AWS B2 1-1-016-2018 Standard Welding Procedure Specification (SWPS) for Shielded Metal Arc Welding of Carbon Steel (M-1 P-1 Group 1 or 2) 1 8 inch [3 mm] through 1-1 2 inch [38 mm].pdf

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13、ate or federal court in or for Miami, Florida. Standard Welding Procedure Specification (SWPS) for Shielded Metal Arc Welding of Carbon Steel (M-1/P-1, Group 1 or 2) 1/8 inch 3 mm through 1-1/2 inch 38 mm Thick, E7018, in the As-Welded or PWHT Condition, Primarily Plate and Structural ApplicationsSi

14、te LicenseAWS B2.1-1-016:2018An American National StandardAWS B2.1-1-016:2018An American National StandardApproved by theAmerican National Standards InstituteApril 10, 2018Standard Welding Procedure Specification (SWPS) for Shielded Metal Arc Welding of Carbon Steel (M-1/P-1, Group 1 or 2) 1/8 inch

15、3 mm through 1-1/2 inch 38 mm Thick, E7018, in the As-Welded or PWHT Condition, Primarily Plate and Structural Applications2nd EditionSupersedes AWS B2.1-1-016-94RPrepared by theAmerican Welding Society (AWS) B2 Committee on Procedure and Performance QualificationUnder the Direction of theAWS Techni

16、cal Activities CommitteeApproved by theAWS Board of DirectorsAbstractThis standard contains the essential welding variables for carbon steel in the thickness range of 1/8 inch 3 mm through 1-1/2 inch 38 mm, using manual shielded metal arc welding. It cites the base metals and operating conditions ne

17、cessary to make the weldment, the filler metal specifications, and the allowable joint designs for fillet and groove welds. This SWPS was developed primarily for plate and structural applications.AWS B2.1-1-016:2018ISBN Print: 978-1-64322-000-0ISBN PDF: 978-1-64322-001-7 2018 by American Welding Soc

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34、e 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 B2 Committee on Procedure and Performance Qualification. It must be reviewed every five years, and if not revised, it must be either reaffirmed or withdrawn. C

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37、m-ments are provided 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 B2.1-1-016:2018iiiAWS B2.1-1-016:2018This page is intentionally blankivAWS B2.1-1-016:2018Personnel

38、AWS B2 Committee on Procedure and Performance QualificationJ. L. Cooley, Chair J. C. Including Terms for Adhesive Bonding, Brazing, Soldering, Thermal Cutting, and Thermal Spraying.The AWS B2 Committee on Procedure and Performance Qualification was formed in 1979 to provide welding standards concern

39、ing the subject of qualification. The primary document developed by this committee is AWS B2.1/B2.1M, Specification for Welding Procedure and Performance Qualification. This document established the foundation and framework for Standard Welding Procedure Specifications (SWPSs). The first two SWPSs w

40、ere published in 1990. Since then SWPSs are continuing to be developed and published by the American Welding Society.This SWPS is the first revision of AWS B2.1-1-016-94R. All references to ASME “S” material numbers have been deleted from this edition. A Standard Units of Measure clause was added an

41、d the Safety clause was updated. Metric conversions have been updated and Annex A on requesting an official interpretation on an AWS standard is included.A vertical line in the margin or underlined text in clauses, tables, or figures indicates an editorial or technical change from the previous editi

42、on.Comments and suggestions for the improvement of this standard are welcome. They should be sent to the Secretary, B2 Committee on Procedure and Performance Qualification, American Welding Society, 8669 NW 36 St, # 130, Miami, FL 33166.viiAWS B2.1-1-016:2018This page is intentionally blankviiiAWS B

43、2.1-1-016:2018Page 1 of 22Permission to reproduce for intra-company use only is granted by the American Welding SocietyStandard Welding Procedure Specification (SWPS)Shielded Metal Arc Welding of Carbon Steel (M-1/P-1, Group 1 or 2), 1/8 inch 3 mm through 1-1/2 inch 38 mm Thick, E7018, in the As-Wel

44、ded or PWHT Condition, Primarily Plate and Structural ApplicationsWelding Research CouncilSupporting PQR Numbers: 001021, 001022, 008001, 106004, 106005, 200116, 200117, 200118, 200119, 200120, 200121, 200122, 200123, 200124, 200125, 200126, 200516, 200702, 500006, 500007, 500008, 500023, 500024 500

45、029, 001A, 002ARequirements for Application of SWPSsScope. The data to support this Standard Welding Procedure Specification (SWPS) have been derived from the above listed Procedure Qualification Records (PQRs) which were reviewed and validated under the auspices of the Welding Research Council. Thi

46、s SWPS is not valid using conditions and variables outside the ranges listed. The American Welding Society considers that this SWPS presents information for producing an acceptable weld using the conditions and variables listed. The user needs a significant knowledge of welding and accepts full resp

47、onsibility for the performance of the weld and for providing the engineering capability, qualified personnel, and proper equipment to implement this SWPS.Application. This SWPS is to be used only as permitted by AWS B2.1/B2.1M, Standard for Welding Procedure and Performance Qualification, and the ap

48、plicable fabrication document(s) such as code, specification, or contract document(s). The fabrication document(s) should specify the engineering requirements such as design, need for heat treatment, fabricating tolerances, quality control, and examination and tests applicable to the end product.Use

49、rs Responsibility. A SWPS does not replace or substitute for fabrication codes, specifications, contract requirements, or capability and judgment on the part of the user. A SWPS is to be used only as permitted by the applicable fabrication code, specification, or contract document. The ability to produce production welds having properties suitable for the application depends upon supplementing the SWPS with appropriate performance qualification tests and sound engineer-ing judgment. The user is responsible for the quality and performance of the final product in accordanc