1、AWS B2.1-1-017-94RStandard Welding ProcedureSpecification (WPS) forShielded Metal ArcWelding of CarbonSteel (M-1/P-1/S-1,Group 1 or 2), 1/8through 1-1/2 inchThick, E6010,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 B2.1-1-017-94RApproved 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, E6010As-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 the weld-ment, the filler metal specifications, and the allowable joint designs for fillet and groove welds. This WPS was
11、 devel-oped 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, recommend
12、ed 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 AWS standards are either incorporated in, or made part of,document
13、s 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 beapproved by the governmental body having statutory jurisdiction befor
14、e 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 in or deviations from requirements of an AWSstandard must be by agr
15、eement between the contracting parties.International Standard Book Number: 0-87171-426-4American Welding Society, 550 N.W. LeJeune Road, Miami, FL 33126 1994 by American Welding Society. All rights reservedPrinted in the United States of AmericaReaffirmed: February 8, 2005AWS American National Stand
16、ards 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 not independently
17、 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 compensatory, directly or i
18、ndirectly 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 this standard available, AWS is not undertaking to render professional or other services
19、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 determining the exercise
20、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 acceptany and all liab
21、ilities 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, police, or enforce compliance with this standard, nor does it have the power to do so.On
22、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-ing, to the Man
23、aging 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 of the particular
24、 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 standard is sub
25、ject 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 standard are req
26、uired 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 Welding Qualifi
27、cation 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. LeJeuneRoad, Mi
28、ami, 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. DotyJ. J. Falco
29、*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 CompanyAmerican W
30、elding 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 CompanyConsultantBabock and
31、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 B2.1-1-017-94RivPersonnel (R
32、eaffirmation)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. HouleA. W. Johnson
33、*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 National LaboratoryCo
34、nsultantAmerican Welding SocietyConsultantInternational Training InstituteJ. C. base metal thickness over 3/4 in., 150F minimumInterpass Temperature:250F Minimum, 500F maximum; base metal thickness over 3/4 in.,150F minimum, 500F maximumPreheat Maintenance: Continuous or special heating not required
35、1. M, 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 minimums
36、hown may 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 B2.1-1-017-94RPage 3 of 16Standard Welding Procedure Specification (WPS)Permission to reproduce for intra-company u
37、se only 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 T
38、REATMENTPostweld Heat Treatment: Welds may either be as-welded or postweld heat treated at 1100 to 1200F. Ifheat treated, the heat treatment time shall be 1 hour per inch of thickness(15 minutes minimum) unless otherwise noted in the fabrication document.ELECTRICAL CHARACTERISTICSElectrode1CurrentCl
39、assification Dia.2in. Amperes PolarityE6010 3/32 4080 DCEP (Reverse)E6010 1/8 75125 DCEP (Reverse)E6010 5/32 110170 DCEP (Reverse)E6010 3/16 140215 DCEP (Reverse)1. The care and storage of electrodes shall be as recommended by the electrodemanufacturer.2. 3/16 in. electrodes shall not be used for ta
40、ck or root pass welding nor for weldingin the vertical or overhead positions.Pulsing Current: Not permittedTECHNIQUEWeave or Stringer Bead: EitherPeening: Not required; if used, proceed as directed by the fabrication documentInitial Cleaning: Chemical or mechanical; joint shall be dry prior to weldi
41、ngInterpass Cleaning: Mechanical onlyBackgouging: Mechanical or thermal when required by Figure 1Gouging: Mechanical or thermalSingle or Multiple Passes: EitherMaximum Bead Thickness: 1/4 in.ANSI/AWS B2.1-1-017-94RPage 4 of 16Standard Welding Procedure Specification (WPS)Permission to reproduce for
42、intra-company use only is granted by the American Welding SocietyFigure 1Allowable 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
43、 tubular products, see Joints 1, 2, 6 and 7. In addition, joints having groove 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.fROPTIONALaWITH BACKINGa = 45 MIN.R = 1/4 in., +1/4 -1/16f
44、= 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 = 60 MIN.R = 1/8 in., +1/16 -1/16f = 1/16 in. MAX.JOINT 2fRaANSI/AWS B2.1-1-017-94RPage 5 of 16Standard Welding Procedure Specification (WPS)Pe
45、rmission 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 B2.1-1-017-94RPage 16 of 16
