1、AWS B2.1-1-016-94RStandard Welding ProcedureSpecification (WPS) forShielded Metal ArcWelding of CarbonSteel (M-1/P-1/S-1,Group 1 or 2), 1/8through 1-1/2 inchThick, E7018,As-Welded orPWHT ConditionSite LicenseSite License to Make Copies for Intra-Company UseThis License is issued by the American Weld
2、ing Society (hereinafter referred to as “AWS”) to you(hereinafter referred to as “Licensee”) based upon your application and conditions:1. By becoming a Licensee, Licensee agrees to all the terms contained in this License.2. Licensee is authorized to reproduce this AWS B2 Standard Welding Procedure
3、for intra-company use only. Copies may not be made available to any individual not employed byLicensee or for any purpose unrelated to the business being conducted by Licensee.3. Any reproduction must include the following copyright notice: “Copyright by the AmericanWelding Society. Reproduced with
4、the express written permission of the American WeldingSociety.”4. Licensee may not enter into any sublicense agreement.5. Reproduction of this Standard Welding Procedure signifies that you agree with the terms of theLicense. If you do not agree with the terms of this License please return this docum
5、ent, and anew document without the copyright notice will be issued.6. The AWS B2 Standard Welding Procedures are not the subject of any warranty. AWS disclaimsany liability arising from the use of any Standard Welding Procedure. AWS is not liable for anyactual or consequential damages that may arise
6、 from the use of any Standard Welding Procedure.7. Licensee will notify AWS in writing if it becomes aware that any employee or other party hasmade copies or otherwise made use of any Standard Welding Procedure contrary to the terms ofthe License.8. This License contains the entire understanding as
7、between Licensee and AWS, and any changesmust be contained in a writing signed by both parties.9. The terms of this License are governed under the laws of the State of Florida, and both partiesagree to submit to the jurisdiction of the cognizant court of law within Dade County, Florida toresolve any
8、 disputes.Reproduced by Global Engineering Documents With the Permission of AWS Under Royalty Agreement 550 N.W. LeJeune Road, Miami, Florida 33126AWS B2.1-1-016-94RApproved byAmerican National Standards InstituteApril 15, 1993Standard Welding ProcedureSpecification (WPS)Shielded Metal Arc Welding o
9、f Carbon Steel(M-1/P-1/S-1, Group 1 or 2)1/8 through 1-1/2 inch Thick, E7018As Welded or PWHT ConditionPrepared byAWS Committee on Welding QualificationUnder the Direction ofAWS Technical Activities CommitteeApproved byAWS Board of DirectorsAbstractThis standard contains the essential welding variab
10、les for carbon steel in the thickness range of 1/8 through 1-1/2 inch,using manual shielded metal arc welding. It cites the base metals and operating conditions necessary to make theweldment, the filler metal specifications, and the allowable joint designs for fillet and groove welds. This WPS wasde
11、veloped primarily for plate and structural applications.Key WordsWelding Procedure Specification, base metal, allowable joint designs, filler metal, carbon steel, manual shielded metal arc weldingiiStatement on Use of AWS American National StandardsAll standards (codes, specifications, recommended p
12、ractices, methods, classifications, and guides) of the AmericanWelding Society (AWS) are voluntary consensus standards that have been developed in accordance with the rules of theAmerican National Standards Institute (ANSI). When AWS standards are either incorporated in, or made part of,documents th
13、at are included in federal or state laws and regulations, or the regulations of other governmental bodies,their provisions carry the full legal authority of the statute. In such cases, any changes in those AWS standards must beapproved by the governmental body having statutory jurisdiction before th
14、ey can become a part of those laws andregulations. In all cases, these standards carry the full legal authority of the contract or other document that invokes theAWS standards. Where this contractual relationship exists, changes in or deviations from requirements of an AWSstandard must be by agreeme
15、nt between the contracting parties.International Standard Book Number: 0-87171-425-6American Welding Society, 550 N.W. LeJeune Road, Miami, FL 33126 1994 by American Welding Society. All rights reservedPrinted in the United States of AmericaReprinted: July 1996Reaffirmed: February 8, 2005AWS America
16、n National Standards are developed through a consensus standards development process that bringstogether volunteers representing varied viewpoints and interests to achieve consensus. While AWS administers the processand establishes rules to promote fairness in the development of consensus, it does n
17、ot independently test, evaluate, orverify 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 whatsoever, whether spe-cial, indirect, consequential or compensator
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19、 other services for or onbehalf of any person or entity. Nor is AWS undertaking to perform any duty owed by any person or entity to someoneelse. Anyone using these documents should rely on his or her own independent judgment or, as appropriate, seek the adviceof a competent professional in determini
20、ng the exercise of reasonable care in any given circumstances.This standard may be superseded by the 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
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22、wer to do so.On occasion, text, tables, or figures are printed incorrectly, constituting errata. Such errata, when discovered, are postedon 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 writ
23、-ing, to the Managing Director, Technical Services Division, American Welding Society, 550 N.W. LeJeune Road, Miami, FL33126. With regard to technical inquiries made concerning AWS standards, oral opinions on AWS standards may be rendered.However, such opinions represent only the personal opinions o
24、f the particular individuals giving them. These individuals donot speak on behalf of AWS, nor do these oral opinions constitute official or unofficial opinions or interpretations of AWS. Inaddition, oral opinions are informal and should not be used as a substitute for an official interpretation.This
25、 standard is subject to revision at any time by the AWS Welding Qualification Committee. It must be reviewedevery five years, and if not revised, it must be either reaffirmed or withdrawn. Comments (recommendations, additions,or deletions) and any pertinent data that may be of use in improving this
26、standard are required and should be addressedto AWS Headquarters. Such comments will receive careful consideration by the AWS Welding Qualification Committeeand the author of the comments will be informed of the Committees response to the comments. Guests are invited toattend all meetings of the AWS
27、 Welding Qualification Committee to express their comments verbally. Procedures forappeal of an adverse decision concerning all such comments are provided in the Rules of Operation of the TechnicalActivities Committee. A copy of these Rules can be obtained from the American Welding Society, 550 N.W.
28、 LeJeuneRoad, Miami, FL 33126.iiiPersonnel (Original)AWS Committee on Welding Qualification*Advisor*Retired*DeceasedT. J. Anderson, ChairmanD. L. Sprow, Vice ChairmanM. J. Houle, Vice ChairmanD. R. Papenfuss, Vice ChairmanL. P. Connor, SecretaryW. L. BallisH. B. CaryJ. L. CooleyP. B. Dickerson*W. D.
29、 DotyJ. J. Falco*J. J. FluckigerE. H. GrayJ. E. HinkelR. W. JacksonJ. W. McGrewC. L. Null*A. S. OlivaresG. W. Oyler*S. PanezicJ. J. SekelyA. W. SindelW. R. Smith Sr.*C. E. SpaederV. W. SutterG. M. Wisbrock, Jr.Bechtel Group, IncorporatedMcDermott, IncorporatedWelding Engineering ServicesThe Boeing C
30、ompanyAmerican Welding SocietyColumbia Gas Distribution CompaniesHobart Brothers CompanyMorrison-Knudsen CorporationAluminum Company of AmericaDoty and AssociatesArmy Materials and Mechanics Research CenterBabock and Wilcox, Idaho, Inc.U. S. Nuclear Regulatory CommissionLincoln Electric CompanyConsu
31、ltantBabock and WilcoxNaval Sea Systems CommandThe Hartford Steam Boiler Inspection andInsurance CompanyWelding Research CouncilCanadian Welding BureauDick Enterprises, Inc.C-E NatcoBechtel Group, IncorporatedLehigh UniversityAmerican Welding InstituteLoral Vought Systems CorporationAWS B2.1-1-016-9
32、4RivPersonnel (Reaffirmation)AWS B2 Committee on Procedure and Performance Qualification*Advisor*DeceasedG. M. Wisbrock, ChairJ. J. Fluckiger, 1st Vice Chair*P. B. Dickerson, 2nd Vice ChairR. McGinnis, SecretaryT. J. AndersonE. W. BeckmanJ. L. CooleyL. P. ConnorW. D. DotyE. H. GrayM. Herrle*M. J. Ho
33、uleA. W. Johnson*N. K. KanayaR. A. LaFaveK. Y. LeeB. B. MacDonaldC. MartinK. M. McTagueA. S. Olivares*G. W. Oyler*J. F. PikeW. M. RuofJ. J. Sekely*A. W. Sindel*C. E. Spaeder, Jr.*W. J. Sperko*R. F. WaiteR. K. WiswesserLockheed Martin Missiles and Fire ControlDallasBattelle Energy AllianceIdaho Natio
34、nal LaboratoryConsultantAmerican Welding SocietyConsultantInternational Training InstituteJ. C. if used, proceed as permitted by the fabrication documentInitial Cleaning: Chemical or mechanical; joint shall be dry prior to weldingInterpass Cleaning: Mechanical onlyBackgouging: Mechanical or thermal
35、when required by Figure 1Gouging: Mechanical or thermalSingle or Multiple Passes: EitherMaximum Bead Thickness: 1/4 in.AWS B2.1-1-016-94RPage 4 of 16Standard Welding Procedure Specification (WPS)Permission to reproduce for intra-company use only is granted by the American Welding SocietyFigure 1Allo
36、wable Joint DesignsFILLET WELDS: All JointsGROOVE WELDS: See Joints 1 through 17. Joints having prequalified joint details permitted bythe latest edition of ANSI/AWS D1.1, Structural Welding CodeSteel are also permitted.For tubular products, see Joints 1, 2, 6 and 7. In addition, joints having groov
37、e designs resultingfrom end preparations conforming with the latest edition of ANSI/ASME B16.25, Butt Welding Ends,are also allowable for application with this WPS.STRUCTURAL PRODUCTSa = 45 MIN.R = 1/4 in., +1/4 -1/16f = R/2 MAX.TUBULAR PRODUCTSa = 60 MIN.R = 3/16 in., +1/4 -1/16f = R/2 MAX.JOINT 2f
38、RafRaSTRUCTURAL PRODUCTSa = 45 MIN.R = 1/4 in., +1/4 -1/16f = R/2 MAX.TUBULAR PRODUCTSa = 60 MIN.R = 3/16 in., +1/4 -1/16f = R/2 MAX.JOINT 1AWS B2.1-1-016-94RPage 5 of 16Standard Welding Procedure Specification (WPS)Permission to reproduce for intra-company use only is granted by the American Weldin
39、g SocietyFigure 1 (continued)Allowable Joint DesignsJOINT 3fRaa = 60 MIN.R = 1/8 in., +1/16-1/8f = NOT LIMITEDBACKGOUGE telephones: (800) 854-7179, (303) 397-7956;fax: (303) 397-2740; Internet: www. .Permission to reproduce for intra-company use only is granted by the American Welding SocietyAWS B2.1-1-016-94RPage 16 of 16