ST 100 Stacking Tower The shoring system with only one ... - Peri

ST 100 Stacking TowerThe shoring system with only oneframe size for all heights

Edition 05/2009PERI GmbHFormwork Scaffolding EngineeringP.O. Box 126489259 WeissenhornGermanyTel +49 (0)73 09.9 50- 0Fax +49 (0)73 09.9 51- 0info@peri.comwww.peri.comImportant Notes:Without exception, all current safety regulationsmust be observed in those countries where ourproducts are used.The illustrations in this brochure are photographs ofreal site situations. Safety or formwork anchordetails are therefore not to be taken as a definitiveguide to the way the equipment is to be used.Safety precautions and allowable loads are to bestrictly observed at all times. Separate structuralcalculations are required for any deviations from thestandard design data.The information contained herein is subject to technicalchanges in the interests of progress.

ContentsPERI Stacking Tower ST 1002 The most suitable load tower for any site4 High load-bearing capacity even without diagonals6 The load tower with numerous practical advantages8 Simple and fast assembly10 Small number of system components – simplecalculations12 Tables18 Components24 PERI International1

ST 100 Stacking TowerThe most suitable load tower for any siteThe ST 100 Stacking Tower, the falseworkwith only one frame size for allheights.With the 50 cm high stacking frame, allheights up to 22.29 m can be easily assembledand without requiring any preplanning.No small components as the ST 100does not require any connecting boltsor other parts which can easily be lostduring site operations.Detailed calculations of material accordingto combination tables, correspondingwork preparation and time-consumingsearches for many different partsare not necessary with the PERI ST 100.For larger heights, the ST 100is horizontally pre-assembled.The diagonal bracing ensuresthe structure is tightly connectedfor transport with thecrane.ST 100, the rational and efficient shoringsystem, can carry the heaviest ofloads, e.g. a 2.50 m thick slab at aheight of over 10 m.Regardless whether it’s high orlow – the PERI ST 100 is suitablefor use everywhere.2

16.10 m high shoring with PERIST 100 for construction of a powerplant.3

ST 100 Stacking TowerHigh load-bearing capacity even without diagonalsIn numerous cases, the ST 100 StackingTower does not require any diagonalsbut, nevertheless, has a highload-bearing capacity (see type testand tables).The PERI ST 100 is type tested.This makes time-consuming static calculationsunnnecessary.This type test is available from PERI atany time.Type TestEven without diagonals, the PERIStacking Tower is capable of carryinglarge loads. Beams can also beformed without any problems.Regardless whetherit is residential, industrial orbridge construction, the PERI ST 100 carries upto 214.0 kN per tower (take type test into consideration).4

Where slab props can no longerbe used, the ST 100 is quicklyassembled.With the ST 100, heavy beams can beconcreted in advance. This can bedone very quickly as the ST 100 veryoften does not require any diagonals.The ST 100 Crosshead Spindlesecurely holds one or two GT 24girders so they cannot tilt.5

ST 100 Stacking TowerThe load tower with numerous practical advantagesThe ST 100 requires only 5 systemparts.This means the ST 100 stacking towercan be erected to any height. Four componentsare often sufficient if diagonalsare not required.The ST 100 is quickly assembled.Everything on the ST 100 is simply slottedtogether. Without the need of anybolts or pins.The ST 100 is quickly planned.The ST 100 has only one frame size.This means that every working height issimple to plan and organize without theneed of combination tables.The ST 100 provides high levels ofsafety.With the UDI 25 x 100 industrial decking,safe access and working areas arecreated. Decks are quickly and easily installed.The stacking frame only weighs 7 kgwhich is used for all scaffoldingheights.The Diagonal Brace ST 100 has a hook at oneend and the self-locking pivot at the other.This means assembly can take place veryquickly.The PERI ST 100 Stacking Tower issimply slotted together.6

Almost any type of main beam canbe used with the head spindle, e.g.the GT 24 girder.With large loads, the ST 100 HeadSpindle can also accommodate steelwalers and other steel profiles.7

ST 100 Stacking TowerSimple and fast assemblyAdjust the head spindles tothe required size and insert.Set up the basic frame – adjust base spindlesto required height and level accordingly.Install required number ofstacking frames.Mount head frame.8

For large heights, it can be more economicalto assemble the stacking towerin a horizontal position. In this case, alldiagonals must be used in order to ensurethat the ST 100 is tightly connectedenough for transport by crane.Practical tip:During horizontal assembly, the bottomdiagonals are always fixed immediatelyto the stacking frame.If the total number of the stacking frames isdivisible by 4 (i.e. 4, 8, 12, 16 etc.), the followingrule applies for the installation of the diagonals:2 tower sides arranged opposite each other =all diagonals + one diagonal in the end sections,above and below, of the 2 tower sides facingeach other.If the total number of stacking frames is notdivisible by 4 (i.e. 2, 6, 10, 14 etc.), the followingrule applies: the two sides facing each otherwith the same transverse spacing are fittedcompletely with diagonals.For all application variants, the following ruleapplies: whenever the tower is erected ormoved with the crane, the Safety Strap Spindleis attached at the top and bottom.9

ST 100 Stacking TowerSmall number of system components –simple calculationsHow many components for whichtower height?With this simple calculation process,you can quickly determine how manystacking frames are required for onetower:(Tower height – 0.81 m) x 4Example:Height of tower is 5.90 m.(5.90 – 0.81) x 4 = 20.36You require 20 stacking frames.Number of base frames = always 2Number of base spindles = always 4Number of head spindles = always 4NoIs the figurein front of thepoint an evennumber?YesNumber of diagonal braces = alwaysthe same number of stacking frames -in our example, 20 pieces.The next smaller even number infront of the point is the number ofstacking frames required.The number in front of the point isthe number of stacking framesrequiredWhich spindle extension is correct?As is the case for all load-bearing scaffold,the following rule also applies tothe PERI ST 100:First ensure that the base spindles arecorrectly positioned and then begin toassemble.Example:Height of the tower is 5.90 m.5.90 – (20 stacking frames : 4) – 0.66Height of tower– (Number of stacking frames: 4)– 0.66 (2 x base frames)= remaining height (m)5.90 m = height of tower– 5.00 m = stacking frame– 0.66 m = base frame0.24 m = remaining heightNoIs the remainingheightlarger than0.40 m?YesThe remaining height is less than 0.40m. Therefore, proceed as follows:Top spindle extension = 0.10 m.Bottom spindle extension0.24 m – 0.10 m = 0.14 mTop spindle extension = 0.10 mRemaining height– 0.10 m min S K= bottom spindle extensionBottom spindle extension = 0.29 mRemaining height– 0.29 m max S F= top spindle extension10

Required individual components forST 100 tower heights from 1.80 upto22.29 mTower height Stacking Diagonal Weight [kg] Weight [kg][m] min. – max. frame bracing (if required)with diagonal without diag-bracing onal bracing1.80 – 2.29 4 4 121.50 112.382.30 – 2.79 6 6 139.70 126.022.80 – 3.29 8 8 157.90 139.663.30 – 3.79 10 10 176.10 153.303.80 – 4.29 12 12 194.30 166.944.30 – 4.79 14 14 212.50 180.584.80 – 5.29 16 16 230.70 194.225.30 – 5.79 18 18 248.90 207.865.80 – 6.29 20 20 267.10 221.506.30 – 6.79 22 22 285.30 235.146.80 – 7.29 24 24 303.50 248.787.30 – 7.79 26 26 321.70 262.427.80 – 8.29 28 28 339.90 276.068.30 – 8.79 30 30 368.008.80 – 9.29 32 32 386.209.30 – 9.79 34 34 404.409.80 – 10.29 36 36 422.6010.30 – 10.79 38 38 440.8010.80 – 11.29 40 40 459.0011.30 – 11.79 42 42 477.2011.80 – 12.29 44 44 495.4012.30 – 12.79 46 46 513.6012.80 – 13.29 48 48 531.8013.30 – 13.79 50 50 550.0013.80 – 14.29 52 52 568.2014.30 – 14.79 54 54 586.4014.80 – 15.29 56 56 604.6015.30 – 15.79 58 58 622.8015.80 – 16.29 60 60 641.0016.30 – 16.79 62 62 669.1016.80 – 17.29 64 64 687.3017.30 – 17.79 66 66 705.5017.80 – 18.29 68 68 723.7018.30 – 18.79 70 70 741.9018.80 – 19.29 72 72 760.1019.30 – 19.79 74 74 778.3019.80 – 20.29 76 76 796.5020.30 – 20.79 78 78 814.7020.80 – 21.29 80 80 832.9021.30 – 21.79 82 82 851.1021.80 – 22.29 84 84 869.30Basic components for all towerheights:2 x Base-Head Frame ST 1004 x Base Spindle TR 38-70/504 x Adjustable Crosshead Spindle TR38-70/50or4 x Crosshead Spindle TR 38-70/508 x Safety Straps (if required)Complete tower heights including baseand head spindles.Weight specifications are with CrossheadSpindle TR 38-70/50.11

ST 100 Stacking TowerFree standing. with Adjustable Crosshead SpindleApplication Conditions (D1)– free standing– with wind– with diagonal bracing– H ≤ 5.29 mType TestNo. II B 3-543-236Perm. Leg Load60.0F V [kN]F HF VF HF VAdjustable CrossheadSpindleTR 38 – 70 / 5053.050.040.030.020.010.04.13.148.4Permissible usable resistanceμ = 0.2min. load against slidingμ = 0.442.921.817.6F H [kN]0.10 0.20 0.30 0.40 0.50 0.60Wind on the towerH ≤ 5.29 msK ≤ 340sF ≤ 300Base SpindleTR 38 – 70 / 50Application Conditions (D2)– free standing– with wind– with diagonal bracing– H ≤ 7.29 mPerm. Leg Load60.0F V [kN]F HF VF HF VAdjustable CrossheadSpindleTR 38 – 70 / 5052.650.040.030.020.010.06.65.347.7permissible usable resistanceμ = 0.2min. load against slidingμ = 0.440.930.324.5F H [kN]0.10 0.20 0.30 0.40 0.50 0.60Wind on the towerH ≤ 7.29 msK ≤ 340sF ≤ 300Base SpindleTR 38 – 70 / 5012

ST 100 Stacking TowerRestrained at the top, with Adjustable CrossheadSpindleApplication Conditions (D3)– restrained at the top– with/without wind– H ≤ 5.29 m 1 diagonal brace at the topand bottom 5.29 m < H ≤ 8.29 m 2 diagonal braces atthe top and bottom 8.29 m < H ≤ 12.29 m 3 diagonal bracesat the top and bottom with horizontalcross strut at approx. H/2Perm. leg load Type TestNo. II B 3-543-236F VF V53.5 kN / legwithout wind48.5 kN / legwith windF VF VF V 53.5 kN / legwithout wind51.6 kN / legwith windF V 53.8 kN / legVwithout wind52.6 kN / legwith windF V54.052.0F V [kN]53.8 53.5 53.552.6without wind51.650.0with wind48.5H [m]48.05.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.05.29Application Conditions (D4)– restrained at the top– without diagonal bracing– with/without wind– H ≤ 8.29 m8.2912.29H ≤ 5.29 m: H 5.29 m – 8.29 m: H 8.29 m – 12.29 m:2 diagonal braces atthe top and bottom.1 diagonal brace atthe top and bottom.F VF V3 diagonal braces at thetop and bottom. Plus horizontalcross strut at H/2.Adjustable CrossheadSpindleTR 38 – 70 / 50Perm. leg loadF V [kN]52.050.850.048.0 47.746.044.05.05.29without windwith wind48.944.1H [m]6.0 7.0 8.0 9.08.29Wind on the towerH ≤ 8.29 msK ≤ 340sF ≤ 300Base SpindleTR 38 – 70 / 5013

ST 100 Stacking TowerFree standing. with Crosshead SpindleApplication Conditions (D5)– free standing– with wind– with diagonal bracing– H ≤ 5.29 mType TestNo. II B 3-543-236Perm. leg loadF HF VF HF VCrosshead SpindleTR 38 – 70 / 5050.0F V [kN]43.340.030.020.010.04.42.850.043.040.030.020.010.07.05.20.10F V [kN]39.0permissible usable resistanceμ = 0.2min. load against sliding0.20 0.30 0.40 0.50 0.60permissible usable resistanceμ = 0.2μ = 0.4μ = 0.4Application Conditions (D6)– free standing– with wind– with diagonal bracing– H ≤ 7.29 mPerm. leg load38.6min. load against sliding34.823.117.5F H [kN]34.531.025.2F H [kN]Wind on the towerWind on the towerF HF VF HF VH ≤ 5.29 mH ≤ 7.29 msF ≤ 300 sK ≤ 340sF ≤ 300sK ≤ 340Base SpindleTR 38 – 70 / 50Crosshead SpindleTR 38 - 70 / 500.100.20 0.30 0.40 0.50 0.60Base SpindleTR 38 – 70 / 5014

ST 100 Stacking TowerRestrained at the top, with Crosshead SpindleApplication Conditions (D7)– restrained at the top– with/without wind– H ≤ 5.29 m 1 diagonal brace at the topand bottom 5.29 m < H ≤ 8.29 m 2 diagonal braces atthe top and bottom 8.29 m < H ≤ 12.29 m 3 diagonal bracesat the top and bottom with additionalcross strut at approx. H/2Perm. leg loadType TestNo. II B 3-543-236F VF VF V 43.7 kN / legwithout wind41.5 kN / legwith windF V 44.3 kN / legwithout wind42.7 kN / legwith windF VF V43.3 kN / legwithout wind39.1 kN / legwith windF V46.0F V [kN]44.044.342.743.7without wind43.342.041.540.0with wind39.138.0H [m]5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.01 diagonal brace atthe top and bottom.5.29Application Conditions (D8)– restrained at the top– without diagonal bracing– with/without wind– H ≤ 8.29 m8.2912.29H ≤ 5.29 m: H 5.29 m – 8.29 m: H 8.29 m – 12.29 m:2 diagonal braces atthe top and bottom.F VF V3 diagonal braces at thetop and bottom. Additionalhorizontal cross strut atH/2.Crosshead SpindleTR 38 – 70 / 50Perm. leg loadF V [kN]46.0sK ≤ 34044.042.040.038.05.044.342.7 42.85.29without windwith wind6.0 7.0 8.039.08.29H [m]Wind on the towerH ≤ 8.29 msF ≤ 300Base SpindleTR 38 – 70 / 5015

ST 100 Stacking TowerRestrained at the top, 12.29 m ≥ H ≤ 22.29 m,with Adjustable Crosshead SpindleSupplement for (D3)– restrained at the top– with/without wind– with diagonal bracing all around– 2 horizontal cross struts at every H/3Perm. leg loadF V [kN]55.053.550.048.545.0without wind52.8with wind40.037.935.012.012.2913.0 14.0 15.0 16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.022.29H [m]F VF VAdjustable CrossheadSpindleTR 38 – 70 / 50sF ≤ 300Wind on the towerH = 12.29 - 22.29 msK ≤ 340Base SpindleTR 38 – 70 / 5016

ST 100 Stacking TowerRestrained at the top, 12.29 m ≥ H ≤ 22.29 m,with Adjustable Crosshead SpindleSupplement for (D7)– restrained at the top– with/without wind– with diagonal bracing all around– 2 horizontal cross struts at every H/3Perm. leg load50.0F V [kN]45.043.3without wind43.340.039.1with wind35.034.830.012.012.2913.0 14.0 15.0 16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.022.29H [m]F VF VsF ≤ 300sK ≤ 340Crosshead SpindleTR 38 – 70 / 50Wind on the towerH =12.29 - 22.29 mBase SpindleTR 38 – 70 / 5017

ST 100 Stacking TowerItem no. Weight kg019900 16,600 Base-Head Frame ST 100, galv.Base and head frame for ST 100 Stacking Tower.450Ø48,3Ø2233080125 12510001000019910 6,820 Stacking Frame ST 100, galv.Stacking Frame for ST 100. 4 required per metre rise.Ø48,3250500738250Ø221251000125019940 2,290 Diagonal Brace ST 100, galv.Diagonal for Stacking Tower ST 100. The numberrequired depends on the static system.1300Ø34125018

ST 100 Stacking TowerItem no. Weight kg019780 5,160 Base Spindle TR 38-70/50For more heavily loaded shoring.NoteWith captive swivel nut.38140110535min 47 max71080Ø19Ø21Ø10Ø14019950 7,690 Crosshead Spindle Tr 38-70/50Head spindle for providing stable support for singleor twin GT 24 girders.NoteWith captive swivel nut.Ø6,5195535min 47 max7102401703885155028590 0,568AccessoriesTension Strap, 16-25, galv.019790 6,360 Adjustable Crosshead Spindle TR 38-70/50Maximum tilt of the head plate = 4.4 % in anydirection.NoteWith captive swivel nut.From 01.07.2009, availableonly as rentable item.170 37,5 85 37,5535min 51 max717 50Ø1319011080Ø19Ø1438160Ø10Ø2119

ST 100 Stacking TowerItem no. Weight kg116081 6,950 Adjustable Crosshead Spindle TR 38-70/50Maximum tilt of the head plate = 4.4 % in anydirection.NoteWith locking device and captive swivel nut.170 37,5 85 37,5min 60 max 535687 80Ø102408076Ø19Ø14160Ø38Ø100285900183000,5680,564AccessoriesTension Strap, 16-25, galv.Cross Strap, galv.028590 0,568 Tension Strap, 16-25, galv.For assembling 2 x GT 24 Girders or VT 20 ontoCrosshead and Adjustable Crosshead Spindle TR 38.NoteSpanner size SW 19.210270SW 19110018300 0,564 Cross Strap, galv.For mounting of Steel Waler SRZ and SRU ontoAdjustable Crosshead Spindle TR 38.Ø205015010018350 0,310AccessoriesHex. Bolt 4016 M16 x 160-4.6 MU, galv.20

ST 100 Stacking TowerItem no. Weight kg019800 0,063 Safety Strap Spindle ST 100For preventing the spindles from falling out whenbeing moved by crane.Ø71154019920 6,180 End Waler ST 100, galv.For bracing the End Frames ST 100. 2 pieces perwaler line.62208100090019930 5,260 End Frame ST 100, galv.As alternative for the Base Frame ST 100. In combinationwith the End Waler ST 100. 2 pieces perwaler line.80330250Ø22Ø48,3450125 1251000019810 1,010 Connector ST 100, galv.For connecting the ST 100 with additional frames.Required where heavy point loads are to be supported.2per additional frame and metre rise.250 30Ø1011230721

ST 100 Stacking TowerItem no. Weight kg106092 6,960 Industrial Deck UDI 25 x 100To be used on Ledgers UH.X perm. p [kN/m²]1000 10.010006096245065050 124,000 Pallet ST 100-2, galv.For stacking and transportation of ST 100 StackingTower components. Capacity: 84 Stacking Frames+ Base- and Head Spindles + Diagonal Braces.Safety instructionsLoad-carrying capacity 1.0 t.Follow Instruction for Use!300 4007009702280240090010200264150264170264110264120264130264140264190264183,5500,0003,5507,10010,65014,20017,75021,600Scaffold Tube Steel Ø 48.3 x 3.2Scaffold Tube Steel Ø 48.3 x 3.2, Special LengthCutting Costs for Scaffold TubesScaffold Tube Steel Ø 48.3 x 3.2, l = 1.0 mScaffold Tube Steel Ø 48.3 x 3.2, l = 2.0 mScaffold Tube Steel Ø 48.3 x 3.2, l = 3.0 mScaffold Tube Steel Ø 48.3 x 3.2, l = 4.0 mScaffold Tube Steel Ø 48.3 x 3.2, l = 5.0 mScaffold Tube Steel Ø 48.3 x 3.2, l = 6.0 mL100020003000400050006000LØ48,3x3,222

ST 100 Stacking TowerItem no. Weight kg017020 1,120 Standard Coupling NK 48/48, galv.For scaffold tubes Ø 48 mm.NoteSpanner size SW 19.( 9 )SW 19017010 1,400 Swivel Coupling DK 48/48, galv.For scaffold tubes Ø 48 mm.NoteSpanner size SW 19.(27)SW 1923

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