BSI 22/30391783 DC:2022 Edition
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BS ISO 17607-5. Steel structures. Execution of structural steelwork – Part 5. Welding
Published By | Publication Date | Number of Pages |
BSI | 2022 | 50 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
7 | Foreword |
8 | Introduction |
9 | 1 Scope 2 Normative references |
11 | 3 Terms and definitions 4 Execution specification and quality requirements 5 Constituent products 5.1 General |
12 | 5.2 Welding consumables 5.3 Stud Welding |
13 | 6 Welding 6.1 General 6.2 Welding plan 6.2.1 Requirements for a welding plan 6.2.2 Content of a welding plan |
14 | 6.3 Welding processes 6.4 Qualification of welding procedures and welding personnel 6.4.1 Qualification of welding procedures 6.4.1.1 General 6.4.1.2 Qualification to ISO 15613 or ISO 15614-1 |
15 | 6.4.1.3 Validity of a welding procedure qualification 6.4.2 Welders and welding operators |
16 | 6.4.3 Welding coordination 6.4.4 Prefabrication primers 6.5 Preparation and execution of welding 6.5.1 Joint preparation 6.5.1.1 General 6.5.1.2 Hollow sections |
17 | 6.5.2 Storage and handling of welding consumables 6.5.2.1 Coated electrodes for manual metal arc welding and fluxes with specific controlled hydrogen properties |
18 | 6.5.3 Weather protection 6.5.4 Assembly for welding 6.5.5 Preheating 6.5.6 Temporary attachments |
19 | 6.5.7 Tack welds 6.5.8 Fillet welds 6.5.9 Butt welds 6.5.9.1 General |
20 | 6.5.9.2 Single sided welds 6.5.9.3 Back gouging 6.5.10 Welding of improved atmospheric corrosion resistant steels |
21 | 6.5.11 Joints in hollow sections including branch connections 6.5.12 Stud welding 6.5.13 Slot and plug welds |
22 | 6.5.14 Other weld types 6.5.15 Post-weld heat treatment 6.5.16 Execution of welding 6.5.17 Welding of bridge orthotropic decks |
23 | 6.6 Acceptance criteria 6.6.1 Routine requirements 6.6.2 Seismic requirements 6.6.3 Fatigue requirements 6.6.4 Non-conformity assessment |
24 | 6.6.5 Bridge decks 6.7 Welding dissimilar steels 7 Inspection, testing and correction 7.1 General 7.2 Welding 7.2.1 General 7.2.2 Inspection after welding 7.2.2.1 Timing |
26 | 7.2.2.2 Type Testing 7.2.2.3 Routine inspection and testing |
27 | 7.2.2.4 Project specific inspection and testing |
28 | 7.2.2.5 Visual inspection of welds 7.2.2.6 Supplementary NDT methods 7.2.2.7 Correction of welds |
29 | 7.2.3 Inspection and testing of welded shear studs for composite steel and concrete structures 7.2.4 Inspection and testing of welding of reinforcing steel 7.2.5 Production tests on welding 8 Documents required to claim conformity to these requirements 8.1 General |
30 | 8.2 Declaration of conformity |
31 | Annex A (normative) Additional information, list of options and requirements related to the execution levels A.1 List of required additional information A.2 List of options |
32 | A.3 Requirements related to the execution levels |
34 | Annex B (informative) Welded joints in hollow sections B.1 General B.2 Guidance for start and stop positions B.3 Preparation of joint faces |
35 | B.4 Assembly for welding |
44 | B.5 Fillet welded joints |
46 | Annex C (informative) Guidance on the selection of weld inspection classes C.1 General C.2 Selection criteria |
47 | C.3 Extent of supplementary testing |
49 | Annex D (informative) Requirements for the welding of field joints of building structures (Russia) This annex provides unique criteria for minimum allowable ambient temperatures required for welding for Russia. Unless otherwise noted, the reference standard for this Table is SP 70.13330. Table D.1: minimum allowable ambient temperatures required for welding (Russia) |
50 | Bibliography |