BSI 22/30391786 DC:2022 Edition
$24.66
BS ISO 17607-6. Steel structures. Execution of structural steelwork – Part 6. Bolting
Published By | Publication Date | Number of Pages |
BSI | 2022 | 105 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
8 | Foreword |
9 | Introduction |
11 | 1 Scope 2 Normative references |
12 | 3 Terms and definitions 4 Execution specification and quality requirements 4.1 General 4.2 Execution specification |
13 | 5 Constituent products 5.1 General 5.1.1 Selection of constituent products 5.1.2 Verification of conformance |
14 | 5.2 Structural bolting products 5.2.1 Property classes 5.2.2 Structural bolting assemblies for non-pretensioned applications 5.2.3 Structural bolting assemblies for pretensioned applications |
15 | 5.2.4 Washers 5.2.4.1 General 5.2.4.2 Taper washers 5.2.4.3 Plate washers 5.2.5 Direct tension indicators 5.2.6 Alternative direct tension indicators |
16 | 5.2.7 Coated structural bolting components 5.2.8 Atmospheric corrosion-resistant structural bolting components 5.2.9 Locking devices |
17 | 5.2.10 Special structural fasteners 5.2.11 Packaging 5.2.12 Test reports 5.2.13 Delivery and identification |
18 | 5.2.14 Storage of structural bolting components and assemblies 5.2.15 Reconditioning of structural bolting components and assemblies 5.3 Studs and shear connectors 5.4 Anchorages 5.4.1 Foundation bolts 5.4.2 Other anchorage systems |
19 | 6 Preparation and assembly 6.1 General 6.2 Holes for structural bolting 6.2.1 General 6.2.2 Dimensions of holes 6.2.2.1 General 6.2.2.2 Slotted holes |
20 | 6.2.2.3 Holes for fit bolts 6.2.2.4 Holes for countersunk bolts 6.2.2.5 Holes in base plates for foundation bolts 6.3 Faying surfaces for bearing-type joints |
21 | 6.4 Preparation of friction surfaces in slip-resistant joints 6.4.1 General 6.4.2 Surface preparation 6.4.3 Precautions prior to assembly |
22 | 6.5 Assembly |
23 | 7 Structural bolting 7.1 General 7.2 Joint types and assembly 7.2.1 Joint Type 7.2.2 Fit of joint and shims |
24 | 7.2.3 Packing plates 7.2.4 Snugging of joint 7.2.5 Sequence of tightening |
25 | 7.2.6 Structural bolts 7.2.6.1 Bolt diameter 7.2.6.2 Threads outside shear plane 7.2.6.3 Threads in grip 7.2.6.4 Thread protrusion 7.2.7 Nuts |
26 | 7.2.8 Washers 7.2.8.1 General 7.2.8.2 Washer requirements for pretensioned bolts |
28 | 7.2.8.3 Chamfered washers 7.2.8.4 Plate washers |
29 | 7.2.8.5 Taper washers 7.2.9 Locking methods 7.3 Tightening of non-pretensioned bolts |
30 | 7.4 Tightening of pretensioned bolts 7.4.1 Bolting procedure for pretensioned bolts 7.4.2 Pretensioning tools |
31 | 7.4.3 Minimum pretension 7.4.4 Bolting assembly k-class calibration 7.4.5 k-factor 7.4.6 Pre-Installation verification testing |
32 | 7.4.7 Torque method 7.4.8 Combined method 7.4.9 Spline-drive twist-off method 7.4.10 Direct tension indicator method 7.4.11 Turn-of-nut method 7.5 Fit bolts |
33 | 7.6 Temporary bolts 7.7 Loss of pretension |
34 | 7.8 Reuse of structural bolts 7.9 Use of special fasteners |
35 | 7.10 Galling and seizure of stainless steel structural bolts |
36 | 8 Inspection, testing, and correction 8.1 General 8.2 Structural bolting inspection 8.2.1 Inspection prior to erection of steelwork 8.2.2 Inspection prior to installation of bolts 8.2.3 Inspection after installation of bolts |
37 | 8.2.4 Inspection of pretensioned bolts 8.2.4.1 General 8.2.4.2 Inspection during and after pretensioning 8.2.4.3 Inspection of torque method |
38 | 8.2.4.4 Inspection of combined method |
39 | 8.2.4.5 Inspection of spline-drive twist-off bolt method 8.2.4.6 Inspection of direct tension indicator method |
40 | 8.2.4.7 Inspection of turn-of-nut method 8.2.5 Inspection of special structural fasteners and special methods 8.2.5.1 General 8.2.5.2 Other structural bolting components 8.3 Correction 8.3.1 Excessive coating thickness 8.3.2 Replacement of structural bolting components and assemblies |
41 | 9 Documents required to claim conformity to these requirements 9.1 General 9.2 Declaration of conformity |
42 | Annex A (normative) Additional information, list of options and requirements related to the execution levels A.1 List of required additional information |
43 | A.2 List of options |
45 | A.3 Requirements related to the execution levels |
47 | Annex B (normative) Bolting component, assembly and coating standards B.1 General |
51 | Annex C (normative) Nominal hole clearances for bolts |
54 | Annex D (normative) Bolted friction surface slip factors |
56 | Annex E (normative) Nominal minimum pretension |
58 | Annex F (normative) Threads in grip, thread protrusion, and use of taper washers |
60 | Annex G (normative) Pre-installation verification testing for pretensioned bolting assemblies |
61 | Annex H (normative) Calibration test for EN 14399 pretensioned bolts under site conditions H.1 General H.2 Symbols and units |
62 | H.3 Principle of the test H.4 Test apparatus H.5 Test assemblies H.6 Test set-up |
63 | H.7 Test procedure |
64 | H.8 Evaluation of test results |
65 | H.9 Test report |
66 | Annex I (normative) Pretensioning bolting assemblies ( Torque method I.1 General I.2 Torque method bolting procedure I.3 Torque method 1 |
67 | I.4 Torque method 2 I.5 Torque method 3 |
68 | Annex J (normative) Pretensioning bolting assemblies ( Combined method J.1 General J.2 Combined method 1 |
69 | J.3 Combined method 2 |
70 | J.4 Combined method 3 |
73 | Annex K (normative) Pretensioning bolting assemblies ( Spline-drive twist-off method |
74 | Annex L (normative) Pretensioning bolting assemblies ( Direct tension indicator method |
75 | Annex M (normative) Pretensioning bolting assemblies ( Turn-of-nut method M.1 General M.2 Turn-of-nut method – General M.3 Turn-of-nut method 1 |
76 | M.4 Turn-of-nut method 2 |
77 | Annex N (informative) Bolt Tightening Qualification Procedure (BTQP) N.1 General |
79 | N.2 Mechanical properties of bolting components N.3 Suitability test N.3.1 General N.3.2 Test apparatus |
80 | N.3.3 Test assemblies N.3.4 Test set-up |
81 | N.3.5 Test procedure |
82 | N.3.6 Evaluation of the test results |
83 | N.3.7 Requirements for suitability N.3.7.1 General N.3.7.2 Maximum individual value of the bolt force during the tightening test (Fb,max) N.3.7.3 Angle of additional nut rotation |
84 | N.3.7.4 Individual values of the k-factor N.3.8 Test report N.4 Determination of tightening parameters |
86 | N.5 Inspection requirements |
87 | Annex O (normative) Method for structural bolting inspection O.1 General O.2 Sequential inspection method O.2.1 Sampling |
88 | O.2.2 Sequential inspection O.2.3 Application |
89 | O.3 Frequency inspection method based upon execution level |
90 | O.4 Task-based inspection method |
92 | Annex P (normative) Test to determine slip factor P.1 General P.2 Significant variables P.3 Test specimens |
93 | P.4 Slip test procedure and evaluation of results |
95 | P.5 Extended creep test procedure and evaluation |
97 | P.6 Test results |
99 | Annex Q (informative) Test to determine loss of pretension Q.1 General Q.2 Test procedure |
102 | Bibliography |