00 Contents - Hilti Svenska AB

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Temperature effects Failure loads for various shank diameters and fire times Shank Fire exposure time and failure stress diameter 60 minutes 90 minutes 120 minutes (mm) 32.1 MPa 22.3 MPa 19.1 MPa 3.7 340 240 200 4.0 400 280 240 4.5 510 350 300 This table can be used to determine recommended loads for the ISO-fire resistance required. 1.72 11 / 2007
Design concepts Introduction 1 The direct fastening system 2 Health and safety 3 Corrosion 4 Steel base material 5 Concrete base material 6 Masonry base material 7 Temperature effects on the fastening 8 Design concepts 1.74–1.75 9 Determination of technical data for fastening design 10 Tips for users (”Trouble Shooting”) 11 Approval Listing 12 11 / 2007 1.73
Page 1 and 2:
Principles and technique Introducti
Page 3 and 4:
Introduction Introduction 1 1.1 Def
Page 5 and 6:
? + ? + = 2.4 kN + + = 2.4 kN A com
Page 7 and 8:
Hilti direct fastening systems are
Page 9 and 10:
The direct fastening system Introdu
Page 11 and 12:
2.1 Fasteners The direct fastening
Page 13 and 14:
Stainless steel fasteners Hilti int
Page 15 and 16:
Hilti Tools All Hilti tools supplie
Page 17 and 18:
The direct fastening system DIN 726
Page 19 and 20:
Health and safety Introduction 1 Th
Page 21 and 22: Drop-firing safety The drop firing
Page 23 and 24: ystanders. Safety tests with carton
Page 25 and 26: Quality of installation The use of
Page 27 and 28: Corrosion Introduction 1 The direct
Page 29 and 30: 2. Contact corrosion Corrosion is a
Page 31 and 32: Hilti X-CR / X-BT stainless steel f
Page 33 and 34: Steel base material Introduction 1
Page 35 and 36: Fusing (welding) Complete fusing of
Page 37 and 38: Guide values for the depth of penet
Page 39 and 40: Steel base material Surface of the
Page 41 and 42: Steel base material Compressive str
Page 43 and 44: 5.5 Thin steel base material Steel
Page 45 and 46: Failure of the base steel If the th
Page 47 and 48: Pull-over test specimen at test beg
Page 49 and 50: X-CRM8-15-12 (stainless steel faste
Page 51 and 52: Steel base material 5.7 Effect of f
Page 53 and 54: 5.9 Effect on the fatigue strength
Page 55 and 56: Concrete base material Introduction
Page 57 and 58: Clamping The compressibility of con
Page 59 and 60: Concrete parameter The concrete par
Page 61 and 62: Edge distance and fastener spacing
Page 63 and 64: Masonry base material Introduction
Page 65 and 66: Temperature effects Introduction 1
Page 67 and 68: Base steel: S355K2G3 h = 25 mm fy =
Page 69 and 70: 8.3 Fire rating of fastenings to st
Page 71: Temperature effects 8.4 Fire rating
Page 75 and 76: The characteristic strength is defi
Page 77 and 78: Determination of technical data Int
Page 79 and 80: 10.2 Profile sheet fastenings Deter
Page 81 and 82: Calculation method The calculation
Page 83 and 84: Determination of technical data The
Page 85 and 86: DX fastenings on concrete Fault Fas
Page 87 and 88: DX fastenings on steel Fault Nail d
Page 89 and 90: Approval Listing Summary of approva
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00 Contents - Hilti Svenska AB

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