301199012460135101398014720128162013868601422480148861015276501635830173050018730301963930235494051619054429055611057349058420061293063714069081071502075280055959260762864067370177580385698198198198198198198198198198147847847847847847847847847847853.353.453.153.253.253.453.553.954.158.257.156.956.856.756.656.556.757.456.861.146.747.246.947.247.447.848.249.149.453.550.450.650.750.850.951.051.452.552.256.47127537738008158578939871022109098449903984498839903996210011101381018710990Section modulus CrossSecond moment Weight Width Distance from Wy e1Wy e2of inertiaextr. fibersectional areaWz bm B e1 e2 e3 e4 Steel OutlineCircumferenceDeveloped519519517517517517517518518534Iy Iz Outlinecm m²/m cm cm414414414414414414415418417434CoatingareaFlange onwater sideinclusive oflocking bar1.171.171.171.171.171.171.171.171.171.17Radiusof gyrationiy iz42.442.942.943.143.343.744.043.643.846.526.926.926.826.826.826.726.726.526.426.3Form 24 B Bze3e4yye1e2zbm39

4.5.5PEINE PSp steel sheet pile wallsPEINE PSp box piles; double pile with four external locking bars; form 26SectionPSp370400500600606700706800806900906Section modulus CrossSecond moment Weight Width Distance from Wy e1Wy e2of inertiaextr. fiber sectional areaWz Iy Izb2 B e1 e2 Steel OutlineCircumferenceDevelopedcm³ cm³ cm³7330801010220149101601017760190702172023220249002661060906750889013250143701605017370198602139022990247307000713073301059011140109001145011560121101188012430cm4413547016015025532044710048499062158067308086856093574011203701205320cm301960307400316120541240569330557240585330591240619340607240635340kg/m mm cm cm cm cm² cm² cm3543653824865195085415525845746068638638631023102310231023102310231023102339839839847847847847847847847847818.520.025.030.030.335.035.340.040.345.045.322.323.828.833.833.838.838.843.843.848.848.845146548761966064768870374473177232283487435061796240720272638225828692489309387393413479479499499517517537537Form 26zB Byye1e2zb2Outlinecm m²/m267273293345345365365385385405405CoatingareaFlange onwater sideinclusive oflocking bar1.011.011.011.171.171.171.171.171.171.171.17Radiusof gyrationiy izcm cm17.318.622.926.927.131.031.335.235.539.239.525.925.725.529.629.429.429.229.028.828.828.740

4.5.5PEINE PSp steel sheet pile wallsPEINE PSp box piles; double pile with four external locking bars; form 26SectionSection modulus CrossSecond moment Weight Width Distance from Wy e1Wy e2of inertiaextr. fiber sectional areaWzIy Izb2B e1 e2CircumferenceSteel OutlineDevelopedPSp cm³ cm³ cm³ cm4cm4kg/m mm cm cm cm cm² cm² cm100010061001101310161016 S101710301035 S11172818030090309803217032880348203653038920404404486026210281602882030050307703278034370364703840042640121901274012970133101352014080145501560016080168101408700151351015489301614830165374017615801857480200394020923602505150623240651330663160680540691250719980744190797860822070859850596628644665677710738812840892102310231023102310231023102310231023102347847847847847847847847847847850.050.350.050.250.350.650.951.551.855.953.853.853.853.853.853.854.155.054.558.875980082084786290494010341069113610271103321027110312103321039410445105781062911470557557555555555555555556556572Form 26zB Byye1e2zb2Outlinecm m²/m cm cm425425425425425425426429428445CoatingareaFlange onwater sideinclusive oflocking bar1.171.171.171.171.171.171.171.171.171.17Radiusof gyrationiy iz43.143.543.543.743.844.144.544.044.247.028.728.528.428.428.328.228.127.827.727.541

4.5.5PEINE PSp steel sheet pile wallsPEINE PSp box pile wall; combination C 1SectionPSp370400500600606700706800806900906100010061001101310161016S101710301035S1117WidthBm0.3980.3980.3980.4780.4780.4780.4780.4780.4780.4780.4780.4780.4780.4780.4780.4780.4780.4780.4780.4780.478Weightkg/m 2352366388431465454488500534523557546580597618631666695772801856Cross sectioncm2/m44946649454959357962263768166671069673976078880484888598310211091Secondmomentof inertiaIycm4/m12478014850023965037253041246052163057586074188081255096196010512801215290132543013627201431940147278015859801683550182819019255702312490Section modulusW y W ycm3/m 3595065808550113901257013730151201721018810199102171022700247102560026850276002964031380338203553039640cm /m632070209320120101321014600160201826019900211902305024210263002699028300290703120032860349103700041100Coatingarea onwater sidem2/m1.111.111.111.111.111.111.111.111.111.111.111.111.111.111.111.111.111.191.191.191.19Combination C 1BDriving directionDelivery form42

4.5.5PEINE PSp steel sheet pile wallsPEINE PSp box pile wall; combination C 23SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117WidthBm0.7960.7960.7960.9560.9560.9560.9560.9560.9560.9560.9560.9560.9560.9560.9560.9560.9560.9560.9560.9560.956Weightkg/m 2376389411451485474508519554542577565599616638650685714791820876Cross sectioncm2/m478495523574617603647661705691734720764785812828872910100810451115Secondmomentof inertiaIycm4/m137550163270262250398380438080556420610370786680857040101823011072001284310139406014311701500180154090016538001751940189847019944502392980Section modulusW y W ycm3/m 3700077009930127301391015280166601896020560218502366024840268602775029010297603180033560359903767041940cm /m588065508690113701254013850152301739018990202202203023160251802587027150279002998031620337803581039910Coatingarea onwater sidem2/m1.111.111.111.111.111.111.111.111.111.111.111.111.111.111.111.111.111.191.191.191.19Combination C 23BDriving directionDelivery formThe length of the guide interlocks is about 500 mm and depends on the soil and driving conditions.43

4.5.6PEINE PSp steel sheet pile wallsWeights and moduli of section of composite PEINE sheet pile wallsWeightsWhen calculating the m² weight of a composite sheet pile wall, the ratio of the different lengths has tobe taken into account. The true m² weight of the wall, in relation to the statically necessary length ofthe PSp bearing piles, can be read from the tables for the lengths given in %. Intermediate values canbe interpolated.Moduli of sectionWhen calculating the static values for composite sheet pile walls, the load-bearing capacity of the individualpiling elements is based on their second moment of area:Iy= I p+ IZwW Way = I p+IZwa e y = I p+IZwp a e pIp = Second moment of area of PSp piles in cm4Izw = Second moment of area of PZ piles in cm 4a = Spacing of PSp piles in mep /ep = Edge spacing from the neutral axis in cm (in relation to pile/locking bar outer edge)The moduli of section W W and the second moment of area I are given in the following tables.y y yDesignations of the wall combinationsExample: PSp 1035 S with PZi 675/12CombinationNumber of locking bars on intermediate section PziNumber of intermediate sections PZNumber of locking bars on PSp sectionsNumber of PSp sections44

4.5.6PEINE PSp steel sheet pile wallsPEINE PSp single piles with intermediate piles PZ 610 and 612SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Systemwidtham1.601.601.601.681.681.681.681.681.681.681.681.681.681.681.681.681.681.681.681.681.68Secondmomentof inertiaSection modulus Dead weight in relation to PSp length,PZ length in % of PSp lengthPZ 610PZ 612Iy W y W y 60% 80% 100% 60% 80% 100%cm4/m411004623065930108240119530146450161800204180224190261240286560327100358330368890388520400120432250459560499340527630632390cm3/m 322302320264036103950419045905110557058106330655071307380774079608550904097001020011330Coating areaWater sidecm /m kg/m2kg/m 2 kg/m2kg/m2kg/m2m2/m– 142 164 186 149 198 1.24– 145 167 189 153 202 1.24– 151 173 195 158 207 1.24– 174 195 216 182 228 1.23– 184 205 226 191 238 1.23– 181 202 223 188 235 1.23– 191 212 232 198 244 1.23– 194 215 236 201 248 1.23– 204 225 246 211 257 1.23– 201 221 242 208 254 1.23– 210 231 252 218 264 1.23– 207 228 249 214 261 1.23– 217 238 259 224 271 1.23– 222 242 263 229 275 1.23– 228 249 269 235 281 1.23– 231 252 273 238 285 1.23– 241 262 283 248 295 1.23– 250 270 291 257 303 1.23– 272 292 313 279 325 1.23– 280 301 322 287 333 1.23– 295 316 337 303 349 1.23kg/m 2174177183205215211221224234231241238247252258262272280302310326Combination 10/23Rolling/delivery on requestPSp PZi 610/612Water sidehzi *yya*= 226 mm45

4.5.6PEINE PSp steel sheet pile wallsPEINE PSp single piles with intermediate piles PZ 610 and 612SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Systemwidtham1.601.601.601.681.681.681.681.681.681.681.681.681.681.681.681.681.681.681.681.681.68Secondmomentof inertiaSection modulus Dead weight in relation to PSp length,PZ length in % of PSp lengthPZ 610PZ 612Iy W y W y 60% 80% 100% 60% 80% 100%cm4/m451205167076800126000137580172160187860239420259820307090332850384870416620427400447320459070491600519980562800590160706850cm3/m 31980 25302110 27002530 33003610 43803940 47304250 51904650 56005240 63105690 67806000 72306510 77706800 81707370 87807620 89807980 93508190 95808770 101909260 106709980 1125010460 1185011670 13100cm /m kg/m2kg/m 2 21421451511741841811911942042012102072172222282312412502712802951641671731952052022122152252212312282382422492522622702923013161861891942162262232322362452422522492582632692732832913133213372kg/m kg/m kg/m 2 kg/m22149153158182191188198201211208217214224229235238248257279287303174177183205215211221224234231241237247252258262272280302310326198202207228238235244248257254264261270275281285295303325333349Coating areaWater sidem /m1.241.241.241.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.23Combination 12/21Rolling/delivery on requestPSp PZi 610/612Water sidehzi *yya*= 226 mm46

4.5.6PEINE PSp steel sheet pile wallsPEINE PSp single piles with intermediate piles PZ 610 and 612SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Systemwidtham1.601.601.601.681.681.681.681.681.681.681.681.681.681.681.681.681.681.681.681.681.68Secondmomentof inertiaSection modulus Dead weight in relation to PSp length,PZ length in % of PSp lengthPZ 610PZ 612Iy W y W y 60% 80% 100% 60% 80% 100%cm4/m581806676099900156180167470212770228110291650311670372670397980465270496500507060526690538280570420599420644340670050800050cm3/m 33150 26203340 28204000 34805210 46305530 49706080 55006470 58907300 66707740 71308290 76508790 81709310 86609880 924010150 944010500 980010710 1002011280 1062011790 1109012520 1173012950 1230014330 13620cm /m kg/m2kg/m 2 21561591641881971942042072172142232202302352412442542632852933091821861912132232192292322422392492452552602662702802883103183342092122172382482452542582672642742712802852912953053133353433592kg/m kg/m kg/m 2 kg/m22163167172195204201211214224221231227237242248252261270292300316192196201222232229239242252248258255265269276279289297319328343221225230250260256266270279276286283292297303307317325347355371Coating areaWater sidem /m1.241.241.241.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.231.23Combination 14/21Rolling/delivery on requestPSp PZi 610/612Water sidehzi *yya*= 226 mm47

4.5.6PEINE PSp steel sheet pile wallsPEINE PSp double piles with intermediate piles PZ 610 and 612SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Systemwidtham2.002.002.002.162.162.162.162.162.162.162.162.162.162.162.162.162.162.162.162.162.16Secondmomentof inertiaSection modulus Dead weight in relation to PSp length,PZ length in % of PSp lengthPZ 610PZ 612Iy W y W y 60% 80% 100% 60% 80% 100%cm4/m62590721901091101778301954102444602683503425403737004407004801005536206022306186606492206672707172907604608243808674101039760cm3/m 333903610437059306450699076108570928098001060011080119801238012940132701418014960160101677018620cm /m22820 1933040 1993800 2075270 2405790 2556310 2506930 2657830 2708550 2869040 2819850 29610300 29111210 30611510 31312080 32312420 32813350 34414070 35715010 39115920 40417700 428kg/m kg/m 2 kg/m22211216225256271266282287302297312307322330339345360373407420445228234242272288283298303318313328323338346355361376389423436461199205213246261256271276291286301296312319328334349362397410434kg/m kg/m 2 kg/m22219224233264279274289294309304319314330337347352368381415428452238244252282297292307312327322338333348355365370386399433446470Coating areaWater sidem /m1.221.221.221.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.20Combination 22/23Rolling/delivery on requestPSpPZi 610/612Water sidehzi *yya*= 226 mm48

4.5.6PEINE PSp steel sheet pile wallsPEINE PSp double piles with intermediate piles PZ 610 and 612SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Systemwidtham2.002.002.002.162.162.162.162.162.162.162.162.162.162.162.162.162.162.162.162.162.16Secondmomentof inertiaSection modulus Dead weight in relation to PSp length,PZ length in % of PSp lengthPZ 610PZ 612Iy W y W y 100% 60% 80% 100%kg/m kg/m2kg/m 2 kg/m2260% 80%cm4/mcm3/m cm3/m kg/m2kg/m 2 2667807764011942019330021098026660029062037251040382047945051902060221065102066754069821071632076650081041087652091868011005703230349043105950647070607680869093909970107701130012190125901314013470143701515016250169901890027402990380053405850643070407990870092501005010560114501176012320126501357014300152801617018010193198207240255250265270286281296291306313323328344357391404428211216225256271266281287302297312307322329339345360373407420445228233242272287283298303318313328323338346355361376389423436461199204213245261256271276291286301296311319328334349362397409434219224233264279274289294309304319314330337346352367380415428452238244252282297292307312327322337332348355365370386399433446470Coating areaWater sidem /m1.221.221.221.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.20Combination 24/21Rolling/delivery on requestPSpPZi 610/612Water sidehzi *yya*= 226 mm49

4.5.6PEINE PSp steel sheet pile wallsPEINE PSp double piles with intermediate piles PZ 610 and 612SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Systemwidtham2.002.002.002.162.162.162.162.162.162.162.162.162.162.162.162.162.162.162.162.162.16Secondmomentof inertiaSection modulus Dead weight in relation to PSp length,PZ length in % of PSp lengthPZ 610PZ 612Iy W y W y 100% 60% 80% 100%kg/m kg/m2kg/m 2 kg/m2260% 80%cm4/mcm3/m cm3/m kg/m2kg/m 2 276260886301363002151402327202960703199604106204417805274205668206611507097607262007567607748108248308693109372409782501170240413044405460718076908460907010270109701173012520132301412014530150801541016310171001820018910209603430374047506380690076508260939010100108201163012310132101352014080144201535016090170601795019920204210218250265260275281296291306301316323333339354367401414439225231239270285280295300315310326321336343353358374387421434458247252261289305300315320335330345340355363372378393406440453478210216224256271266281286301296312307322329339344360373407420444233239247277292287303308323318333328343351360366381394428441466257262271299314309324329344339355350365372382387403416450463487Coating areaWater sidem /m1.221.221.221.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.20Combination 26/21Rolling/delivery on requestPSpPZi 610/612Water sidehzi *yya*= 226 mm50

4.5.6PEINE PSp steel sheet pile wallsPEINE PSp single piles with intermediate piles PZ 675/12SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Systemwidtham1.751.751.751.831.831.831.831.831.831.831.831.831.831.831.831.831.831.831.831.831.83SecondmomentSection modulus Dead weight in relation to PSp length,PZ length in % of PSp lengthCoating areaWater sideof inertiaPZ 675-12Iy W y W y 60% 80% 100%cm4/mcm3/m cm3/m kg/m2kg/m 2 kg/m2m2/m44010 2380 – 141 165 189 1.2348700 2440 – 145 168 192 1.2366700 2670 – 149 173 197 1.23105510 3520 – 171 194 217 1.22115880 3830 – 180 203 226 1.22140590 4020 – 177 200 223 1.22154670 4390 – 186 209 232 1.22193570 4840 – 189 212 235 1.22211950 5260 – 198 221 244 1.22245960 5470 – 195 218 241 1.22269190 5950 – 204 227 250 1.22306410 6130 – 201 224 247 1.22335080 6670 – 210 233 256 1.22344770 6900 – 215 237 260 1.22362790 7230 – 220 243 266 1.22373430 7430 – 224 246 269 1.22402930 7970 – 233 255 278 1.22428000 8420 – 240 263 286 1.22464520 9020 – 260 283 306 1.22490480 9480 – 268 291 314 1.22585990 10500 – 282 305 328 1.22Combination 10/231350PSp PZi 675/12Water sidehzi *yya*= 263 mm51

4.5.6PEINE PSp steel sheet pile wallsPEINE PSp double piles with intermediate piles PZ 675/12SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Systemwidtham1.751.751.751.831.831.831.831.831.831.831.831.831.831.831.831.831.831.831.831.831.83Second Section modulus Dead weight in relation to PSp length,momentPZ length in % of PSp lengthof inertiaPZ 675-12Iy W y W y 60% 80% 100%cm4/mcm3/m cm3/m kg/m2kg/m 2 kg/m224739053370763401215301321501639001783102256402443702877603114103591603883003982004164804272704571304831805224905476006540902080218025103480379040504410493053505620609063506870710074307620815086109270971010800266027903280423045504940531059506380677072707630818083608710891094809920104401100012120141144149171180177186189198195204201210215220223233240260268282165168173194203200209212221218227224233237243246255263283291305189192197217226223232235244241250247256260266269278286306314328Combination 12/21Coating areaWater sidem /m1.231.231.231.221.221.221.221.221.221.221.221.221.221.221.221.221.221.221.221.221.22PSp PZi 675/12Water sidehzi *yya*= 263 mm52

4.5.6PEINE PSp steel sheet pile wallsPEINE PSp double piles with intermediate piles PZ 675/12SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Systemwidtham1.751.751.751.831.831.831.831.831.831.831.831.831.831.831.831.831.831.831.831.831.83Second Section modulus Dead weight in relation to PSp length,momentPZ length in % of PSp lengthof inertiaPZ 675-12Iy W y W y 60% 80% 100%cm4/mcm3/m cm3/m kg/m2kg/m 2 kg/m22593206717097460149230159600201170215260273580291960347960371190432960461630471320489340499980529480556100597340620930739640321033603900498052705750610068407250774082008660918094309750994010470109401160012000132502670283033904430473052005560626066807140762080608590877091109310986010290108801140012590154157162183192189198201210207216213222227232236245252272280294182185190210219216225228237234243240249253259262272279299307321210213218237246243252255264261270267276280286289298306326334348Combination 14/21Coating areaWater sidem /m1.231.231.231.221.221.221.221.221.221.221.221.221.221.221.221.221.221.221.221.221.22PSp PZi 675/12Water sidehzi *yya*= 263 mm53

4.5.6PEINE PSp steel sheet pile wallsPEINE PSp double piles with intermediate piles PZ 675/12SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Systemwidtham2.152.152.152.312.312.312.312.312.312.312.312.312.312.312.312.312.312.312.312.312.31Second Section modulus Dead weight in relation to PSp length,momentPZ length in % of PSp lengthof inertiaPZ 675-12Iy W y W y 60% 80% 100%cm4/mcm3/m cm3/m kg/m2kg/m 2 kg/m22634507238010672017114018757023344025577032514035427041691045374052248056793058329061187062874067551071587077564081586097647034303620427057106200667072508130880092701002010450113001167012190125001335014080150701577017490286030503720508055606030661074408100856093109730105701086011390117001257013250141201497016630189194202233247243257262276271285281295302311316330343374387409209214222251265261275280294289304299313320329334348361393405427228233241269284279293298312307322317331338347352367379411423446Coating areaWater sidem /m1.211.211.211.191.191.191.191.191.191.191.191.191.191.191.191.191.191.191.191.191.19Combination 22/231350PSpPZi 675/12Water sidehzi *yya*= 263 mm54

4.5.6PEINE PSp steel sheet pile wallsPEINE PSp double piles with intermediate piles PZ 675/12SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Systemwidtham2.152.152.152.312.312.312.312.312.312.312.312.312.312.312.312.312.312.312.312.312.31Secondmomentof inertiaIycm4/m67110772101160701853802019102539102763603529303822004529104899105676906133306287706574506743807212907623508241608635701033140Combination 24/21Section modulus Dead weight in relation to PSp length,PZ length in % of PSp lengthPZ 675-12W y 60% 80% 100%W ycm3/m 332503470419057106190673073008230889094201016010650114801186012370126801352014250152801597017750cm /m22750 1892970 1943690 2025120 2335600 2476120 2436690 2577570 2628230 2768740 2719480 2859950 28110790 29511070 30211600 31111910 31612770 33013450 34214360 37415200 38616910 409kg/m kg/m 2 kg/m22209214222251265261275280294289303299313320329334348361392405427228233241269284279293298312307322317331338347352367379411423446Coating areaWater sidem /m1.211.211.211.191.191.191.191.191.191.191.191.191.191.191.191.191.191.191.191.191.19PSpPZi 675/12Water sidehzi *yya*= 263 mm55

4.5.6PEINE PSp steel sheet pile wallsPEINE PSp double piles with intermediate piles PZ 675/12SectionPSp370400500600606700706800806900906100010061001101310161016 S101710301035 S1117Systemwidtham2.152.152.152.312.312.312.312.312.312.312.312.312.312.312.312.312.312.312.312.312.31Secondmomentof inertiaSection modulus Dead weight in relation to PSp length,PZ length in % of PSp lengthPZ 675-12Iy W y 60% 80% 100%cm4/m75930874301317702058002222302814603037903885704177004977605346006228006682506836107121807290607758208174108809209192701098280Combination 26/21W ycm3/m 34110438052806860734080508610972010370110701181012460132901368014190145001534016080171101777019670cm /m23420 1993690 2044590 2126100 2436590 2577270 2527840 2668890 2719550 28510220 28110970 29511590 29012440 30412720 31113250 32013570 32514440 34015130 35216040 38416870 39618700 419kg/m kg/m 2 kg/m22222227235264278274288293307302316312326333342347361373405417440245250258285299295309314328323338333347354363368383395427439462Coating areaWater sidem /m1.211.211.211.191.191.191.191.191.191.191.191191.191.191.191.191.191.191.191.191.19PSpPZi 675/12Water sidehzi *yya*= 263 mm56

4.5.7PEINE PSp steel sheet pile wallsPSp part sections for corner and junction pilesSectionPSp370400500600606700706800806900906100010011006101310161016 S101710301035 S1117Smallest flange widtha minDead weight per part sectionmmkg/m506.8506.8506.8506.8506.8506.8506.8506.8506.9506.9506.9506.9506.9506.9506.9507.0507.2507.4507.3507.6507.4Largest flange widtha maxDead weight per part sectionmmkg/m17020.817020.817020.821027.621031.021027.621031.021029.921033.421029.921033.421029.921035.321033.421037.421038.821043.021045.921047.021050.321049.6Flangea mina max57

4.5.8PEINE PSp steel sheet pile wallsExamples of PEINE corner sectionsPSp 800PSp 400Further information on request.58

4.5.9PEINE PSp steel sheet pile wallsCorner constructions with composite PEINE steel sheet pile wallsPZiPSpPZiFurther corner variants on request.PSpPZiPSpPZi59

4.5.10PEINE PSp steel sheet pile wallsDriving of composite PEINE PSp/PZi steel sheet pile wallsPile elementsWater sideWater sidePSpPZi PSpPSp PZiPSpIn the event of low driving depths forintermediate piles into the load-bearingsoil, PSp single piles should be chosen.In the event of high driving depths for intermediatepiles into the load-bearing soil, PSp double pilesshould be chosen.Driving sequence for PSp bearing piles with clamp guidance0 5 4 6 3 7 2 8 10 4 3 5 2 7 6 8 1For low driving depthsFor higher driving depthsVertical guidance equipment to ensure parallelismEspecially recommended for drivingin water and into soft soil strata fromthe ground surface.2 4PSp0 10 2 10 2 1 360

61PEINE PSt steel pilesSectionPStAreaSteelDimensionsmmhCircumferencecmcmW yIyIziyOutlineAxis y-yAxis z-z300/ 80300/ 85300/ 95300/106370/107370/116370/122370/132370/153400/100400/119400/127400/175500/108500/136500/158500/177600S/159600/18880.385.495.4106.0107.0116.0122.0132.0153.0100.0119.0127.0176.0108.0136.0158.0177.0159.0188.0305.0306.0308.0310.0366.0366.0370.0369.4374.0392.0396.0400.0408.0492.0500.0506.0511.0592.0600.0305.0306.0308.0310.0379.0382.0380.0383.7386.0379.0381.0380.0387.0379.0380.0381.0382.0460.0460.09.010.012.014.09.012.010.013.716.010.012.011.018.010.011.012.013.012.514.013.914.415.416.415.215.217.216.919.213.215.217.221.213.217.220.222.717.321.29.29.710.711.812.012.014.013.816.110.012.014.018.210.014.017.019.612.014.018118218318422522622522722923023123123525025125325430030112812912913115715815815916116216316416818218418518621822010210912213513614815516819512715116222413717320122620323993894495797014021415142214341462150115251536159718801916194419682737277418440194922157523767364893814842274435945121237668449695046968363617458194797895111837130820158226120912741401153319942085228523602739192222712523335125103278386943774420527413.413.413.313.316.416.016.516.116.217.217.317.617.521.221.822.122.325.425.7605064167122790613176138271519215790185551138013568152102074811381152111817920774231742688639741946251069572480082396160171280110726018019541088100811697.697.687.667.669.849.669.899.699.759.459.489.699.639.109.389.509.5910.7010.60FlangewidthbmmWebthicknessmmsmmt 1t 2 mmDevelopedcoatingareaW ziz4cm 3cmcmcm 22cm 4cm 3cmcmyzzysht2bt1t1kg/m4.6PEINE PSt steel pilesOutlineWeightSectionheightFlangethickness

4.7HP steel pilesWide flange bearing piles 220 – 320Radius of gyrationCoating areaElasticPlasticRadius of gyrationS 235S 355S 460S 235S 355h 1 S 460SectionHP 220 x 57.2HP 260 x 75HP 260 x 87.3HP 305 x 88HP 305 x 95HP 305 x 110HP 305 x 126HP 305 x 149HP 305 x 180HP 305 x 186HP 305 x 223HP 320 x 84HP 320 x 88.5HP 320 x 103HP 320 x 117HP 320 x 147HP 320 x 184kg/m57.275.087.388.094.9110.0126.1149.1180.0186.0222.983.788.5102.8117.3146.7184.1SectionmodulusWycm 354685599512211320153117552076250825963119120712371437163820482574Wycm 3614959112413601474172019862370289730033653133313791611184923382979SecondmomentofinertiaIycm 4572910646125861842520045235632740833067409734261052699182791874322053254763267142343t 1) Tolerances conforming to EN 10 034CrosssectionalareaAcm²72.995.5111.0112.0121.0140.0161.0190.0229.0237.0284.0107.0113.0131.0149.0187.0235.0Steel gradesGeneral structural steels conforming to EN 10 025m²/m1.2651.4931.5051.7841.7901.8021.8151.8341.8571.8631.8921.7481.7521.7641.7761.8001.830SectionmodulusWzcm 31852823343894234965756918478811079366371438507651841Wzcm 3286435516595648762885106613131366168056157267778610111311SecondmomentofinertiaIzcm 420793733445559846529770990021091013546141431757755205634670478151016013332CrosssectionalareaAvzcm 228.639.145.141.644.651.458.969.684.487.0104.041.847.754.862.176.995.8Dimensionshmm210.0249.0253.0301.7303.7307.9312.3318.5326.7328.3337.9303.0303.0307.0311.0319.0329.01)ElasticPlasticWeightiycm8.8710.5610.6412.8212.8712.9713.0613.2013.3713.4113.6213.0912.9012.9713.0613.2213.44izcm5.346.256.337.317.357.427.497.587.697.737.877.197.077.157.237.377.54h 1mm152.0177.0177.0246.7246.7246.7246.7246.7246.7246.7246.7225.0225.0225.0225.0225.0225.0bmm224.5265.0267.0307.8308.7310.7312.9316.0319.7320.9325.7302.0304.0306.0308.0312.0317.0t wmm11.012.014.012.413.315.317.520.624.825.530.310.012.014.016.020.025.0t fmm11.012.014.012.313.315.417.620.724.825.630.412.012.014.016.020.025.0rmm18.024.024.015.215.215.215.215.215.215.215.227.027.027.027.027.027.0Classification accordingto ENV 1993-5Steel gradeBending y-y Compression23133211111332111333433211114433113434433211144432123133211111332111bZ3334332111144331134344332111444321ry yhtwtfZ62

4.7HP steel pilesWide flange bearing piles 360 – 400t 1) Tolerances conforming to EN 10 034Steel gradesGeneral structural steels conforming to EN 10 025bZry yhh 1Acm²107139169194221230149156167179201224247271294hmm340.0346.4352.0356.4361.4362.9347.0348.0351.0352.0356.0360.0364.0368.0372.0twtfZCoating areaSectionmodulusWycm 3136517692158246828232923191119982174228825812876317434743777Wycm 3149819562406276731863306211322122405254728883235358839474312Iycm 4232063063237983439725100953036331623477038151402744593951766577596392170255m²/m2.1022.1252.1422.1552.1702.1732.1972.2022.2082.2142.2262.2382.2502.2622.274SectionmodulusWzcm 3Wzcm 3449592732845976101167671078182093210471163128214036839031119129314971552103010821189125214251603178419692158Izcm 482431098713680158771846319144131551385115235160771836820725231492564228204Avzcm 238.048.659.267.777.480.550.752.953.560.568.275.983.891.799.7Dimensions1)ElasticPlasticElasticPlasticSecondmomentofinertiaiycm14.7014.8614.9815.0715.1815.2014.9114.9315.1215.0215.1015.1915.2815.3715.45CrosssectionalareaSecondmomentofinertiaizcm8.768.908.999.059.139.139.399.429.559.499.559.619.679.739.79Crosssectionalareah 1mm289.6290.2290.2290.2290.2290.3290.2290.0290.2290.0290.0290.0290.0290.0290.0bmm367.0371.0373.8376.0378.5378.8389.0390.0390.0392.0394.0396.0398.0400.0402.0t wmm10.012.815.617.820.321.113.414.014.016.018.020.022.024.026.0t fmm10.012.915.717.920.421.113.414.015.416.018.020.022.024.026.0rmm15.215.215.215.215.215.215.015.015.015.015.015.015.015.015.0Classification accordingto ENV 1993-5Steel gradeBending y-y CompressionS 235S 355S 460S 235S 355S 460443333444433321444333444443332433211333321111443333444433321444333444443332433211333321111WeightRadius of gyrationRadius of gyrationSectionHP 360 x 84.3HP 360 x 109HP 360 x 133HP 360 x 152HP 360 x 174HP 360 x 180HP 400 x 117HP 400 x 122HP 400 x 131HP 400 x 140HP 400 x 158HP 400 x 176HP 400 x 194HP 400 x 213HP 400 x 231kg/m84.3108.9133.0152.0173.9180.2117.0122.4131.0140.2158.1176.1194.2212.5230.963

4.7HP steel pilesWide flange bearing piles HP 8 – 14 conforming to ASTM A6/A6Mt 1) Tolerances conforming to EN 10 034bZry yhh 1HP 8 x 8 x 36HP 200 x 200 x 53.5HP 10 x 10 x 42HP 250 x 250 x 62.6HP 10 x 10 x 57HP 250 x 250 x 85.2HP 12 x 12 x 53HP 310 x 310 x 78.3HP 12 x 12 x 63HP 310 x 310 x 93.4HP 12 x 12 x 74HP 310 x 310 x 110.6HP 12 x 12 x 84HP 310 x 310 x 124.7HP 14 x 14½ x 73HP 360 x 370 x 108.2HP 14 x 14½ x 89HP 360 x 370 x 132.2HP 14 x 14 ½ x 102HP 360 x 370 x 152.1HP 14 x 14½ x 117HP 360 x 370 x 173.9Acm²68.279.8109.099.8119.0141.0159.0138.0168.0194.0222.0hmm203.7 160.7 207.1246.4 199.6 255.9253.8 199.6 259.7299.1 246.7 305.9303.3 246.7 308.0308.1 246.7 310.3311.9 246.7 312.3345.7 289.7 370.5351.3 289.7 373.3355.9 289.7 375.5360.9 289.7 378.11 3 3 1 3 33 3 4 3 3 41 3 3 1 3 33 4 4 3 4 43 3 4 3 3 42 3 3 2 3 31 3 3 1 3 33 4 4 3 4 43 3 4 3 3 42 3 3 2 3 31 3 3 1 3 3twtfZCoating areaSectionmodulusWycm 3551793109312071449173019611938238627613180Iycm 449658774122631628419686237012704030277375884380950830m²/m1.1961.4741.4961.7741.7861.8011.8122.1222.1392.1522.167SectionmodulusWzcm 3Wzcm 3162249234358324499343525415635498765567872586894725110984212909741494Izcm 4167629924211525363877729884810857135381581418405Avzcm 224.928.939.537.044.051.858.548.559.167.977.6Dimensions1)PlasticElasticPlasticSecondmomentofinertiaiycm8.5410.4910.6312.7812.8612.9713.0514.8214.9415.0415.15CrosssectionalareaSecondmomentofinertiaizcm4.966.126.237.267.337.417.468.888.979.049.11Crosssectionalareah 1mmbmmt wmm11.310.514.411.013.115.417.412.815.617.920.4t fmm11.310.714.411.013.115.517.412.815.617.920.4rmm10.212.712.715.215.215.215.215.215.215.215.2Classification accordingto ENV 1993-5Steel gradeBending y-y CompressionS 235S 355S 460S 235S 355S 460SectionElasticWeightRadius of gyrationRadius of gyrationkg/m53.562.685.278.393.4110.6124.7108.2132.2152.1173.9Wycm 34887129661089129815391734175221402462281764

4.8HEB wide flange beamsWide flange beams 100 – 320bZry ytwtfZhh 1t 1) Tolerances conforming to EN 10 034Acm²26.034.043.054.365.378.191.0106.0118.0131.0149.0161.0hmm100120140160180200220240260280300320Coating areaSectionmodulusWycm 310416524535448164382710531283153418692149Iycm 4450864150924923831569680911125914919192702516630824m²/m0.5670.6860.8050.9181.0371.1511.2701.3841.4991.6181.7321.771SectionmodulusWzcm 3Wzcm 333.552.978.5111.0151.0200.0258.0327.0395.0471.0571.0616.051.481.0120.0170.0231.0306.0394.0498.0602.0718.0870.0939.0Izcm 416731855088913632003284339235135659585639239Avzcm 29.0411.0013.1017.6020.2024.8027.9033.2037.6041.1047.4051.80Dimensions1)PlasticElasticPlasticSecondmomentofinertiaiycm4.165.045.936.787.668.549.4310.3111.2212.1112.9913.82CrosssectionalareaSecondmomentofinertiaizcm2.533.063.584.054.575.075.596.086.587.097.587.57Crosssectionalareah 1mm567492104122134152164177196208225bmm100120140160180200220240260280300300t wmm6.006.507.008.008.509.009.5010.0010.0010.5011.0011.50t fmm10.011.012.013.014.015.016.017.017.518.019.020.5rmm121212151518182124242727Classification accordingto ENV 1993-5Steel gradeBending y-y CompressionS 235S 355S 460S 235S 355S 460Section111111111111111111112232111111111111111111111111111111112232111111111111ElasticWeightRadius of gyrationRadius of gyrationHEB 100HEB 120HEB 140HEB 160HEB 180HEB 200HEB 220HEB 240HEB 260HEB 280HEB 300HEB 320kg/m20.426.733.742.651.261.371.583.293.0103.1117.0126.7Wycm 389.9144216311426570736938114813761678192665

4.8HEB wide flange beamsWide flange beams 340 – 1000t 1) Tolerances conforming to EN 10 034bZry ytwtfZhh 1SectionHEB 340HEB 360HEB 400HEB 450HEB 500HEB 550HEB 600HEB 650HEB 700HEB 800HEB 900HEB 1000kg/m134.2141.8155.3171.1187.3199.4211.9224.8240.5262.3291.5314.0Acm²171181198218239254270286306334371400hmm3403604004505005506006507008009001000Coating areaSectionmodulusWycm 321562400288435514287497157016480734089771097912895Wycm 3240826833232398248155591642573208327102291258414855Iycm 436656431935768079888107176136691171041210616256888359083494065644748m²/m1.8101.8491.9272.0262.1252.2242.3232.4222.5202.7132.9113.110SectionmodulusWzcm 3Wzcm 36466767217818428729029329639941054108598610321104119812921341139114411495155316581716Izcm 496901014110819117211262413077135301398414441149041581616276Avzcm 256.160.670.079.789.8100.0111.0122.0137.0162.0189.0212.0Dimensions1)ElasticPlasticWeightElasticPlasticSecondmomentofinertiaiycm14.6515.4617.0819.1421.1923.2025.1727.1228.9632.7836.4840.15CrosssectionalareaSecondmomentofinertiaizcm7.537.497.407.337.277.177.086.996.876.686.536.38Crosssectionalareah 1mm243261298344390438486534582674770888bmm300300300300300300300300300300300300t wmm12.012.513.514.014.515.015.516.017.017.518.519.0t fmm21.522.524.026.028.029.030.031.032.033.035.036.0rmm272727272727272727303030Classification accordingto ENV 1993-5Steel gradeBending y-y CompressionS 235S 355S 460S 235S 355S 460111122334444111223444444111111111111111111111111111111111111111111122334Radius of gyrationRadius of gyration66

4.9.1Pipe pilesPipe pile with welded-on corner sections 22; PipediameterD amm813.0813.0813.0914.0914.0914.01016.01016.01016.01220.01220.01220.01220.01420.01420.0Wallthicknesssmm10.012.514.210.012.514.210.012.514.210.012.514.216.010.012.5Weightkg219268301244299336269331372320393443496369455Steel areaAcm 2279341383311381428343421474407501565632470580CircumferenceUm2.852.852.853.173.173.173.493.493.494.134.134.134.134.764.76D = 813 - 1420 mmaSecondmomentof inertiaJ ycm4203364251860284315290147359708406344399850496123560762695738864327977765109682211008781368830SectionmodulusW y3cm5003619669946349787188927871976611039114061416916029179811550519279Radius ofgyrationi ycm27.027.227.230.530.730.834.134.334.441.341.541.641.748.448.6CoatingareaWater sidem2/m1.361.361.361.521.521.521.681.681.682.002.002.002.002.312.31syy D a67

4.9.1Pipe pilesPipe pile with welded-on corner sections 22;PipediameterD amm1420.01420.01420.01620.01620.01620.01620.01620.01820.01820.01820.01820.02020.02020.02020.0Wallthicknesssmm14.216.017.512.514.216.017.520.014.216.017.520.016.017.520.0Weightkg5135756265175846547138106547337999098128851008Steel areaAcm 2654733798658743833908103283393410181158103411281284CircumferenceUm4.764.764.765.395.395.395.395.396.026.026.026.026.656.656.65 D = aSecondmomentof inertiaJ ycm41549399173915218961562039150230917325932012828420321749432838553689127402498945810085057090551885162838141420 - 2020 mmSectionmodulusW y3cm218232449526706251752850832015349193972236086405404423150341500705464262216Radius ofgyrationi ycm48.748.748.755.755.755.855.855.862.862.962.962.969.969.970.0CoatingareaWater sidem2/m2.312.312.312.622.622.622.622.622.942.942.942.943.253.253.25syy D a68

4.9.2Pipe pile wallsPipe piles with LARSSEN 23 intermediate pilesPipediameterD amm813.0813.0813.0914.0914.0914.01016.01016.01016.01220.01220.01220.01220.01420.01420.0Wallthicknesssmm10.012.514.210.012.514.210.012.514.210.012.514.216.010.012.5SystemwidthBm2.372.372.372.472.472.472.582.582.582.782.782.782.782.982.98Taking account ofintermediate pilesSecondmomentof inertiaIycm4/m110300130800144500140900169000187900177900215300240400271300331900372700415600389000479000SectionmodulusW ycm3/m271032203550308037004110350042404730445054406110681054806750Disregardingintermediate pilesSecondmomentof inertiaIycm4/m85700106100119800117300145400164200155200192600217700250300310900351700394500369400459300SectionmodulusW ycm3/m211026102950257031803590306037904290410051005770647052006470Distancefromextr.fiberepcm40.740.740.745.745.745.750.850.850.861.061.061.061.071.071.0Dead weight inrelation to pipe lengthLARSSEN lengthin % of pipe length60%kg/m 215017018415317619115718119716419020822716919880%kg/m 2170191205173195210176200216181208226245186215100%kg/m 2191211225193215230195219235199225243262202231CoatingareaWater sidem2/m1.581.581.581.581.581.581.581.581.581.581.581.581.581.581.58Bsy D ayepLARSSEN 23 intermediate piles69

4.9.2Pipe pile wallsPipe piles with LARSSEN 23 intermediate pilesPipediameterWallthicknessD a smm mm1420.0 14.21420.0 16.01420.0 17.51620.0 12.51620.0 14.21620.0 16.01620.0 17.51620.0 20.01820.0 14.21820.0 16.01820.0 17.51820.0 20.02020.0 16.02020.0 17.52020.0 20.0SystemwidthBTaking account ofintermediate pilesSecond Sectionmomentof inertia modulusDistancefromextr.fiberDead weight in Coatingrelation to pipe length areaLARSSEN lengthin % of pipe length60% 80% 100% Water sidem /mIyIyepm cm4/m34kg/m 2 kg/m 2 kg/m 2 22.982.982.983.183.183.183.183.183.383.383.383.383.583.583.585396006032006559006596007445008339009078001030200988900110880012081001372600142890015579001771600Disregardingintermediate pilesSecond Sectionmomentof inertia modulusW y W ycm /m cm /m cm3/m7600 519900 73208500 583600 82209240 636300 89608140 641200 79209190 726200 896010290 815500 1007011210 889400 1098012720 1011800 1249010870 971600 1068012180 1091500 1199013280 1190800 1309015080 1355300 1489014150 1412600 1399015420 1541600 1526017540 1755300 17380cm71.071.071.081.081.081.081.081.091.091.091.091.0101.0101.0101.02182392562052262482672972332572773092652853192342552722202422642823132482712913242782993332512712882362572792973282622863053382923123471.581.581.581.581.581.581.581.581.581.581.581.581.581.581.58Bsy D ayepLARSSEN 23 intermediate piles70

4.9.2Pipe pile wallsPipe piles with LARSSEN 603 10/10 intermediate pilesPipediameterWallthicknessD ammsmm813.0 10.0813.0 12.5813.0 14.2914.0 10.0914.0 12.5914.0 14.21016.0 10.01016.0 12.51016.0 14.21220.0 10.01220.0 12.51220.0 14.21220.0 16.01420.0 10.01420.0 12.5SystemwidthBTaking account ofintermediate pilesSecond Sectionmomentof inertia modulusDisregardingintermediate pilesSecond Sectionmomentof inertia modulusDistancefromextr.fiberDead weight inrelation to pipe lengthLARSSEN lengthin % of pipe length60% 80% 100%Iy W y Iy W y epm cm4/m343kg/m 2 kg/m 2 kg/m 2 22.672.672.672.772.772.772.882.882.883.083.083.083.083.283.2888300106400118600116300141400158200150400183800206300236500291200328000366700345600427300cm /m217026202920255030903460296036204060388047705380601048706020cm /m7610094200106400104600129700146500139000172500195000225900280600317500356100335600417300cm /m187023202620229028403210274034003840370046005200584047305880cm40.740.740.745.745.745.750.850.850.861.061.061.061.071.071.0127146158132151165136157171143167183200149176144162174148167181151172187157181198215163189160178191163183197166188202172196212229176202CoatingareaWater sidem /m1.391.391.391.401.401.401.411.411.411.421.421.421.421.431.43Bsy D ayepLARSSEN 603 10/10 intermediate piles71

4.9.2Pipe pile wallsPipe piles with LARSSEN 603 10/10 intermediate pilesPipediameterWallthicknessD ammsmm1420.0 14.21420.0 16.01420.0 17.51620.0 12.51620.0 14.21620.0 16.01620.0 17.51620.0 20.01820.0 14.21820.0 16.01820.0 17.51820.0 20.02020.0 16.02020.0 17.52020.0 20.0SystemwidthBTaking account of Disregardingintermediate piles intermediate pilesSecond Section Second Sectionmomentmomentof inertia modulus of inertia modulusDistancefromextr.fiberDead weight inrelation to pipe lengthLARSSEN lengthin % of pipe length60% 80% 100%Iy W y Iy W y epm cm4/m343kg/m 2 kg/m 2 kg/m 2 23.283.283.283.483.483.483.483.483.683.683.683.683.883.883.88482300540200588000595300672900754500822100933900901200101130011026001253700131180014308001627900cm /m67907610828073508310932010150115309900111101212013780129901417016120cm /m472400530200578100586000663600745200812800924600892400100250010937001244800130340014224001619500cm /m66507470814072308190920010030114109810110201202013680129001408016040cm71.071.071.081.081.081.081.081.091.091.091.091.0101.0101.0101.0193212228183202223240268210232250280240259291207226241196215235252280222244262292252271302220239255209228248265293234256274304263282314CoatingareaWater sidem /m1.431.431.431.431.431.431.431.431.441.441.441.441.451.451.45Bsy D ayepLARSSEN 603 10/10 intermediate piles72

4.9.2Pipe pile wallsPipe piles with LARSSEN 703 10/10 intermediate pilesPipediameterWallthicknessD a smm mm813.0 10.0813.0 12.5813.0 14.2914.0 10.0914.0 12.5914.0 14.21016.0 10.01016.0 12.51016.0 14.21220.0 10.01220.0 12.51220.0 14.21220.0 16.01420.0 10.01420.0 12.5SystemwidthBTaking account ofintermediate pilesSecond Sectionmomentof inertia modulusDisregarding Distanceintermediate piles fromSecond Section extr.momentof inertia modulus fiberDead weight in Coatingrelation to pipe length areaLARSSEN lengthin % of pipe length60% 80% 100% Water sidem /mIy W y Iy W y epm cm4/m343kg/m 2 kg/m 2 kg/m 2 22.972.972.973.073.073.073.183.183.183.383.383.383.383.583.5885900102200113200111300134000149100142300172600193000221300271100304700339900322100396900cm /m211025202780244029303260280034003800363044404990557045405590cm /m68400847009560094400117000132200125900156200176600205800255700289300324500307500382400cm /m168020802350207025602890248030803480337041904740532043305390cm40.740.740.745.745.745.750.850.850.861.061.061.061.071.071.01181351461221401521261461591341551701861401641341511621381561681411611741481701842001531771501671781531711831561761891621841982141671911.3501.3501.3501.3601.3601.3601.3701.3701.3701.3801.3801.3801.3801.3901.390Bsy D ayepLARSSEN 703 10/10 intermediate piles73

4.9.2Pipe pile wallsPipe piles with LARSSEN 703 10/10 intermediate pilesPipediameterWallthicknessD ammsmm1420.0 14.21420.0 16.01420.0 17.51620.0 12.51620.0 14.21620.0 16.01620.0 17.51620.0 20.01820.0 14.21820.0 16.01820.0 17.51820.0 20.02020.0 16.02020.0 17.52020.0 20.0SystemwidthBTaking account ofintermediate pilesSecond Sectionmomentof inertia modulusDisregarding Distanceintermediate piles fromSecond Section extr.momentof inertia modulus fiberDead weight in Coatingrelation to pipe length areaLARSSEN lengthin % of pipe length60% 80% 100% Water sidem /mIy W y Iy W y epm cm4/m343kg/m 2 kg/m 2 kg/m 2 23.583.583.583.783.783.783.783.783.983.983.983.984.184.184.1844730050030054420055320062470069980076200086500083820094000010244001164100122230013328001515800cm /m6300705076606830771086409410106809210103301126012790121001320015010cm /m43280048580052970053950061090068600074830085120082510092690010113001151000120980013203001503300cm /m6100684074606660754084709240105109070101901111012650119801307014880cm71.071.071.081.081.081.081.081.091.091.091.091.0101.0101.0101.01801982121721892082232491972172342622262432731942112251842022212362622092292462742372552842072242381972142332492742212412582852492662951.3901.3901.3901.4001.4001.4001.4001.4001.4101.4101.4101.4101.4201.4201.420Bsy D ayepLARSSEN 703 10/10 intermediate piles74

4.10Angle wallsLARSSEN Angle wallsAngle walls can be produced from all LARSSEN sections and are available on request.Zy45°yZ75

5.0 Special services

5.1.1Special servicesProject planning, sale/hire, service, project supervision from a single sourceOur customers have high expectations. And rightly so, because anyone who invests today doesn'twant to have regrets tomorrow. Our experienced specialists provide cooperation withoutcomplications. With 16 branches in Germany alone, our regional network is so tightly meshed thatwe can serve all our customers efficiently.In addition, we can provide reliable after-sales service worldwide through our global sales structure.“Off-the-peg” solutions rarely satisfy. We therefore go a step further by offering customizedsolutions with system packages tailored to actual needs. The inevitable result is complete singlesourceservice from design through to execution.Technical office• Project management,static load calculations, pricing• Special solutions and detail solutionsHire park• Machines from our own production,developed and adapted tocustomer projects• Hire• Lease purchase• Hiring out componentsas a system supplierLogistics• Sheet piling/anchor equipment• Machinery• Just-in-time delivery worldwideConsultancy/after-sales service• Product demos and instruction• Field service supervision• Parts service• Fitter assignments• Machine maintenancePiles• Sheet piles• Driving piles• Peiner PSt sections• Peiner PSp sheet piles• Trench sheeting• Lightweight sectionsDriving and extraction equipment• Vibrators• Percussion driving equipment• Pressing equipment• Excavator-mounted vibrators• Drilling equipment• Leader and carrier systems• Drive unitsAnchor equipment• Injection anchors, injection piles• Drill rigs, hammer drills,injection pumps• Anchors and anchor bored pilesTrench shoring equipment• Aluminum lightweight trench shoring• Struts• Panel trench shoring• Piling frame panel trench shoring• Sliding rail trench shoring• Vertical trench shoring with sheetingand lightweight sections• Pipe-laying trains, hydraulic hammers,hydraulic cutters, demolition shearsFlood protection• Steel sheet piling• Height-extensible structures• Temporary systemsPreparatory work• Interlock sealing system:HOESCH interlock sealing system,SIRO 88 filler• Corner sections• Welding• Coating and hot-dip galvanizing• Knife-edge bearings• Signal transmitter• Dolphins• UNION steel piles1

5.1.2Special servicesDesign and evaluation of bids, consultancyBy taking early advantage of the offer of applicational or design advice from our Technical Office or ourconsultant close to you (see “Branches/sales structure”), you ensure the trouble-free use of our sheetpiling products and of products in our other sales fields: Trench shoring, anchor equipment, and drivingand extraction equipment.We support you with the design,calculation and production of sheet pilingstructures with:• Driving plans, layouts• Structural drawings• Static load calculations,stability analyses• Preparation of designs andbills of materials• Residual wall thickness measurements• Durability studiesWe advice you on the execution of constructionwork and particularly on pile driving at the planningstage and on site.Your contacts in our commercial department makesure that everything proceeds smoothly from thebid through to the just-in-time delivery of sheetpiles straight to the site.2

5.2Special servicesQuality assuranceThroughout production, a comprehensive quality assurancesystem conforming to DIN EN ISO 9001 ensures a high standardof quality from preliminary work through to the finished sheetpiling.High standards are demanded in production to ensure excellentmaterial characteristics and the reliable compliance with productquality standards.In addition, the chemical and mechanical/technologicalproperties are monitored in accordance with DIN EN 10 248and DIN EN 10 249 and other specifications.Special non-destructive material and weld seam tests are alsopart of our quality assurance system.Walking beam furnaceAnd to answer order-specific quality questions, our technicaladvisers are at your disposal with the entire array of equipmentfor quality inspection and testing.ApprovalsCurrent approvals can be requested from the plant.• Ü-symbol of the “Bauregelliste”(list of relevant standards and specifications), Part 1• Italy: Homologation• Poland: SIMPTESTConforming to works specifications, higher-strength weldablesheet piling steels with a minimum yield point of 500 N/mm²can be supplied.Sheet pile in the rolling processStraightening machineSheet pile store3

5.3Special servicesInterlock sealingBecause of the play necessary in the interlock gap, sheet piling interlocks can only achieve a limited intrinsicseal. If the degree of tightness has to satisfy special requirements, artificial interlock sealing is necessary.See R 117 of the “Recommendations of the Committee for Waterfront Structures” on this subject.HOESCH interlock sealing systemThe HOESCH interlock sealing system has beendeveloped for permanent sheet piling structuresdesigned for a tight seal.With this sealing system, a profiled seal (lipseal) is applied to the site threading interlock;and, in the case of multiple piles, a permanentlyelastic polyurethane seal adhering firmlyto the surface and adapted to the interlock gapis applied to the prefabricated interlock.Before driving, the lubricant HSP GM must beapplied to the seal lips. Further details, particularlyon the driving of sealed sheet piles, canbe found in our Sealing Systems brochure.If desired, guarantees can be given for the durabilityof the sealing material or for the degree oftightness.LARSSEN interlocks with the HOESCH interlock sealing systemPEINE locking bar with the HOESCH interlock sealing system4

5.3Special servicesInterlock fillingA threading interlock is factory-filled with adurable, sufficiently malleable bitumencompound.In the case of multiple piles, the gaps of theprefabricated interlocks are sealed withpolyurethane.The filled threading interlock must be insertedfirst in the direction of driving; it should beclosed on site from below with a rivet or thelike.Weld sealingPrefabricated interlocks can be weld-sealed inthe factory. To prevent rupture of the weldduring the driving process, additional counterweldsare applied.The sealing seams must be placed on the sideto which the base slab of the later structure isjoined.The filling materials are environment-friendlyand do not release any water pollutants.For percussion driving, a bituminous putty isrecommended. This is a cold bitumenreinforced with fibers. It should be injected inthe factory.For vibration driving, SIRO 88 is recommended.This is a hot bitumen that has strongadhesion and can also be injected on site.5

5.4Special servicesCorrosion protectionCoatingThe most commonly used form of corrosionprotection for steel sheet piles is coating. On thebasis of experience to date, it can delay theonset of corrosion by over 20 years.To prevent harm to the environment due to blastingdust and overspray, steel components shouldbe given the necessary corrosion protection inconformity with current regulations and recommendationsif possible before installation. Since itis known that, given careful treatment, onlyminor damage occurs during transport andassembly, we recommend complete coating inthe factory.Hot-dip galvanizingCorrosion protection by hot-dip galvanizing is oneof the widely used methods in steel construction.Combined with an additional coating (duplexsystem), synergies are created.For the galvanizing of steel sheet piles a specialsteel analysis is necessary and compliancewith regulations governing interlock tolerances.Surface quality and product identification mustbe taken into account. Notice should thereforebe given of the intention to have the pileshot-dip galvanized before the start of rolling.For the requirements and tests/inspections,see DIN EN ISO 1461.The choice of coating system depends on theanticipated stressing and the desired service life(see DIN EN ISO 12944). We supply sheet pileswith all conventional coating systems and giveadvice on the choice of system.Because of the severe stressing to which sheetpiling structures are exposed, epoxy resin orpolyurethane coatings are usually applied. Forthe sake of the environment, only tar-substituteproducts and tar-free systems should be used.Factory coating of sheet piling6

5.5Special servicesWelded structuresOur workshops have been producing welded structures from steel piles for over 6 decades. All sheet pilingsteel grades are suitable for arc welding, subject to general welding regulations.Foundation piles, dolphins with accessories, HOESCH and LARSSEN box piles, structural piles such ascorner and junction piles, piles with shock plates, piles with weld-sealed interlocks and special piles forspecific requirements are all manufactured to proven quality standards.Our workshops fully comply with standards for modern welding operations and are qualified in accordancewith DIN 18800, part 7.The general and special tasks of quality assurance, e.g. non-destructive weld seam testing, are carried outby an independent quality body to German or, if necessary, international regulations.Welded structuresDolphins with welded-on snubbing postsSubmerged-arc welding7

5.6Special servicesAnchors and accessoriesBy also supplying anchor elements and accessories for sections and piles, we can provide complete,ready-to-install packages of sheet piling from a single source.The range includes:• Anchors and anchor parts• Anchor connecting elements• Waling and waling fastenings• Sheet pile beams• Recesses, ladders and handrails• Snubbing posts• Special componentsSingle-source supplies are reliable and costeffectivefor the customer.They also include a whole range of services,such as advice on applications and design, thepreparation of drafts, calculation of static loads,preparation of pile-driving plans, installationplans and structural drawings, and on-siteconsultations.BollardProfiled capping platesRecessed bollardQuay ladderProfiled capping plates are on the top of constructionWaling for back anchoring8

5.7Special servicesKnife-edge bearings on steel sheet pilesUsing the HOESCH method of knife-edge bearing on steel pile sections, static and dynamic vertical loads canbe discharged direct, i.e. without any intermediate structures, from the reinforced concrete bearing into thesteel section of HOESCH steel sheet piles.This renders the following tasks superfluous:• Welding structural elements into the steel sheet piles to increase the bearing surface• Slitting the steel sheet piles in the connection zone or drilling holes forreinforcement bars• Welding reinforcement bars onto the steel sheet piles in order to dischargethe tensile forces from the reinforced concrete into the sheet piles.Approval notices from the Berlin Institute for Construction Technology as well as explanations and examplesof applications of the HOESCH knife-edge bearing system on steel sheet piles can be requested from us.Work in progress showing binders and other reinforcementto prevent tensile splitting.9

5.8Special servicesTesting interlock tightness with signal transmitters during the installationof LARSSEN and HOESCH sectionsIf a sheet piling structure requires an especially highlevel of tightness (e.g. for the encapsulation ofpolluted soil or for the sealing of landfills) and/or ifdriving is expected to be difficult and cause damageto the interlock, the signal transmitter described inthe following can be used to test the integrity of thesheet piling. The HOESCH signal transmitter isattached to the foot of the pile to be threaded andtests the interlocks continuously from top to bottomof the sheet piling.The HOESCH signal transmitter does not of courseimpair driving.Pile shoeSection A-AThe HOESCH signal transmitter consists of aninductive proximity switch which, protected by a pileshoe, is fitted at the foot of the pile in the interlock.The measurement cable from the signal transmitteris carried to the head of the pile in a tube fastenedto the pile web and connected to the control box.Signal transmitterControlled by the control box, a high-frequencyalternating magnetic field is created at the proximityswitch. Changes in the alternating field are indicatedby a visual signal at the control box. The alternatingfield changes for the first time when the pile isthreaded and remains unchanged throughout thedriving process if driving proceeds smoothly. If abreach of the interlock occurs, the magnetic fieldchanges and the change is indicated at the controlbox.Thanks to the low sensing distance of 10 mm, anybreach of the interlock is immediately indicated,allowing the necessary action to be taken in goodtime.AADirection of driving10

5.8Special servicesLARSSEN double pile with integrated signal transmitter.Ways of installing the signal transmitter on HOESCH and LARSSEN pilesFigureSection 1)Remarkse 1) Also applies to section variants of the same name.H 1105H 1205H 1205 KH 1255H 1605H 1655H 1705H 1705 KL 22 10/10L 23L 24L 24/12L 25L 600L 601L 602H 1755H 1805H 2305H 2405H 2505H 2555 KH 2555H 2605L 603L 604 nL 605 nL 606 nL 628L 607 nL 703L 704L 755If the HOESCH sealing system is used,the recommended direction of driving is“finger first”. Continuous monitoringis possible.If SIRO 88 or Eurolan is used, the socketshould be driven first, and monitoring isonly possible at the ends.Continuous monitoring depends on thesealing system employed.11

ff5.8Special servicesDriving capsfor HOESCH and LARSSEN sections/piles and UP pilesAvailable are single, double, triple and quadruple driving caps.Driving caps with wooden cushions or, if specially requested, with overlapping steel/plastic linings(chapter 5.10.2).For driving with leader guidance, caps with integrally cast fastening strips are available.Single driving capDouble driving capdcdWooden cushionchIbbbb110hI570370270Fastening strip4512

5.8Special servicesPlastic/steel driving cap liningDelivery periods can be quoted on request.Overlappingplastic/steeldriving cap liningSteel S 355 J0PlasticSteel S 235 J0Plastic30Bevel all round 15 x 15 mmt 2 = 140 mmt = 32 mmt 1 = 10 mmt = 32 mmLining for HOESCH section double driving caps (finger-and-socket interlock)Cap No.1205120712081209Section120517052505Laminated fabric board(Class F, type 2082/HGW)tmm32bmm265Lmm525G1332420525kg/2 St.22Steel platest1mm1010t2 b L G1 G2mm140140mm265420mm525525kg1117kg151242CompleteliningGkg17528113

5.9Special servicesDriving caps for LARSSEN sectionsSingle driving capsNo. Section TotalweightDimensions in mmCaphLiningcb l d fApprox. kge 2) Discontinued model.2101 22 10/10,23, 24, 25190 270 300 540 240 320 1402109 43135 270 246 530 196 340 1402118 600490 320 540 550 380 420 1402113 601, 602250 270 300 600 224 300 1402111-1 603300 280 320 600 260 380 1402112 603, 605480 280 600 600 420 Ø 1402115 604 n400 300 320 600 280 380 1402114 2) 606 n, 628, 607 n 425 320 390 600 300 380 1402117 606 n, 628, 607 n 590 340 600 550 380 480 1402116 703630 300 540 640 390 440 1402119 704710 360 580 640 480 380 1402120 755960 360 580 680 480 380 140e 1) This driving cap must be turned through 180° from one section to the next.Fasteningstripswithwithwithwithoutwithoutwithwithwithoutwithwithwithwith14

5.9Special servicesDriving caps for LARSSEN sectionsDouble driving capsb l d fNo. Section Total Dimensions in mmweightApprox. kgCaphLiningce 2) Discontinued model.2201-1 22 10/10850 350 430 1040 326 540 1402204 23, 241040 350 540 1040 436 540 1402214 24,251040 380 540 940 436 540 1402214-1 251500 500 540 940 436 540 1402210 43895 340 585 1250 485 640 1401)2211 430750 300 800 780 470 710 1402)2217 601, 602750 370 410 1150 300 Ø 1402218 601, 602685 320 410 1150 310 500 1402)2215 600, 603650 300 400 1140 300 500 1402215-1 600, 603850 390 400 1140 300 500 1402220 603980 350 490 1240 400 Ø 1402221 604 n1100 360 540 1240 450 Ø 1402216 6051140 400 600 1240 504 Ø 2002219 606 n, 628, 607 n 1300 420 600 1240 504 Ø 2002222 7031280 380 540 1350 436 540 1402223 7041140 380 600 1350 436 540 1402224 7551500 380 580 1440 476 600 140e 1) Driving cap solely for LARSSEN 430.Fasteningstripswithwithwithwithwithwithoutwithwithwithwithwithwithwithwithwithwithwith15

5.9Special servicesDriving caps for LARSSEN sectionsTriple driving capsNo. Section Totalweight23022302-12302-223062306-12307230922 10/1022 10/1022 10/1023, 24, 2523, 24, 25605606 n, 628, 607 nApprox. kg1120143017801490194520002000Dimensions in mmCaph350400500390450430430Liningb l c d f4504504501440144011403463463465405405401401401406005805905901440144017601740476520 Ø600504 Ø504 Ø200140200200FasteningstripswithwithwithwithwithwithwithQuadruple driving capsNo. Section Totalweight24012402430430Approx. kg19602700Dimensions in mmCaph470710Liningb l c d f877 1360 760 880 140880 1360 800 ØFasteningstripswithwith2)2)e 2) Fastening strips have special dimensions.16

5.9Special servicesDriving caps for HOESCH sectionsSingle driving capsNo. Section Totalweight110511071108120517052505Approx. kg215365345Dimensions in mmCaph280300300Liningb l c d f370540540570460460280460460320390390140140140FasteningstripswithoutwithwithDouble driving capsNo. Section Totalweight120512071208120517052505Approx. kg510850900Dimensions in mmCaph300320320Liningb l c d f370540540104010401040280436436540540540140140140FasteningstripswithwithwithTriple driving capsNo. Section Total Dimensions in mmweightCapLiningApprox. kg h b l c d f1304 1205 925 350 370 1604 280 540 140Fasteningstripswith17

5.9Special servicesDriving caps for HOESCH and LARSSEN steel pilesNo. Section Totalweight25022502-12502-2251325032504250625112512250825092509-1LP 22 10/10,23, 24LP 25LP 601, 602,603, 605LP 604 nLP 703LP 606 n, 628, 607 nLD + LV 22 10/1023, 24, 25LS 22 10/10,23, 24, 25LS 22 10/10,23, 24, 25LKLFLSHPHKLKLV 603Approx. kg2652652804906305907301400243078014001400Dimensions in mmCaph280280280320300340320340400330340340Liningb l c d f500500500540540600600800850560800800570570570550640550108013001700105013001300360360360380390380480580580440580580400400400420440480600840840600840840140140140140140140140160160140160160FasteningstripswithoutwithoutwithoutwithwithwithwithoutwithoutwithoutwithoutwithoutwithoutPile driving caps not listed are only manufactured on request.Plenty of advance notice is absolutely essential.18

5.9Special servicesDriving caps for UP steel pilesNo. Section Totalweight650165026503UP 103, 133, 163,UP 104, 134, 164UP 103, 133, 163,UP 104, 134, 164,UP 105, 135, 165,UP 106, 136, 166UP 106, 136,166,UP 108, 138, 168Approx. kg2706251030Dimensions in mmCaph280300320Liningb l c d f500750970500750970380440555380460555140140140Fasteningstripswithoutwithoutwith19

5.9Special servicesDriving caps for PSp and PSt sectionsSectionPSt 300/80-300/106PSp 370PSt 370/107-370/153PSp 400PSt 400/100-400/175PSp 500PSt 500/108-500/177PSp 600PSp 700PSp 800PSp 900PSp 1000, 1001Total weightApprox. kg38049051063015901780196021502350Dimensions in mmCapL 1 L 2 B740870780910460530870870900900900900900910910970970970970970560660800900100011001200H390390390390470470470470470Liningl560640640640720720720720720b340390420450560660760860960h150150150150150150150150150*Delivery on request.lbHhL2Possible uses of driving capsBL120

5.9Special servicesDriving caps for PZ sections*SectionIntermediate pilePZ 610/612Total weightApprox. kg1100Dimensions in mmCapL 1 L 21210 1430B400H450Liningl835b320h150*Delivery on request.lbHhL2BL1Possible uses of driving caps21

5.10Special servicesStarter weightA starter weight is used for overcoming friction resistance during the driving of piles that areonly threaded. As starter weight hangs freely from the crane, it can also be used as a drophammer for gentle pile driving.Use of the starter weight isrecommended:400 500• When threading pile sections intosuspension-supported trenches• For support walls, especially whenthe sheet piles are sealed with theHOESCH interlock sealing system• When setting up panel sections thatare pressed into place hydraulically.1800Weight: 1500 kgHire possible on request.21522

6.0 Anchors/anchor equipmentDriving, extracting, drilling andpressing equipment

6.1.1Anchoring/anchor equipmentAnchor connection to PEINE PSp sectionsRaking pile connection to single pileRaking pile connection to double pileConnecting strapsArticulated strapsPSpPStPSpPStArticulated pinAnchor connection to web(Welded on site)Anchor connection with T-platesfed through the slit burnt into the flange(not welded on site)Connecting strapPSpPSpPin1

6.1.1Anchoring/anchor equipmentAnchor connection to end ofweb of double pileAnchor connection with hammer headBearing platesTension platesPSpPSpCross plates2

6.1.2Anchoring/anchor equipmentRound steel tie rods with rolled threadsdflankdcoredshaftWith upset endsNominal diameterD1)R kNdinchmmASF 600S 460S 355d shaft (mm)d core (mm)d flank (mm)l (mm)kg/m1½ 1¾ 2 2¼ 2½ 2¾ 3 3¼ 3½ 3¾ 4 4¼ 4½ 4¾ 5 5¼ 5½ 5¾ 638 45 50 57 63 70 75 83 90 95 100 110 115 120 125 130 140 145 1503612201963532.735.41907.64862972654137.941.219010.45983923493843.647.22208.98124964424549.153.122012.510256265585055.459.425015.411207526705260.665.225016.713939118125866.971.627020.7175010719546572.577.627024.52029125911227078.983.927030.22329144212857584.489.827034.72650166214808090.896.227039.52853188216768396.7102.327042.533542130189790103.0108.727049.937372376211795108.8114.827055.6414126512362100115.1121.127061.7456629272608105121.0127.227068.0501132292877110127.2133.527074.6547735313146115133.0139.627081.5596338733451120139.6145.927088.8dshaftWithout upset endsNominal diameterD1)R kNdZollmmASF 600S 355 / S 460d shaft (mm)kg/m1½ 1¾ 2 2¼ 2½ 2¾ 3 3¼ 3½ 3¾ 4 4¼ 4½ 4¾ 5 5¼ 5½ 5¾ 638 45 50 57 63 70 75 83 90 95 100 110 115 120 125 130 140 145 150361357.64864110.46414713.68125317.310255921.512316521.514927131.117527736.62061 2360 2719 3079see above (thread governs)8342.58948.89656.810264.1348510871.9388711480.1433812190.3479012799.45285133109.15778139119.16338145129.6Ashaft:A ten :f y,k:f :ua,kγ M0 :γ :Mb*k t :Z d :Rd:cross-sectional area at shafttensile stress area calculated from (dcore+ dflank)/2yield stress: S 355 = 355 N/mm² / S 460 = 460 N/mm² / ASF 600 = 580 N/mm²tensile strength: S 355 = 490 N/mm² / S 460 = 550 N/mm² / ASF 600 = 900 N/mm²partial safety factor of 1.10 for anchor shaft to DIN EN 1993-5ditto, but 1.25 for threaded segmentnotch factor of 0.55 according to EAU 2004 R20design value for anchor force Z d = Z G,k x γ G + Z Q,k x γ Qdesign resistance of anchor R d = min [F tg,Rd *; F tt,Rd ]Ftg,Rd= Ashaftx fy,k/ γM0F tt,Rd *= k t x A ten x f ua,k / γ Mbd = D for lengths < 4 m1)Permissible design resistance RdAnalysis format Z d < R d for the ultimate limitstate to DIN EN 1993-53

6.1.2Anchoring/anchor equipmentRound steel tie rods with rolled threadsEye tie rodsNominal diameterDinchmma (mm)b hole (mm)b bolt (mm)c (mm)k (mm)T-head tie rods1½ 1¾ 2 2¼ 2½ 2¾ 3 3¼ 3½ 3¾ 4 4¼ 4½ 4¾ 5 5¼ 5½ 5¾ 638 45 50 57 63 70 75 83 90 95 100 110 115 120 125 130 140 145 15072343225508540383060105504833701105350397512560574285135666347901557370501051657875551101808380601201908885631302109390661352309895721652401031007517525511311080180280118115851902751231209019529012812595205300133130100205310143140105230dshaftdshaftNominal diameterDinchmma (mm)b (mm)Head (kg)1½ 1¾ 2 2¼ 2½ 2¾ 3 3¼ 3½ 3¾ 4 4¼ 4½ 4¾ 5 5¼ 5½ 5¾ 638 45 50 57 63 70 75 83 90 95 100 110 115 120 125 130 140 145 150100381.9100402.9110503.6115554.5125605.7135606.7145708.81607010.81807512.01857514.41908017.82059019.72209023.82359526.123510029.024513030.026013535.027014040.0Ashaft:A :tenfy,k:f :ua,kγM0:γ :Mb*k t :Zd:R d :cross-sectional area at shafttensile stress area calculated from (dcore+ dflank)/2yield stress: S 355 = 355 N/mm² / S 460 = 460 N/mm² / ASF 600 = 580 N/mm²tensile strength: S 355 = 490 N/mm² / S 460 = 550 N/mm² / ASF 600 = 900 N/mm²partial safety factor of 1.10 for anchor shaft to DIN EN 1993-5ditto, but 1.25 for threaded segmentnotch factor of 0.55 according to EAU 2004 R20design value for anchor force Zd= ZG,kx γG+ ZQ,kx γQdesign resistance of anchor R d = min [F tg,Rd *; F tt,Rd ]Ftg,Rd= Ashaftx fy,k/ γM0F tt,Rd *= k t x A ten x f ua,k / γ Mbd = D for lengths < 4 m1)Permissible design resistance RdAnalysis format Z d < R d for the ultimate limitstate to DIN EN 1993-54

6.1.2Anchoring/anchor equipmentDimensions and weights of accessory partsNominaldiameterDInch22¼2½2¾33¼3½3¾44¼4½4¾55¼5½5¾6LengthLmm450450500500550550550550550550550550550550550550550Turnbuckle Coupling sleeve NutOutsidediameterdThreadlengthaWeight Length Weight Heightmmm8090100105115125140150150160170180190190200200220mm5060657075859095100110115120125130130130130kg9.811.817.218.024.528.538.144.344.745.054.061.068.062.066.060.085.0The coupling sleeves for the subdivision of longanchor rods have the same outside diameter asthe turnbuckles. They have a continuousrighthand thread.For the turnbuckles, coupling sleeves and nuts,a grade of steel suitable for anchor rods mustbe chosen.L mmm150170180200210230240250260260260260260260260260260kg3.75.36.97.910.113.318.121.720.821.525.028.032.529.032.030.041.0mm404550556065707580859095100105110115120Thread lengths (g):Wrenchjaw sizesmm808595105110120130135145155165175180190200210220For 2’’ and 2¼’’ = 220 mmFor 2½’’ and 2¾’’ = 250 mmUpward 3’’ of = 270 mm.Cornerdiameteremm9298110121127139150156167179191202208219231242254Weightkg1.11.41.92.42.93.84.65.26.47.69.110.911.813.916.118.821.5TurnbuckleLeft-hand thread Right-hand thread NutbDsCoupling sleeveLeft-hand threadagfLagRight-hand threadmgNutebDsgfgmgeLm5

6.1.3Anchoring/anchor equipmentTITAN injection anchorMicropiles are non-prestressed pile elements with a diameter< 300 mm; various types are available. They are especiallypopular for strengthening or rebuilding existing foundations,transferring the tensile and compressive forces into thesubsoil.Spherical collar nutEnd plateBearing plate, permitted surfacepressure < 8.33 N/mm² toDIN 1045 17.7.3 for B 25HD PE sleeve, e.g. for exposed pilelength and additional corrosionprotection in the foundation jointPrimary injection (filter cake)stabilizes the drill hole andimproves shear bondTITAN micropiles to DIN EN 14199 belong to the group oftubular grouted piles and can be used as anchor piles, soilnails to draft standard pr DIN EN 14490 or rock anchors. Thesystem is particularly cost-effective because operations suchas inserting prestressing bars and extracting casings are nolonger necessary.TITAN micropiles consist of a disposable drill bit screwed toa steel tube with a continuous external thread. Using thespecial lengths of 2, 4 and 6 m, the standard length of 3 mcan therefore be easily extended with the screw-on couplingsockets to suit requirements.Micropiles transfer tensile and compressive forces into thesoil. The external forces are transferred via an end plateanchorage and then via a shear bond to the body ofpressureinjected cement grout and the soil.The cement grout protects the steel tendon as a conventionalelement without prestress against corrosion over its entirelength and also interlocks it tightly with the surrounding soil.The steel tendon, a ribbed steel tube made of fine-grainedstructural steel, is not vulnerable to transverse pressure,brittle fracture and stress corrosion cracking.Non-cohesive soil (sand, gravel,weathered rock)Injection anchor, rebar threadto DIN EN 14199 for crackwidth controlFlushing passageCoupling nutSpacer for cement groutcoverage > 20 mmTITAN micropiles are self-drilling, are inserted together witha drilling fluid – and so need no casing – and are grouteddynamically. The drilling fluid forms a filter cake that supportsthe drilled hole. The direct, rotary percussive drilling with adrilling fluid avoids loss and loosening of the soil, and thisresults in a considerable improvement in the groundconditions.Clay bitFlushing holeDia. approx. 200 mm6

6.1.3Anchoring/anchor equipmentaNtionaAPPROVALlTechnicalType of micropileExternal øInternal øEffective cross-section AeffUltimate load FuLoad at 0.2% proof stress F0.2(50% fractile)Characteristic loadbearingcapacity RM,k according to1)German approval (5% fractile)0.2% proof stress fy,k4)Strain stiffness ExA4)Bending stiffness ExIWeightLengthLeft-/Right-hand threadmmmmmm²kNkNkNN/mm²kNkNmm²kg/mm-TITAN30/1130114153202602)166580383 x 1064 x 103.292/3/4leftTITAN40/2040207305404303725153135 x 10615 x 105.63/4leftTITAN40/1640169006605254655153167 x 10617 x 107.172/3/4leftTITAN52/26522612509257306205003231 x 10642 x 109.873left/rightTITAN73/537353161511609708605303299 x 106143 x 1013.23rightType of micropileExternal øInternal øEffective cross-section AeffUltimate load FuLoad at 0.2% proof stress F0.2(50% fractile)Characteristic loadbearingcapacity RM,k according to1)German approval (5% fractile)0.2% proof stress fy,k4)Strain stiffness ExA4)Bending stiffness ExIWeightLengthLeft-/Right-hand threadmmmmmm²kNkNkNN/mm²kNkNmm²kg/mm-TITAN3)73/457345226015851270-5603416 x 106180 x 1017.83rightTITAN73/357335271018751430-3)5303499 x 106184 x 1021.24rightTITAN103/781037831402270180015504953580 x 106564 x 1025.33rightTITAN103/5110351568036602670232541031022 x 106794 x 1044.63rightApproval Z-34.14-209: Reductions may need to be considered for piles in tension (permanent application) witha grout cover c < 35 mm (see approval).1)2)Permissible values from approval Z-34.14-203 adapted to the new safety concept.3)An approval to cover these sizes has been applied for.4)These values were determined from tests. It is not possible to calculate the elastic modulus, cross-section or second momentof area from these figures. The values were interpolated for the TITAN 30/11, 73/45, 73/35 sizes.7

6.2.1Driving, extracting, drilling and pressing equipmentMüller vibrators for driving and extractingof leader can be connected to the outer casing of thespring yoke. Located on the underside of the exciterblock are the clamps that provide a vibration-freeconnection between the pile and the vibrator. Clampsare used for single and double piles, pipes etc.Driven by a diesel engine, the power pack supplies oilto the vibrator via hydraulic pumps. This flow of oil,which is needed to drive the axial piston motors, canbe steplessly adjusted to vary the vibrator's activeexciter frequency. Operation, control and monitoringare performed via a specially adapted PLC.Thanks to the possibility of electronically supportedmeasurement, automatic amplitude control ispossible in relation to vibration propagation.Driving and extracting with vibratorsVibration, driving and extracting equipmentVibration, driving and extracting equipment has beenin use since the Fifties.Although electrically driven machines were used inthe early years, it is the hydraulically driven axialpiston motor that predominates today.The advantages of vibratory driving can be found inits wide-ranging applications. Müller vibrators can bemounted on an excavator, suspended free-ridingfrom a rope or guided by a leader. Vibrators can beused both for driving piles into the ground and forextracting them.Vibratory driving exploits the principle of reducing orentirely eliminating the inner forces of soil stability byvibration and changing soil deformation. The vibratorgenerates vertical vibration and this vibratory motionis transmitted via the clamp to the pile.The soil in the immediate vicinity of the pile is alsoexcited, thus dramatically reducing the frictionbetween the pile and the soil. The pile is driven intothe ground with the aid of centrifugal force and thestatic load. In damp or saturated soils, vibrationgenerates a temporary film of water between the pileand the soil, which makes driving considerablyeasier. During extraction, the marked reduction insurface friction and the absence of tip resistanceenable the piles to be removed with less force.A complete systemClassically, a modern system consists essentially ofthe power pack and the vibrator. The key element ofany vibrator is its exciter block. This contains,arranged in pairs on heavy special bearings, counterrotatingeccentrics. Attached to the top of themachine is the spring yoke, whose task is to absorbthe vibration produced by the exciter block before itreaches the carrier. Via an additional cradle, any kind8

6.2.1Driving, extracting, drilling and pressing equipmentWorking principle of Müller vibrators (typical design)Diesel-hydraulicpower packSuspensionElastic hose mountingVibration isolator(spring yoke)Remote controlHydraulic hosepower supplyMotorEccentricExciter blockHydraulicclampDyn.weightPileTotal amplitude/driving depthTotal amplitude [mm]87654321Cohesive soilSand and gravel5 10 15 20 25 30Driving depth [m]The diagram “Total amplitude/driving depth”shows how high the minimum amplitude has to beto achieve a certain driving depth or pile length. Itmay be lower for sandy and gravely soils than forcohesive soil types. The static moment of therequired vibrator can be calculated from thenecessary amplitude.9

6.2.1Driving, extracting, drilling and pressing equipmentCentrifugal force/driving depthCentrifugal force [kN]200018001600140012001000800600400200IV III II I5 10 15 20 25 30Driving depth [mm]The diagram “Centrifugal force/driving depth”takes account of the soil's bedding state. Greatercompactness demands a higher centrifugal forcefrom the vibrator.Soil typeCurveIIIIIIIVSand and gravelLooseMediumDenseVery denseCohesive and silty soilsSoftPlasticHardVery hardExtraction workBodenSand andgravelCohesiveand siltysoilsLoose to mediumDense to very denseSoftPlasticHardVery hardSurface friction kN/m²10 – 1615 – 283 – 86 – 1212 – 20> 20The table for “Extraction work” showsthe surface friction values in kN/m² forvarious soil types and soil states.Experience shows that the surface andinterlock friction forces can be reduced to1/10 if an appropriate vibrator is used.The necessary pulling force is calculatedwith the following formula:R .M AF PULL = (G V + G R) 9.81 + 10[kN]KeyFPULLWVWPFrSA= Pull at crane hook= Vibrator weight= Pile weight= Surface friction value (table)= Pile surface area10

6.2.1Driving, extracting, drilling and pressing equipmentMüller vibratorsChoosing the right vibratorTypeMS-10 HFV 16 HFV MS-24 HFV MS-32 HFV MS-48 HFVMS-5 HFBV MS-25 H2/H3 MS-50 H2/H3MS-62 HVCentrifugal force kN51015MS-10/17 HF (B)200400600MS-25 HHFMS-50 HHFMS-100 HHFMS-120 HHFMS-290 HHF800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000Centrifugal force kN1234Driving depth [m]202530354045ExampleWeight of double pile: 3.0 tDriving depth: 17 mVibrator chosen formedium driving = MS-50 HHFVery heavy driving (clay)Heavy driving (dense bedding)Medium drivingLight driving56789101112Pile weight [t]50HTo help the user choose the right vibrator, therequired centrifugal force in relation to soil conditionsis shown in this diagram. If high-frequency vibratorsare to be used, the centrifugal forces obtained in thisway should be about 30% higher. After this, the totalamplitude (including the pile) must be calculated withthe formula:S = 2s =. 2 M stat∑ G dynTLBFor non-cohesive and water-saturated soils, the totalamplitude (2s) can be lower than for cohesive soils.On no account should it be less than about 6.0 mmfree-running without soil damping. Further calculationparameters are the soil's water content, compactness,soil structure and if necessary any aids used toenhance soil penetration.11

6.2.1Driving, extracting, drilling and pressing equipmentMüller vibrators, fixed static momentConstant amplitude, high performance densityVibrator typeTechnical dataMax. centrifugal forceMax. static momentkNkgmMS-25 H277425MS-25 H377425MS-35 H383432.5MS-50 H2143050MS-50 H3143050MS-65 H3167065Max. speedMax. frequencyMax. pulling force-1minHzkN168028.0400168028400153025.5400161526.9500161526.9500153025.5500Weight (dyn.) excl. clampWeight (tot.) excl. clampAmplitude excl. clampkgkgmm1930320025.92550360019.62660360024.43340630029.93820805026.24200820031.0Max. output at vibratorMax. absorption volumeMax. pressurekWltr./minbar248425350248425350270463350419719350419719350397680350Length LWidth WHeight HReduced width wmmmmmmmm220068116854022200777174540222007771745402260069120354902800691210549028006912105520Unit typeSingle clampDouble clampMS-Aalternative MS-UMS-Ualternative MS-UMS-U2601001502 x 542601001502 x 54260100150542 x 90/1004201801502 x 902 x 1004201802 x 902 x 10042020025010010012

6.2.1Driving, extracting, drilling and pressing equipmentMüller vibrators, “two-in-one”, high-frequencyAdjustable amplitude and frequencyVibrator typeTechnical dataMax. centrifugal forceMax. static momentStepsMax. speedMax. frequencyMax. pulling forcekNkgmkgm-1minHzkNMS-25 HHF7502512/15/20/252170/2113/1830/163739.3/35.2/30.5/27.3280MS-50 HHF15005024/30/40/502362/2113/1830/163739.3/35.2/30.5/27.3500MS-100 HHF250010048/60/80/1002160/1920/1670/150036/32/27.8/25600MS-120 HHF300311680/94/110/1161850/1700/1570/153630.9/28.3/26.2/25.61200MS-200 HHF4000190(98)/110/115/190(1800)/1800/1560/137130/26/22.91200Weight (dyn.) excl. clampWeight (tot.) excl. clampAmplitude excl. clampAmplitude (steps) excl. excl. clampkgkgmmmm2900370017.28.3/10.3/13.8/17.24500610022.210.7/13.3/17.8/22.277001090026.012.5/15.6/20.8/26.089001550026.118.0/21.1/24.7/26.1117501850032.416.7/18.7/25.5/32.4Max. output at vibratorMax. absorption volumeMax. pressurekWltr./minbar274470350356 562610 964350610 7501045 1286350671 895989 1150 1534350837 9801435 1680350Length LWidth WHeight HReduced width wmmmmmmmm180081318853602260888246535024108433235660230012004135832230014304170832Unit typeSingle clampDouble clampMS-Aalternative MS-UMS-Ualternative MS-UMS-U260901002 x 542 x 70420 570*1802002 x 902 x 100700 840*3602 x 1502 x 180840 1050*3602 x 180840 1050*–2 x 250*increased performance combination13

6.2.1Driving, extracting, drilling and pressing equipmentMüller vibrators, adjustable and high-frequencyResonance-free start-up and slow-down frequency and amplitude adjustable during operationVibrator typeTechnical dataMax. centrifugal forceMax. static momentkNkgmMS-10 HFV MS-16 HFV MS-20 HFV MS-24 HFV MS-28 HFV6100 – 109680 – 1612300 – 19,514800 – 2414730 – 28MS-32 HFV19800 – 32MS-48 HFV26900 – 48MS-62 HFV29980 – 62Max. speedMax. frequencyMax. pulling force-1minHzkN235839.3180235039.2300240040.0300235039.2400219036.5500237539.6600235039.0600210035.0600Weight (dyn.) excl. clampWeight (tot.) excl. clampkgkgAmplitude excl. clamp mm1700230011.82600350012.32600360015.42900505016.53120532018.04850725013.26520970014.767001100018.5Max. output at vibratorMax. absorption volumeMax. pressurekWltr./minbar147 203253 348350220 294378 504350413708350404 551693 945350514734 880350685 8221175 1410350682 8231170 14103509801680350Length LWidth WHeight HReduced width wmmmmmmmm163573215303301930757201035020807822060350192089321454511920893224045123758002455345237111232525860237112092525860Unit typeSingle clampDouble clampMS-A ... Valternative MS-UMS-Ualternative MS-UMS-U170 260*721002 x 542 x 70260 420*1502 x 702 x 904201502 x 902 x 100420 570* 420 570*180 1802 x 90 2 x 902 x 100 2 x 100700 840*2502 x 150700 840*3602x 18010503602 x 180*increased performance combination14

6.2.1Driving, extracting, drilling and pressing equipmentVibrator characteristic dataDrive output P [kW]This depends on the drive motor. It must besufficient to overcome the resistance in the soilwith the generated centrifugal force. The driveoutput should be roughly 1 to 2 kW per 10 kN ofcentrifugal force.Speed (vibration frequency) n [rpm]The speed imposes on the system the vibrationfrequency with which it is moved up and down.The vibrations are transmitted via the pile intothe surrounding soil and “liquefy” it. Any soilvibration propagation can be counteracted bychanging the frequency.Amplitude S [m]S = 2 s =. 2 MGdynW dyn = W vib + W pile + Gsoil[kgm][kg]Together with centrifugal force, the amplitude isa measure of driving performance. A large strokeand high impact force are an assurance of effectivedriving. For driving and extraction work incohesive soil, the elastic bond between the pileand the soil will only be broken if the amplitudeis sufficiently high.Acceleration a [m/s²]Static momentM [kgm] M = G ∙ rThe static moment is the measure of unbalance.As the factor determining the amplitude, it is acritical variable, particularly for driving work.2Centrifugal force F = M . w-3 2F [kN]F = M . 10 . n . 0.011The centrifugal force must be of sufficient magnitudeto overcome the adhesive friction betweenthe pile and the soil (breakaway effect). Thecentrifugal force has a very powerful effect onthe reduction in surface friction and is importantas an impact force for overcoming tip resistance.2S . a= =g 9.81 = . n/30The transmission of the acceleration of the pile tothe surrounding soil causes the rearrangementof particle structure and reduces particle frictionand soil resistance. As an indication of magnitude,here is the ratio between acceleration andgravity: = a : gThis ratio corresponds to:.-1 = F 10 : W dynThe value can range from 10 to 30.15

6.2.1Driving, extracting, drilling and pressing equipmentThe HFV generationHigh-frequency vibrators with adjustable frequency and amplitude settings during operationWorking principle of the various methodsResonance-freemethodVibration velocity(RMS) mm/stStandardmethodVibration velocity(RMS) mm/sectVibrationduring driving2000Vibration frequencyrpm1000Resonance frequenciesResonance frequenciest0Start-up phaseWorking timeDriving/extracting timeSlow-down phaseTotal duration of one working cycleFor difficult driving and extraction jobs, ThyssenKruppGfT Bautechnik supplies adjustable, high-frequencyMüller vibrators of the HFV series with resonance-freestart-up and slow-down.The machines deliver exceptional power and emitminimal noise and propagated vibration.This generation of vibrators achieves optimum adaptationto geological conditions in terms of frequencyand amplitude. Before these vibrators fitted withadjustable exciter modules areswitched on, the eccentrics are dephased by 180°relative to each other so that all the eccentrics counterbalanceeach other and the machine operates atzero amplitude. Once the preselected operating frequencyhas been reached, the eccentrics are againdephased relative to each other during operation sothat the vibration amplitude is now generated.This is another step toward ensuring cost-effective,environment-friendly and successful driving andextraction.16

6.2.1Driving, extracting, drilling and pressing equipmentThese adjustable vibrators are equipped with anelectronic priority control for frequency stability sothat unwanted resonance vibration cannot occur.Another advantage is that the vibrators are equippedwith an exciter frequency monitor with digitalindication on the display of the remote control thatcompares target with actual readings. This ensuresthat all functions are under the complete control ofthe vibrator operator. The precise working the PLC(programmable logic control) reduces his workloadby grouping several control functions in a singlecommand. This way he can concentrate on theimportant work processes.Advantages• Resonance-free vibrator start-up andslow-down thanks to eccentriccounterbalancing.• Low energy requirements once thepreselected working frequency has beenreached by amplitude adjustment.• Optimum adaptation to geologicalconditions by adjustment of the frequencyand amplitude.Principle of resonance-free start-up due tocentrifugal force variation by adjusting therelative positions of the eccentrics• Specially programmed PLC for preciseoperation, control and monitoring.• Electronic priority control for frequencystability.• No unwanted resonance vibration whencritical loading is reached, thanks tofrequency stability.F = 100 % F = 75 % F = 0 %• Environment-friendly, cost-effective andconforming to CE guidelines.17

6.2.2Driving, extracting, drilling and pressing equipmentMüller diesel-hydraulic power packs for vibratorsPower packsDiesel engineTypeExhaust gas certificationOutput P (max)Speed n (max)HydraulicsOil flow rate Q (max)Pressure p (max)Fuel tank/ capacityHydraulic tank/ capacityDimensions Length LWidth WHeight HWeight with oil/without fuelATTACEU / EPAkWrpml/minbarllmmmmmmkgMS-A 110 V* MS-A 170 V*MS-A 260 V* MS-A 420 V* MS-A 570 V* MS-A 700 V* MS-A 840 V* MS-A 1050 V*CATC4.4III A / Tier 31062200CATC 6.6III A / Tier 31682200CATC9III A / Tier 32612200CATC15III A / Tier 34332000CATC18IIA/Tier257118002 x CATC13III A / Tier 370821002 x CATC 15III A / Tier 386621002 x CATC 18III A / Tier 3104421002703804002503000140021004000310380400250300014002100400052538055025037001490234050007403809002804250170023406200105038010504004750200023608500118038014005004800220023001030014803802200600530024002570125001680380220060053002400257013500For the power supply of the hydraulic vibrators powersupply units are used. Installed diesel engines driveseveral hydraulic pumps, which supply the flow ratefor the hydraulic motors .All the power packs are silenced and are controlledand continuously monitored during operation by aspecially adapted PLC.The vibrator can be operated wirelessly from aremote control.A modem can be integrated to permit the captureof production parameters so that productionrecords can be issued in connection with theMüller civil engineering data capture system.Power pack MS-A/420V18

f6.2.3Driving, extracting, drilling and pressing equipmentMüller hydraulic clamping devicesPiles, I-beams and pipes must be connected without vibration to the vibrator using a clamping device. Theclamping force of the clamping devices (kN) must be at least 1.2 times the centrifugal force (kN).IPBhdckbegi max.aClampsTypeMS-U12*40*54**60*70**72*90**100**/150* **/180* **200*/250* **360*Clamping force Dimensions in mmkNa c d12237054060070072090010001500180020002500360002255086506007706007707518909541010134012551952602703203403203403453403903804004601954755154805804805806106407458808701180f223285690350525350525530550592800840950g95175200220290220290275320325430410520h――730―780―780780780780―1150―i. max.15402240364028504580486380IPB min120120180140180140180280320***320***450450400Weightkg501904402606152606206807701250160024003130*for direkt screwing **slideable at tension bar ***IPB 300 with special equipment possible19

6.2.3Driving, extracting, drilling and pressing equipmentClamp arrangementsas single clamps, double clamps for U- and Z-shaped pile sections, and for I-beams and pipes. Special clampsare available for special items, e.g. for wooden piles, concrete piles and small-diameter pipes.Special version20

6.2.4Driving, extracting, drilling and pressing equipmentMüller safety clampsSafety clamps, which are available in various sizes,are ideal for quickly picking up and threading piles.They ensure trouble-free and safe operation withoutdanger during the setting-up and threading of sheetpiles and other steel sections.TypeSSZ-3BSSZ-4BSSZ-5BPulling force30 kN40 kN50 kNWeight15 kg24 kg26 kgAdvantages• The bolt is secured twofold.• A compression spring keeps the bolt closed.• A locking pin controlled by the shackle prevents the clamp being opened as longas the load is suspended from the hook. The suspended section cannot be unhookedduring the work process. Only when the rope slackens is the lock disabled, thusreleasing the clamp.• Ist low weight and easy-to-manipulate operating mechanism make handling easier.21

6.2.5Driving, extracting, drilling and pressing equipmentMüller excavator-mounted vibrators, excavator-mounted leaders and safety clampsExcavator-mounted vibratorThe vibrator is connected to the excavator arm andoperated via the excavator's hydraulics. Operationand control require a shovel dumping section.A special pressure head enables additional staticcompressive force to be applied to the piles via theexcavator arm. In this way, driving power can besignificantly increased. The choice of vibratordepends on the available excavator pump outputand soil conditions. The units are robust, easy tohandle and quiet and have universal applications.The series of excavator-mounted vibrators isavailable with a fixed and an adjustable momentand high-frequency periodicity. Along with theexisting designs, Müller also supplies a pivotingspring yoke so that the pile lying on its side can beinserted straight into the clamp. This dispenseswith having to align the pile in its suspended state.Fields of application• Road building, e.g. driving crashbarriers and signs.• Hydraulic engineering, e.g. shorereinforcement.• Driving special piles such as plastic piles,wooden piles and mini piles.• Trench shoring• Soldier pile wallExcavator-mounted vibratorAdvantages• Safety circuit on all equipment.• Low height of the excavator-mountedvibrator.• Automatic tightening device.• High pulling force.• Swiveling clamping device.22

6.2.5Driving, extracting, drilling and pressing equipmentHigh-frequency excavator-mounted vibratorsTypeMS- 1 HFBMS- 2 HFBMS- 3 HFBMS- 4 HFBMS- 6 HFBMS- 7 HFBMS- 9 HFBMS-10 HFBMS-17 HFBStaticmomentmax. kgm0.72.23.04.26.57.08.510.017.0Amplitudemax. rpm6.17.710.38.913.714.717.214.323.4Centrifugalforcemax. kN90245296374464604606600585Frequencymax. Hz56.053.150.047.542.546.742.539.030.0Pullingforcemax. kN34/ 3460/ 4060/ 40120/ 80120/ 80150/ 80150/ 80140/170140/170Outputatvibratormax. kW606170100119130133150158Oilflowl/min102105120171204224229257270Height(incl.clamp)mm76110241024124912491249124910361036Total weight(incl. clamp)kg350815830123012401300138021502208MS- 5 HFBVMS- 8 HFBV4005840 – 50 – 88.812.445.043.0120/ 80150/150951651622831408158315801815MS- 4 HFBSMS- 6 HFBSMS- 7 HFBS3784646044.26.57.07.711.612.447.542.546.7120/ 80120/ 80150/ 80100119130171204224125012501250136013701380High-frequency excavator-mounted leadersTypeMS-16 HFMVStaticmomentmax. kgm0 – 16Speedmax. rpm2376max. Hz39.6Pullingforcemax. kN180Total weight(incl. clamp)kg3650Heightmm1710Centrifugalforcemax. kN969FrequencyReducedwidthmm455MS-Uclamp150MS-20 HFM12000 – 20234039.01803840171045515023

6.2.6Driving, extracting, drilling and pressing equipmentMüller drilling equipmentDrilling equipment gripped by the vibrator clamp and drilling equipment attached to thetelescopic leader slideFor drilling equipment gripped by the vibrator clampor attached to the telescopic leader slide, the leaderserves as a torque support. The oil supply issupplied via the feed line connected to the slide'sdistribution block.Drilling equipment for attachment to theexcavator armIf the drilling equipment is attached to the excavatorarm itself, the oil is supplied by connecting the feedline to the excavator.LDCWCWLD1. Drilling equipment gripped by the vibrator clamp.2. Drilling equipment attached to the telescopic leader slide.CWLD3. Drilling equipment attached to the excavator arm.24

6.2.6Driving, extracting, drilling and pressing equipmentMüller drilling equipmentTypmounting on a guide slide of a leader = 1clamping in the clamping device of a Vibrator = 2Connection at the excavator stick = 3RHA 101RHA 102RHA 103RHA 141RHA 142RHA 143RHA 201RHA 202RHA 203RHA 281RHA 283RHA 401RHA 403Torque(max.)Speed(max.)Oil pressure(max.)Volume input(max.)Diametersmallest bore diameterDiameterlargest bore diameterDrilling depth with smallest bore diameter (max.)Drilling depth with largest bore diameter (max.)Drilling tool connectionstandard width acrossflats OR standard A/F*Weightexclusive drilling tools /exclusive pedestal approx.da Nmrpmbarl/minmmmmmmmmkg1000125300260200700204703001400115300350200900254703602000110300460400120014280440280010030060040014001621005004000703006004001600202120600*options available on request25

6.2.7Driving, extracting, drilling and pressing equipmentABI MOBILRAM systems for driving, extracting, augering and silent pilingDriving, extracting, augering and silent piling can be carried out by a single machine - the ABI MOBILRAMsystem. This is made possible by interchanging such tools as pile-driving and -extracting vibrators, augerdrives, rotary power heads, double auger heads, Hydro Press systems and, for special applications, dieselimpact hammers or hydraulic impact hammers. This is all facilitated by a quick-change or docking system.The range of tasks performedby the ABI MOBILRAM:• Driving with vibrators and impact hammers.• Extracting with vibrators.• Silent piling with the Hydro Press system.• Piling with ABI BANUT hydraulic impacthammers or DELMAG diesel impacthammers.• Continuous flight augering (for groundrelease as a piling aid) or hollow stem augersystems (soldier beam wall installation,de-watering well installation, cast-in-situconcrete piles).• Double auger head augering with VDW.• Pile foundations with theABI MOBILRAM TM 14/16 B(reinforced version) in combination with therotary power head and Kelly bar.The central element of the ABI MOBILRAM systemis an up to ± 90° slewing telescopic leader, mastmounted,with an appropriate fold-down deviceon a special carrier. Depending on customer requirements,effective lengths up to 8 to 25 m are available,thus covering the whole spectrum of light tomedium piling and extracting work.Worthy of note are its extremely compact transportdimensions, the effective lengths achievable withthe telescopic leader and its extremely quick set-up.The required working space is low, so gaps betweenexisting buildings and narrow streets are no problemas the construction site.Data-logging systems with in-time printouts providesinformation for third parties. In addition to performingthe immediate task and the work associated withit, it is also essential for all data to be recorded andcomprehensibly structured. On the latest equipment,it is possible to inspect and if necessary modifyequipment and parameters important for data loggingonline via a mobile phone modem.• Soil mixing for shoring, soil improvementand as a piling aid.The mechanism enables the telescopic leader system to be set up or folded downinto its transport position in a single maneuver.26

6.2.7Driving, extracting, drilling and pressing equipmentABI MOBILRAM systemsTelescopic leader typeUnderground lowering depthLeader inclination, forward/backwardLeader inclination, lateralLeader slewing rangeLeader cylinder prestressing forceLeader cylinder pulling forceEffective loadTorque absorptionAuxiliary winchLifting capacityRope speedWeight of driving unit withoutattachment, depending on carrier unitDimensionsMin./max. height (A)Max. height up to lockof quick change device (B)Leader guide widthLeader guide thicknessTransport dimensionsLengthHeightWidthmmmax.°max.°max.°max. kNmax. kNmax. kgdaNmmax. kNm/minapprox. tmmmmmmmmmmmmmmTM8/1016504/54100 ±65110400021002035246225 –126201155040040760034002750TM10/12.522704/54100 ±7514060003000303536 – 388250 –155001353045040900032002550TM11/14 SL23504/54100 ±9017590004200503543 – 4710300 –1920016460500501140034003000TM13/16 SL29854/54100 ±9017590004200503545 – 5011050 –2054017830500501200034003000TM14/17 V16004/5493 ±1202001000010000503550 – 5412100 –2250019500500501250034003000TM16/20 B22754/5490 ±1202001000012000503560 – 6513850 –2600022200550501430035003000TM18/22 HD24004/5490 ±1202001200012000503572 – 7515000 –2800025300550501525037603100TM20/2504/5490 ±15030015000200005035/3090 – 9516600 –320502745060050173503900340027

6.2.7Driving, extracting, drilling and pressing equipmentABI MOBILRAM systemsTelescopic leader typeUnderground lowering depthLeader inclination, forward/backwardLeader inclination, lateralLeader slewing rangeLeader cylinder prestressing forceLeader cylinder pulling forceEffective loadTorque absorptionAuxiliary winchLifting capacityRope speedWeight of driving unit withoutattachment, depending on carrier unitDimensionsMin./max. height (A)Max. height up to lockof quick change device (B)Leader guide widthLeader guide thicknessTransport dimensionsLengthHeightWidthKelly winch (optional)Lifting capacitymax. kNRope speedm/minmmmax.°max.°max.°max. kNmax. kNmax. kgdaNmmax. kNm/minapprox. tmmmmmmmmmmmmmmmax. kNm/min.SM 12/16 B24004/5490 ±1353001200012000503553 – 5816800 –208001810055050174003450300012065SM 18/22 HD8004/5490 ±1504001500020000503580 – 8324000 –2760024400600502440038003400503528

6.2.8Driving, extracting, drilling and pressing equipmentABI attachments for TM telescopic leader systemsFor the TM telescopic leader system, a number of different tools are available. The telescopic leaders areequipped as standard with a hydraulic quick-change system and hydraulic quick-closure mechanisms.The tools can thus be attached and detached relatively swiftly.VibratorsTechnical dataCentrifugal force at max. speedStatic momentMax. static pulling forceMax. speed1)Dynamic weight1)Total weightMax. pile weightDimensionsHeightWidthDepthTransport dimensionsHeight (h) / width (b) / depht (t)kNkgmkNrpmkgkgkgmmmmmmmmMRZV 18S181000200225027004060/4280-27206901405MRZV 20S201000200213527404060/4280-27206901405MRZV 22S221000200203527454080/4300-27206901405MRZV 26S261000200185027804160/4380-272069014052800/1030/1405 2800/1030/1405 2800/1030/1405 2800/1030/1405Technical dataCentrifugal force at max. speedStatic momentMax. static pulling forceMax. speed1)Dynamic weight1)Total weightMax. pile weightDimensionsHeightWidthDepthTransport dimensionsHeight (h) / width (b) / depht (t)kNkgmkNrpmkgkgkgmmmmmmMRZV 30S301500300213539505650/6160-30006501390MRZV 36S361500300195039555700/6210-30006501390MRZV 42S421500300180040005750/6260-30006501390MRZV 48S481500300170041505900/6410-30006501390mm 3170/1480/1540 3170/1480/1540 3170/1480/1540 3170/1480/1540e 1) With standard clamp29

e 1) With standard clamp6.2.9Driving, extracting, drilling and pressing equipmentABI vibrators, adjustableTechnical dataCentrifugal force at max. speedStatic momentMax. static pulling forceMax. speedMax. hydraulic flowkNkgmkNrpml/minMRZV 10V0 – 105002002135288MRZV 12V0 – 126002002135385MRZV 18V0 – 189252002160693MRZV 20 V0 – 2010002002140769MRZV 30V0 – 3015003002153918MRZV 36V0 – 3616003002020870Required hydraulic power at vibrator kW 155 205 360 400 490 4651)Dynamic weightkg 2020 2180 2730 2750 3900 39501)Total weightkg 2965/3180 3125/3340 4120/4335 4140/4335 5200/5790 5250/5840Max. pile weightDimensionsHeight (H)Width (B)Depth (T)Transport dimensionskgmmmmmm150023756901405200023756901405275027206901405300027206901405320030006701525320030006701525Height (h) / width (b) / depht (t) mm 2475/1030/1405 2475/1030/1405 2800/1030/1405 2800/1030/1405 3175/1480/1570 3175/1480/1570MRZV-VTXSHTechnical dataCentrifugal forceMax. speedStatic momentMax. static pulling force1)Dynamic weight1)Total weightHeight 1)e 1) With standard clampBkgmrpmkNkNkgkgmmRABI vibrators, variable static moment and variable hydraulic displacementMRZV 17VV0-171800600200/250210532202720MRZV 24VV0-2419501000200284043252720MRZV 30VV0-3021401500270/320/370399554053000MRZV 36VV0-3619501500270/320/37040455455300030

6.2.10Driving, extracting, drilling and pressing equipmentABI auger drivesTechnical dataTorqueMax. SpeedMax. static pulling forceHydraulic flowRequired hydraulic powerat auger head at 50 rpmWorking pressureTotal weightHexagon socket connectionTransport weightDimensionsHeightWidthDepthGuide to auger axisLock to bottom edgeTransport dimensionsHeight (h) / width (b) / depht (t)1)(H)(B)(T)(R)(S)daNmrpmkNl/minkWlMPakgmmkgmmmmmmmmmmmmMDBA 22002200702003101654.4329908012001730/1600620/8508455251440MDBA 32003200702004502406.33213508015802260/2050690/9109506001970MDBA 40003800702005402807.532140010016302225/2050690/9109706001970MDBA 45004400602005402808.832140010016302225/2050690/9109706001970MDBA 700066004030054028013.232180012020302575/2120690/91097060022301855/920/1025 2470/1020/1120 2470/1020/1120 2470/1020/1120 2970/1020/1120e 1) SW-M as a sleeveMDBAHHSRBBDouble augerheadVDWTypeGear box I / IIVDW 4230Hydraulic motorVDW 6240Hydraulic motorVDW 8360Hydraulic motorGear 148Gear 2244200Gear 1663100Gear 2336200Revolutions max.TorqueHydraulic flow rateWorking pressureTotal/Transport weightrpmdaNml/minMPakg2100 / 4200200323970 / 4305400324170 / 4505Optional: Pick up and lay down device 90 degrees, hexagon connection SW 120 mmGear 1484150Gear 2248300400324370 / 470531

6.2.11Driving, extracting, drilling and pressing equipmentABI MOBILRAM systems for silent pilingOn sites where noise and vibration have to be keptto a minimum, the Hydro Press silent piling systemgoes into operation. For difficult soil conditions, anaugering unit can be attached to the HPS press.Depending on the version HPS, HPU or HPZa preassembledwall section of 3 or 4 sheet piles ispicked up, aligned and pressed under static loadin a single cycle.Depending on the geology and the type of sheetpiling, pressing or extraction rates can be achievedthat come close to those of classical driving.Special variants for the installation of radii havealready been successfully employed.HPSTechnical dataSHRBRTTypePressing forceExtraction forcePressing/extraction strokeSheet widthLock to bottom edgeHeight (H)Width /with auger driveDepth (T)Total weightkNkNmmmmmmmmmmmmkgHPS3 x 6003 x 3803 x 450600 – 80020302120/26502120/2650910390032

6.2.11Driving, extracting, drilling and pressing equipmentHPURRRSHTypePressing forceExtraction forcePressing/extraction strokeSheet width (R)Lock to bottom edge (S)Height (H)Width /with auger drive (B)Depth (T)Total weightkNkNmmmmmmmmmmmmkgHPU4 x 8004 x 6004 x 400600218022502360/103010305700BTHPZHSRRBRTypePressing forceExtraction forcePressing/extractionstrokeSheet width (R)Lock to bottomedge (S)Max. hydraulic flowWorking pressureHeight (H)Width (B)Depth (T)Total weightkNkNmmmmmml/minMpammmmmmkgHPZ 5754 x 8004 x 6004 x 400575206042032213025008505450HPZ 6304 x 8004 x 6004 x 400630206042032213027008505530HPZ 6754 x 8004 x 6004 x 400675233042032240029509805650T33

6.2.12Driving, extracting, drilling and pressing equipmentABI BANUTThe BANUT fixed leader mast is particularly designed for impacting. Primarily pre-fab concrete piles,but also pipes, beams, sheet piles and wood piles can driven into the soil.Technical dataUsable leader lengthLeader displacementAbove groundBelow groundLeader inclination, forward/backwardLeader inclination, lateralPile weight/Load capacityTorque absorptionLifting capacityPile winchHammer winchRope speedPile winchHammer winchWeight of driving unit withoutattachment, depending on carrier unitDimensionsMax. heightCentre to driving axisCentre to rear radiusTransport widthTransport lengthTransport heightLeaderLengthWidthGuide widthmmmmmmmax.°max.°max. kgdaNmmax. kNmax. kNm/minm/minapprox. tmmmmmmmmmmmmmmmmmme 1) Weight and lengths depend on reach and leader mast inclinations.BANUT 55515000+ 1325– 127518/4514.01)60001000060120505049222004000 - 5200494032002237033002000050080BANUT 65515000+ 5500– 100018/4518.01)85001800085120505065265004450 - 565051003300220003400200006008034

6.2.13Driving, extracting, drilling and pressing equipmentMenck hydraulic drop hammerThe hydraulic drop hammer consists of a cast steel shell filled with a metal alloy. The filling ensurespowerful impact characteristics and optimum noise insulation. The cap matches the shape of the pilein order to ensure long hammer service life.The impact energy can be adjusted steplessly from 10% to 100%.Advantages• High ram weight combined withlow overall weight.• Various ram weights within a series.• Short/compact design.• Reliable, servicing-friendly.• Low noise emissions,environment-friendly.• Optimum control of blow rateand impact energy.TypeRam weightHammer weight(without claws and cap)Max. blow rateMax. inclinationUnit's oil flowMHF 3-4 – 10-20From – to4.0 – 20.0 t6.7 – 28.0 t40 – 200 kNmmin. 85 – 601:1 1:1l/min. 150 – 45035

6.2.14Driving, extracting, drilling and pressing equipmentRotary drilling equipmentRotary drills are used for various drilling jobs in specialized civilengineering applications. It is especially important to ensure thatthe optimum equipment is used for the particular job.Rotary drills are suitable for installing piles up to a diameter of2,000 mm and depth of 60 m. Thanks to their compact design,they can also be used without difficulty on confined inner-cityconstruction sites.Rotary drills are also used for inclined drilling and inclined driving.Different drilling equipment is available to suit different soil types,from mud to rock.Drilling equipmentTotal height/StrokeLeader inclination, forward/backwardLeader inclination, right/leftDrill drive torqueDrill drive speedBorehole depth whendrilling with Kelly barFree diameter in frontof the crowd pulleysm°°kNmrpmmmmRH 0612.23/ 4.755.00/10.005.00600-40181450RH 1217.90/12.005.00/14.009.50/ 9.500-1250-44201450RH 1819.91/12.503.80/14.009.50/ 9.500-1800-33/55211600RH 2222.82/15.703.80/14.009.50 / 9.500-2250-28/55301830Drilling equipmentTotal height/StrokeLeader inclination, forward/backwardLeader inclination, right/leftDrill drive torqueDrill drive speedBorehole depth whendrilling with Kelly barFree diameter in frontof the crowd pulleysm°°kNmrpmmmmRH 2222.82/15.703.80/14.009.50 / 9.500-2250-28/55301830RH 2823.08/15.003.80/14.009.50/ 9.500-2800-26/55421960RHV 4029.93/21.003.8/14.004/40-4020-25/5044248036

6.2.15Driving, extracting, drilling and pressing equipmentDiesel pile hammersDiesel hammers are suitable for all pile sections and are either freeridingor leader-guided. They have their own energy source, resultingin low fuel and lubricant consumption.Other advantages of diesel pile hammers are their weatherindependentair cooling and adjustable impact energy, which is aparticular advantage when dealing with changing soil conditions.TypeImpactweight(piston)EnergyperblowBlowrateSuitable for drivingpiles (depending onsoil and pile)ConsumptionDieselConsumptionLubricantWeightTotallengthkgkNmrpmkgl/hl/hkgmmD 6-3260019- 938-52300- 20003.70.2516204300D 8-2280027- 1336-52500- 300040.519354700D 12-42128046- 2035-52800- 50004.50.527354770D 16-32160054- 2536-521000- 600050.536205160D 19-42182066- 2935-521600- 75007.50.538405160D 25-32250090- 4035-521600- 75007.50.656705500D 30-323000103- 4836-522000- 9000101.061705500D 36-323600123- 5636-422500- 1200011.51.582005470D 46-324600166- 7135-533000- 16000161.593005470D 62-226200224-10735-504000- 30000202.0122505910D 80-238000288-17135-456000- 66000252.6122507200D 100-1310000360-21435-457000-100000302.6207207358D 150-4215000512-32936-4512000-160000504.8284506990D 200-4220000682-43636-4514000-250000605.851800817537

6.2.16Driving, extracting, drilling and pressing equipmentHydraulic hammer drillsDue to their advantageous dimensions the hydraulic drill drivescan be attached problem-free to almost all work equipment.TypeHB11HB20HB35HB45HB50HB60Special civil engeneeringWeight kgImpact mechanismImpact rate rpmImpact energy NmRotary mechanismTorque NmSpeed rpmx12030002701530260x25030002903800-5100105-216x3351200-2500340-400-5903300-10100112-341x4001200-2500340-400-5904900-1260078-211x8501200-2400420-535-8356300-1690058-242x9601200-2400420-535-83512600-3370058-160x = Available38

6.2.17Driving, extracting, drilling and pressing equipmentHydraulic Drill RigsTypeTKB 502-2TKB 504TKB 605TKB 609TKB 205 MPEngine powerWidth of crawlerDrill mastOverall length *Extraction forceCrowd forceClamping andbreaking devicesDiameterHydraulic hammerrecommendedWeightWeight totally **kWmmmmkNkNmmkg8219005229505040 - 254HB35A,HB45A900014720656055623868 - 254HB35A,HB45A110001472400799010010068 - 305HB35A, HB45A,HB50A14800standard8210100100190248068 - 406lang10780100100HB35A, HB45A,HB50A, HB60A21000standard8595200100147250089 - 660lang10600200100HB50A, HB60A18500* with hydraulic hammer ** depending on mounted equipment39

6.2.18Driving, extracting, drilling and pressing equipmentDrill rigs for well and geothermal drillingTypeTKB 502-2 GTTKB 605 GTTKB 204 GTTKB 205 GTPowerOverall widthWeightDrill mastStroke lengthRod lenght max.Retraction forceThrustDrill systemSingle headTorque at 205 barSpeed at 150 l/minDoppelkopfheadTorque at 205 barTorque at 150 l/minClamping and breaking devices,2- or 3-foldDiameter rangekWmmkgmmmmkNkNTypNmrpmTypNmrpmmm8219009000DM 180335020005050HR 409700188HR 40/HR 209700/4500188 / 12068 - 254147240016000DM 20046002000100100HR 552820047HR 55/HR 4028200/970047 / 18868 - 254147210013000DM 2504000200015792HR 552820047HR 55/HR 4028200/970047 / 18868 - 254147248021000DM 30049503000200100HR 552820047HR 55/HR 4028200/970047 / 18868 - 25440

6.2.19Driving, extracting, drilling and pressing equipmentMinipiling Drill RigsTypeEngine powerWidth of crawlerMastStroke of rotary headExtraction forceCrowd forceClampsMax. DiametersRotary headTorqueMax. speedWeightin working conditionWeight of power packkWmmmmkNkNmmkNmrpmkgkgHBR 20397740/12001200/23056238152 ÷ 61026.43206500230041

Sheet Piling HandbookHOESCHSPUNDWAND UND PROFILPEINERTRÄGERProduct• HOESCH sheet piling sectionsLARSSEN and HOESCH steel sheet piles,UNION straight-web sections,LARSSEN steel piles andUNION steel piles for hydraulic engineering,the construction of transport routes,civil engineering, building constructionand pollution controlProduct• PEINE sectionsPSp steel sheet piling,PSt steel piles andHP steel pilesfor hydraulic and civil engineeringThyssenKrupp GfT BautechnikA company of ThyssenKrupp ServicesThyssenKruppSales range• Piling sectionssuch as steel sheet piling sections,PEINE sheet piling systems,steel pipe piles,sheeting,lightweight sections,WALL sections.• Driving, extracting, drilling and pressing systems• Anchor equipment• Trench shoring systems• Flood protection systems

Production and salesProductionHSP Hoesch Spundwand und Profil GmbHwww.spundwand.comPeiner Träger GmbHwww.peinertraeger.comSalesThyssenKrupp GfT Bautechnik GmbHP.O. Box 10 22 53, 45022 Essen, GermanyAltendorfer Strasse 120, 45143 Essen, GermanyPhone: +49 (2 01) 188-2313Fax: +49 (2 01) 188-2333bautechnik@thyssenkrupp.comwww.tkgftbautechnik.comExportAltendorfer Strasse 120, 45143 Essen, GermanyPhone: +49 (2 01) 188-3783Fax: +49 (2 01) 188-3974export-bautechnik@thyssenkrupp.comEastern EuropeAltendorfer Strasse 120, 45143 Essen, GermanyPhone: +49 (2 01) 188-2703Fax: +49 (2 01) 188-3730osteuropa-bautechnik@thyssenkrupp.comYour contacts at our Technical OfficeGerd StüberPhone: +49 (2 01) 188-2804gerd.stueber@thyssenkrupp.comChristian HaasePhone: +49 (2 01) 188-2020christian.haase2@thyssenkrupp.comAndrej KubaniPhone: +49 (2 01) 188-3985andrej.kubani@thyssenkrupp.comNikolaus PotchenPhone: +49 (2 01) 188-2030nikolaus.potchen@thyssenkrupp.comFrank SchletzPhone: +49 (2 01) 188-3986frank.schletz@thyssenkrupp.comSandro SchmidtPhone: + 49 (2 01) 188-3982sandro.schmidt@thyssenkrupp.com