ANSI AWS D1 3 D1 3M-2018 Structural Welding Code - Sheet Steel (6th Edition).pdf

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1、Structural Welding CodeSheet SteelAWS D1.3/D1.3M:2018An American National StandardAWS D1.3/D1.3M:2018An American National StandardApproved by the American National Standards InstituteJuly 12, 2017Structural Welding Code Sheet Steel6th EditionSupersedes AWS D1.3/D1.3M:2008Prepared by theAmerican Weld

2、ing Society (AWS) D1 Committee on Structural WeldingUnder the Direction of theAWS Technical Activities CommitteeApproved by theAWS Board of DirectorsAbstractThis code covers the requirements associated with welding sheet steel having a minimum specified yield point no greater than 80 ksi 550 MPa. Th

3、e code requirements cover any welded joint made from the commonly used structural quality low-carbon hot rolled and cold rolled sheet and strip steel with or without zinc coating (galvanized). Clause 1 includes general provisions, Clause 4 design, Clause 5 prequalification, Clause 6 qualification, C

4、lause 7 fabrication, and Clause 8 inspection.AWS D1.3/D1.3M:2018iiISBN: 978-0-87171-918-8 2017 by American Welding SocietyAll rights reservedPhotocopy Rights. No portion of this standard may be reproduced, stored in a retrieval system, or transmitted in any form, including mechanical, photocopying,

5、recording, or otherwise, without the prior written permission of the copyright owner.Authorization to photocopy items for internal, personal, or educational classroom use only or the internal, personal, or educational classroom use only of specific clients is granted by the American Welding Society

6、provided that the appropri-ate fee is paid to the Copyright Clearance Center, 222 Rosewood Drive, Danvers, MA 01923, tel: (978) 7508400; Internet: .AWS D1.3/D1.3M:2018iiiStatement on the Use of American Welding Society StandardsAll standards (codes, specifications, recommended practices, methods, cl

7、assifications, and guides) of the American Welding Society (AWS) are voluntary consensus standards that have been developed in accordance with the rules of the American National Standards Institute (ANSI). When AWS American National Standards are either incorporated in, or made part of, documents th

8、at are included in federal or state laws and regulations, or the regulations of other governmen-tal bodies, their provisions carry the full legal authority of the statute. In such cases, any changes in those AWS standards must be approved by the governmental body having statutory jurisdiction before

9、 they can become a part of those laws and regulations. In all cases, these standards carry the full legal authority of the contract or other document that invokes the AWS standards. Where this contractual relationship exists, changes in or deviations from requirements of an AWS standard must be by a

10、greement between the contracting parties.AWS American National Standards are developed through a consensus standards development process that brings together volunteers representing varied viewpoints and interests to achieve consensus. While the AWS administers the process and establishes rules to p

11、romote fairness in the development of consensus, it does not independently test, evalu-ate, or verify the accuracy of any information or the soundness of any judgments contained in its standards.AWS disclaims liability for any injury to persons or to property, or other damages of any nature whatsoev

12、er, whether special, indirect, consequential, or compensatory, directly or indirectly resulting from the publication, use of, or reliance on this standard. AWS also makes no guarantee or warranty as to the accuracy or completeness of any information pub-lished herein.In issuing and making this stand

13、ard available, AWS is neither undertaking to render professional or other services for or on behalf of any person or entity, nor is AWS undertaking to perform any duty owed by any person or entity to someone else. Anyone using these documents should rely on his or her own independent judgment or, as

14、 appropriate, seek the advice of a competent professional in determining the exercise of reasonable care in any given circumstances. It is assumed that the use of this standard and its provisions are entrusted to appropriately qualified and competent personnel.This standard may be superseded by the

15、issuance of new editions. Users should ensure that they have the latest edition.Publication of this standard does not authorize infringement of any patent or trade name. Users of this standard accept any and all liabilities for infringement of any patent or trade name items. AWS disclaims liability

16、for the infringement of any patent or product trade name resulting from the use of this standard.Finally, the AWS does not monitor, police, or enforce compliance with this standard, nor does it have the power to do so.On occasion, text, tables, or figures are printed incorrectly, constituting errata

17、. Such errata, when discovered, are posted on the AWS web page (www.aws.org).Official interpretations of any of the technical requirements of this standard may only be obtained by sending a request, in writing, to the appropriate technical committee. Such requests should be addressed to the American

18、 Welding Society, Attention: Managing Director, Standards Development, 8669 NW 36 St, # 130, Miami, FL 33166 (see Annex C). With regard to technical inquiries made concerning AWS standards, oral opinions on AWS standards may be rendered. These opinions are offered solely as a convenience to users of

19、 this standard, and they do not constitute professional advice. Such opinions represent only the personal opinions of the particular individuals giving them. These individuals do not speak on behalf of AWS, nor do these oral opinions constitute official or unofficial opinions or interpretations of A

20、WS. In addi-tion, oral opinions are informal and should not be used as a substitute for an official interpretation.This standard is subject to revision at any time by the AWS D1 Committee on Structural Welding. It must be reviewed every five years, and if not revised, it must be either reaffirmed or

21、 withdrawn. Comments (recommendations, additions, or deletions) that may be of use in improving this standard should be sent to AWS Headquarters. Any pertinent data supporting the comments are required. Such comments will receive careful consideration by the AWS D1 Committee on Structural Welding an

22、d the author of the comments will be informed of the Committees response to the comments. Guests are invited to attend all meetings of the AWS D1 Committee on Structural Welding to express their comments verbally. Procedures for appeal of an adverse decision concerning all such comments are provided

23、 in the Rules of Operation of the Technical Activities Committee. A copy of these Rules can be obtained from the American Welding Society, 8669 NW 36 St, # 130, Miami, FL 33166.AWS D1.3/D1.3M:2018ivThis page is intentionally blank.AWS D1.3/D1.3M:2018vDedicationThis 6thedition of AWS D1.3/D1.3M, Stru

24、ctural Welding CodeSheet Steel, is dedicated by the D1H Subcommittee on Sheet Steel to John L. Uebele. The Subcommittee is gratefully indebted to Johns 24 plus years of service on the subcommittee and his tireless efforts, devotion, and enthusiasm in making the last 3 revisions of D1.3/D1.3M possibl

25、e. Johns intelligence, mentorship, and warm good humor will be missed by all of us.AWS D1.3/D1.3M:2018viThis page is intentionally blank.AWS D1.3/D1.3M:2018viiPersonnelAWS D1 Committee on Structural WeldingA. W. Sindel, Chair TRC SolutionsT. L. Niemann, Vice Chair Minnesota Department of Transportat

26、ionR. D. Medlock, 2ndVice Chair High Steel Structures, LLCJ. A. Molin (Secretary) American Welding SocietyF. G. Armao The Lincoln Electric CompanyU. W. Aschemeier Subsea Global SolutionsG. L. Bickford Acute Technological ServicesT. M. Burns Thom Burns Consuting, LLCH. H. Campbell, III Pazuzu Enginee

27、ringR. D. Campbell BechtelR. B. Corbit CB therefore, each system must be used independently. Equivalents for gages or fractions are noted within parenthesis throughout the standard.1.3 SafetySafety and health issues and concerns are beyond the scope of this standard; some safety and health informati

28、on is provided, but such issues are not fully addressed herein.Safety and health information is available from the following sources:American Welding Society:(1) ANSI Z49.1, Safety in Welding, Cutting, and Allied Processes(2) AWS Safety and Health Fact Sheets(3) Other safety and health information o

29、n the AWS websiteAWS D1.3/D1.3M:20182CLAUSE 1. GENERAL REqUiREMENtS AWS D1.3/D1.3M:2018Material or Equipment Manufacturers:(1) Safety Data Sheets supplied by materials manufacturers(2) Operating Manuals supplied by equipment manufacturersApplicable Regulatory AgenciesWork performed in accordance wit

30、h this standard may involve the use of materials that have been deemed hazardous, and may involve operations or equipment that may cause injury or death. This standard does not purport to address all safety and health risks that may be encountered. The user of this standard should establish an appro

31、priate safety program to address such risks as well as to meet applicable regulatory requirements. ANSI Z49.1 should be considered when devel-oping the safety program.1.4 Sheet Steel Base Metal1.4.1 Specified Base Metals. Sheet steel base metals to be welded under this code shall conform to the requ

32、irements of the latest edition of one of the specifications listed in Table 1.2, or any sheet steel qualified in conformance with 1.4.2. Any combination of these steels may be welded together. These steels may also be welded to any of the steels listed in the latest edition of AWS D1.1/D1.1M, Struct

33、ural Welding CodeSteel.1.4.2 Other Base Metals. When a steel other than those covered in 1.4.1 is approved under the provisions of the project or product specification, and such a steel is proposed for welded construction, the weldability of the steel and the WPS for welding it shall be established

34、by qualification in conformance with the requirements of Clause 6 and such other requirements as prescribed by the Engineer.1.4.3 Minimum Yield Point. The provisions of this code are intended for use with sheet steel having a minimum specified yield point equal to or less than 80 ksi 550 MPa.1.5 Wel

35、ding Processes1.5.1 Approved Processes. This code provides for welding with the shielded metal arc welding (SMAW), gas metal arc welding (GMAW), flux cored arc welding (FCAW), gas tungsten arc welding (GTAW), or submerged arc welding (SAW) welding processes. (NOTE: Any variation of gas metal arc wel

36、ding (GMAW), including short-circuiting transfer, is acceptable.)1.5.2 Stud Welding. When stud welding through the flat portion of sheet steel decking or roofing onto other product forms, the WPS, the studs, and the quality control requirements shall conform with the applicable provisions in the AWS

37、 D1.1/D1.1M code.1.5.3 Other Processes. Other welding processes may be used when approved by the Engineer. In such case, the Engineer shall specify any additional qualification requirements necessary to assure satisfactory joints for the intended service.1.6 Weld Metal Requirements1.6.1 Matching Fil

38、ler Metals. When using the indicated weld process, the filler metals listed in Table 1.2 provide a weld joint with strengths matching that of the base metal. When base metals of dissimilar strengths are welded, the filler metal tensile strength shall be equal to or greater than that of the lowest te

39、nsile strength base metal.1.6.2 Other Base Metal/Filler Metal Combinations. Base metal/filler metal combinations other than those described in 1.6.1 shall be permitted when approved by the Engineer.1.6.3 Manufacturers Certification. When requested by the Engineer, the contractor shall furnish an ele

40、ctrode manufacturers certification stating that the electrode will meet the requirements of the classification.1.6.4 Electrodes for Shielded Metal Arc Welding (SMAW)1.6.4.1 AWS Specification. Electrodes for SMAW shall conform to the requirements of the latest edition of AWS A5.1/A5.1M, Specification

41、 for Carbon Steel Electrodes for Shielded Metal Arc Welding, or to the requirements of AWS A5.5/A5.5M, Specification for Low-Alloy Steel Electrodes for Shielded Metal Arc Welding.3AWS D1.3/D1.3M:2018 CLAUSE 1. GENERAL REqUiREMENtS1.6.4.2 Low-Hydrogen Electrode Control. This control shall be for shee

42、t steel that is welded to a primary structural member which is thicker than 1/4 in 6 mm, placing the jurisdiction of this control as specified in AWS D1.1/D1.1M.1.6.4.3 Nonlow-hydrogen Electrodes. Nonlow-hydrogen electrodes may be used in a qualified WPS for arc spot, arc seam, and arc plug welds of

43、 sheet metal in the flat position to primary structural members thicker than in 6 mm, as limited by Annex A Table A.1 Note 1.1.6.5 Submerged Arc Welding (SAW)1.6.5.1 AWS Specification. The bare electrodes and fluxes used in combination for SAW shall conform to the requirements of the latest edition

44、of AWS A5.17/A5.17M, Specification for Carbon Steel Electrodes and Fluxes for Submerged Arc Welding, or to the requirements of the latest edition of AWS A5.23/A5.23M, Specification for Low-Alloy Steel Electrodes and Fluxes for Submerged Arc Welding.1.6.5.2 Flux. Flux used for submerged arc welding s

45、hall be dry and free of contamination from dirt, mill scale, oils, or other foreign material. All flux shall be purchased in packages that can be stored, under normal conditions, for at least six months without such storage affecting its welding characteristics or weld properties. Flux from damaged

46、packages shall be discarded or shall be dried at a minimum temperature of 250F 120C for one hour before use. Flux shall be placed in the dispensing system immediately upon the opening of a package, or if used from an opened package, the top 1 in 25 mm shall be discarded. Flux that has been wet shall

47、 not be used.1.6.6 Gas Metal Arc Welding (GMAW), Flux Cored Arc Welding (FCAW), and Gas Tungsten Arc Welding (GTAW) Filler Metals1.6.6.1 AWS Specification. The filler metals and shielding for GMAW, FCAW, or GTAW shall conform to the requirements of the latest edition of AWS A5.18/A5.18M, Specificati

48、on for Carbon Steel Electrodes and Rods for Gas Metal Arc Welding, or AWS A5.28/A5.28M, Specification for Low-Alloy Steel Electrodes and Rods for Gas Shielded Arc Welding, AWS A5.20/A5.20M, Specification for Carbon Steel Electrodes for Flux Cored Arc Welding, AWS A5.29/A5.29M, Specification for Low-

49、Alloy Steel Electrodes for Flux Cored Arc Welding, or AWS A5.36/A5.36M, Specification for Carbon and Low-Alloy Steel Flux Cored Electrodes for Flux Cored Arc Welding and Metal Cored Electrodes for Metal Arc Welding as applicable.1.6.6.2 Shielding Media. A gas or gas mixture used for shielding in GMAW, FCAW when required, or GTAW, shall meet the requirements of AWS A5.32/ A5.32M, Specification for Welding Shielding Gases. When requested by the Engineer, the gas manufacturer shall furnish certification that the gas or gas mixture meets the requirements of AWS A5.32/A5.