ANSI AWS B2.1-1-022-1994 Standard Welding Procedure Specification (WPS) for Shielded Metal Arc Welding of Carbon Steel (M-1 P-1 S-1 Group 1 or 2) 1 8 Through 1-1 2 Inch Thick E6010.pdf

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ANSI AWS B2.1-1-022-1994 Standard Welding Procedure Specification (WPS) for Shielded Metal Arc Welding of Carbon Steel (M-1 P-1 S-1 Group 1 or 2) 1 8 Through 1-1 2 Inch Thick E6010.pdf_第1页
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1、AWS B2.1-1-022-94RSite LicenseStandard Welding ProcedureSpecification (WPS) forShielded Metal ArcWelding of Carbon Steel(M-1/P-1/S-1, Group 1 or2), 1/8 through 1-1/2 inchThick, E6010 (VerticalUphill) Followed byE7018, As-Welded orPWHT ConditionSite License to Make Copies for Intra-Company UseThis Li

2、cense is issued by the American Welding 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 thi

3、s AWS B2 Standard Welding Procedure 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 Ameri

4、canWelding Society. Reproduced with 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 t

5、his License please return this document, 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

6、consequential damages that may arise 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 c

7、ontains the entire understanding as 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 withi

8、n Dade County, Florida toresolve any disputes.Reproduced by Global Engineering Documents With the Permission of AWS Under Royalty Agreement 550 N.W. LeJeune Road, Miami, Florida 33126AWS B2.1-1-022-94RApproved byAmerican National Standards InstituteApril 15, 1993Standard Welding ProcedureSpecificati

9、on (WPS)Shielded Metal Arc Welding of Carbon Steel(M-1/P-1/S-1, Group 1 or 2)1/8 through 1-1/2 inch Thick,E6010 (Vertical Uphill) Followed by E7018As-Welded or PWHT ConditionPrepared byAWS Committee on Welding QualificationUnder the Direction ofAWS Technical Activities CommitteeApproved byAWS Board

10、of DirectorsAbstractThis standard contains the essential welding variables 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

11、the allowable joint designs for fillet and groove welds. This WPS wasdeveloped primarily for plate and structural applications.Key WordsWelding Procedure Specification, base metal, allowable joint designs, filler metal, carbon steel, manualshielded metal arc weldingiiStatement on Use of AWS American

12、 National StandardsAll standards (codes, specifications, recommended practices, 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

13、AWS standards are either incorporated in, or made part of,documents that 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 beapp

14、roved by the governmental body having statutory jurisdiction before they 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 i

15、n or deviations from requirements of an AWSstandard must be by agreement between the contracting parties.International Standard Book Number: 0-87171-431-0American Welding Society, 550 N.W. LeJeune Road, Miami, FL 33126 1994 by American Welding Society. All rights reservedPrinted in the United States

16、 of AmericaReprinted: October 1997Reaffirmed: February 4, 2005AWS American 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 establi

17、shes rules to promote fairness in the development of consensus, it does not 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 na

18、ture whatsoever, whether spe-cial, indirect, consequential or compensatory, directly or indirectly resulting from the publication, use of, or reliance on thisstandard. AWS also makes no guaranty or warranty as to the accuracy or completeness of any information published herein.In issuing and making

19、this standard available, AWS is not undertaking to render professional or 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

20、, as appropriate, seek the adviceof a competent professional in determining 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 authoriz

21、e infringement of any patent or trade name. Users of this standard acceptany and all liabilities for infringement of any patent or trade name items. AWS disclaims liability for the infringement ofany patent or product trade name resulting from the use of this standard.Finally, AWS does not monitor,

22、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. Such errata, when discovered, are postedon the AWS web page (www.aws.org).Official interpretations of any of the technical require

23、ments of this standard may only be obtained by sending a request, in writ-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

24、be rendered.However, such opinions represent only the personal opinions of 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 a

25、nd should not be used as a substitute for an official interpretation.This 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,o

26、r deletions) and any pertinent data that may be of use in improving this 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 resp

27、onse to the comments. Guests are invited toattend all meetings of the AWS 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 o

28、f these Rules can be obtained from the American Welding Society, 550 N.W. 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.

29、 Connor, SecretaryW. L. BallisH. B. CaryJ. L. CooleyP. B. Dickerson*W. D. 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, In

30、corporatedMcDermott, IncorporatedWelding Engineering ServicesThe Boeing CompanyAmerican Welding SocietyColumbia Gas Distribution CompaniesHobart Brothers CompanyMorrison-Knudsen CorporationAluminum Company of AmericaDoty and AssociatesArmy Materials and Mechanics Research CenterBabock and Wilcox, Id

31、aho, Inc.U. S. Nuclear Regulatory CommissionLincoln Electric CompanyConsultantBabock and WilcoxNaval Sea Systems CommandThe Hartford Steam Boiler Inspection andInsurance CompanyWelding Research CouncilCanadian Welding BureauDick Enterprises, Inc.C-E NatcoBechtel Group, IncorporatedLehigh UniversityA

32、merican Welding InstituteLoral Vought Systems CorporationAWS B2.1-1-022-94RivPersonnel (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.

33、 W. BeckmanJ. L. CooleyL. P. ConnorW. D. DotyE. H. GrayM. Herrle*M. J. HouleA. 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

34、Martin Missiles and Fire ControlDallasBattelle Energy AllianceIdaho National LaboratoryConsultantAmerican Welding SocietyConsultantInternational Training InstituteJ. C. the maximum depos-it thickness for E6010 electrode is limited to 3/8 in. (nominal)1-1/2 in. fillet weld size for fillet welds; the

35、maximum fillet deposit size forE6010 electrode is limited to 3/8 in. (nominal)JOINT DESIGNSJoint Designs: See Figure 1Backing: Not requiredBacking Material:1Carbon steel, M-1, P-1, or S-1, Group 1, 2, or 3 or carbon steel weld metalNonmetallic or nonfusing metal retainers are not permittedPOSITIONSP

36、ermitted Positions: AllVertical Progression: UphillPREHEAT AND INTERPASS TEMPERATURESPreheat Temperature:250F Minimum; 150F Minimum for E6010 on base metal thickness over3/4 in. thickInterpass Temperature:250F Minimum, 500F MaximumPreheat Maintenance: Continuous or special heating not required1. M,

37、P, and S numbers for base metal and F and A numbers for filler metal and weld metal, respectively, are as detailed inAWS B2.1 or ASME Boiler and Pressure Vessel Code, Section IX.2. Preheat and interpass temperatures must be sufficient to prevent crack formation. Temperatures above the minimumshown m

38、ay be required for base metals with a specified carbon content greater than 0.25%, for highly restrained welds,or to meet the requirements of the fabrication document(s).ANSI/AWS B2.1-1-022-94RPage 3 of 16Standard Welding Procedure Specification (WPS)Permission to reproduce for intra-company use onl

39、y is granted by the American Welding SocietyCOMPANY NAMEIn the name of the Company stated above, I accept full responsibility for the application of this Standard WPSfor use with:DatedFabrication Document(s): such as Code, Specification or Contract DocumentDATE APPROVED BY TITLEPOSTWELD HEAT TREATME

40、NTPostweld Heat Treatment: Welds may either be as-welded or postweld heat treated at 1100 to 1200F.If heat treated, the heat treatment time shall be 1 hour per inch of thickness(15 minutes minimum) unless otherwise noted in the fabrication document.ELECTRICAL CHARACTERISTICSElectrode1CurrentClassifi

41、cation Dia.2in. Amperes PolarityE6010 3/32 4080 DCEP (Reverse)E6010 1/8 75125 DCEP (Reverse)E6010 5/32 110170 DCEP (Reverse)Electrode1CurrentClassification Dia.2in. Amperes PolarityE7018 3/32 70110 DCEP (Reverse)E7018 1/8 90150 DCEP (Reverse)E7018 5/32 120190 DCEP (Reverse)E7018 3/16 170280 DCEP (Re

42、verse)1. The care and storage of electrodes shall be as recommended by the electrodemanufacturer.2. 3/16 in. electrodes shall not be used for tack or root pass welding nor for weldingin the vertical or overhead positions.Pulsing Current: Not permittedTECHNIQUEWeave or Stringer Bead: EitherPeening: N

43、ot required; if used, proceed as directed by the fabrication documentInitial Cleaning: Chemical or mechanical; joint shall be dry prior to weldingInterpass Cleaning: Mechanical onlyBackgouging: Mechanical or thermal when required by Figure 1Gouging: Mechanical or thermalSingle or Multiple Passes: Ei

44、therMaximum Bead Thickness: 1/4 in.ANSI/AWS B2.1-1-022-94RPage 4 of 16Standard Welding Procedure Specification (WPS)Permission to reproduce for intra-company use only is granted by the American Welding SocietyFigure 1Allowable Joint DesignsFILLET WELDS: All JointsGROOVE WELDS: See Joints 1 through 1

45、7. 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 groove designs resultingfrom end preparations conforming with the latest edition of

46、ANSI/ASME B16.25, Butt Welding Ends,are also allowable for application with this WPS.fROPTIONALaWITH BACKINGa = 45 MIN.R = 1/4 in., +1/4 -1/16f = R/2WITHOUT BACKINGa = 60 MIN.R = 1/8 in., +1/16 -1/16f = 1/16 in. MAX.JOINT 1OPTIONALWITH BACKINGa = 45 MIN.R = 1/4 in., +1/4 -1/16f = R/2WITHOUT BACKINGa

47、 = 60 MIN.R = 1/8 in., +1/16 -1/16f = 1/16 in. MAX.JOINT 2fRaANSI/AWS B2.1-1-022-94RPage 5 of 16Standard Welding Procedure Specification (WPS)Permission to reproduce for intra-company use only is granted by the American Welding 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 B2.1-1-022-94RPage 16 of 16

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