AWS B2 1-1-205-1996 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 (Ver.pdf

1、ANSI/AWS B2.1-1-205-96 (R2007)An American National StandardStandard Welding ProcedureSpecification (SWPS) forShielded Metal ArcWelding of CarbonSteel (M-1/P-1/S-1,Group 1 or 2), 1/8through 1-1/2 inchThick, E6010 (VerticalUphill) Followed byE7018 (VerticalUphill), As-Weldedor PWHT Condition,Primarily

2、 PipeApplicationsSite LicenseSite License to Make Copies for Intra-Company UseThis License 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

3、to all the terms contained in this License.2. Licensee is authorized to reproduce this 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.

4、Any reproduction must include the following copyright notice: “Copyright by the AmericanWelding 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

5、 that you agree with the terms of theLicense. If you do not agree with the terms of this 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 arisin

6、g from the use of any Standard Welding Procedure. AWS is not liable for anyactual or 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

7、 any Standard Welding Procedure contrary to the terms ofthe License.8. This License contains 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, an

8、d both partiesagree to submit to the jurisdiction of the cognizant court of law within Dade County, Florida toresolve any disputes.550 N.W. LeJeune Road, Miami, FL 33126ANSI/AWS B2.1-1-205-96 (R2007)An American National StandardApproved by theAmerican National Standards InstituteMay 28, 1996Standard

9、 Welding ProcedureSpecification (SWPS) forShielded 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) Followedby E7018 (Vertical Uphill),As-Welded or PWHT Condition,Primarily Pipe ApplicationsPrepared by theAmerican Welding Society (AWS)

10、 B2 Committee on Welding Procedure and Performance QualificationUnder the Direction of theAWS Technical Activities CommitteeApproved by theAWS Board of DirectorsAbstractThis standard contains the essential welding variables for carbon steel in the thickness range of 1/8 through 1-1/2 inch,using manu

11、al shielded metal arc welding with E6010 (vertical uphill) followed by E7018 (vertical uphill). It cites thebase metals and operating conditions necessary to make the weldment, the filler metal specifications, and the allowablejoint designs for fillet and groove welds. This WPS was developed primari

12、ly for pipe applications.Key WordsWelding Procedure Specification, base metal, allowable joint designs, filler metal, carbon steel, manual welding, shielded metal arc weldingiiANSI/AWS B2.1-1-205-96 (R2007)International Standard Book Number: 0-87171-492-2American Welding Society550 N.W. LeJeune Road

13、, Miami, FL 33126 1996 by American Welding SocietyAll rights reservedPrinted in the United States of AmericaReaffirmed: January 11, 2007iiiANSI/AWS B2.1-1-205-96 (R2007)Statement on the Use of American Welding Society StandardsAll standards (codes, specifications, recommended practices, methods, cla

14、ssifications, 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 American National Standards are either incorporated in, ormade part of, documents that a

15、re included in federal or state laws and regulations, or the regulations of other govern-mental bodies, their provisions carry the full legal authority of the statute. In such cases, any changes in those AWSstandards must be approved by the governmental body having statutory jurisdiction before they

16、 can become a part ofthose laws and regulations. In all cases, these standards carry the full legal authority of the contract or other documentthat invokes the AWS standards. Where this contractual relationship exists, changes in or deviations from requirementsof an AWS standard must be by agreement

17、 between the contracting parties.AWS 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 establishes rules to promote fairnes

18、s 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 nature whatsoever, whetherspeci

19、al, indirect, consequential or compensatory, directly or indirectly resulting from the publication, use of, or relianceon this standard. AWS also makes no guaranty or warranty as to the accuracy or completeness of any informationpublished herein.In issuing and making this standard available, AWS is

20、neither undertaking to render professional or other services for oron behalf 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 thead

21、vice of 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 authorize infringement of any patent

22、 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, police, or enforce complianc

23、e 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 requirements of this standard may o

24、nly be obtained by sending a request,in writing, to the appropriate technical committee. Such requests should be addressed to the American Welding Society,Attention: Managing Director, Technical Services Division, 550 N.W. LeJeune Road, Miami, FL 33126. With regard totechnical inquiries made concern

25、ing AWS standards, oral opinions on AWS standards may be rendered. These opinionsare offered solely as a convenience to users of this standard, and they do not constitute professional advice. Such opinionsrepresent only the personal opinions of the particular individuals giving them. These individua

26、ls do not speak on behalfof AWS, nor do these oral opinions constitute official or unofficial opinions or interpretations of AWS. In addition, oralopinions 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 B

27、2 Committee on Welding Procedure and PerformanceQualification. It must be reviewed every 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 thisstandard are required and

28、should be addressed to AWS Headquarters. Such comments will receive careful considerationby the AWS B2 Committee on Welding Procedure and Performance Qualification and the author of the comments willbe informed of the Committees response to the comments. Guests are invited to attend all meetings of

29、the AWS B2Committee on Welding Procedure and Performance Qualification 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

30、the American Welding Society, 550 N.W. LeJeuneRoad, Miami, FL 33126.ivANSI/AWS B2.1-1-205-96 (R2007)Personnel (Reaffirmation)AWS B2 Committee on Procedure and Performance QualificationG. M. Wisbrock, Chair Lockheed Martin Missiles and Fire ControlJ. J. Fluckiger, Vice Chair Idaho National Laboratory

31、W. M. Ruof, Second Vice Chair Bechtel Plant Machinery, IncorporatedS. Morales, Secretary American Welding SocietyT. J. Anderson ConsultantB. Beckman International Training InstituteL. P. Connor ConsultantJ. L. Cooley J C 175F minimum for base metal thickness over 1 in.Interpass Temperature:250F Mini

32、mum; 175F minimum for base metal thickness over 1 in., 500FmaximumPreheat Maintenance: Continuous or special heating is not requiredPOSTWELD HEAT TREATMENT (PWHT)Postweld Heat Treatment: Welds may either be as-welded or postweld heat treated at 1100 to 1200F oras required by the fabrication document

33、(s). If heat treated, the heat treatmenttime shall be 1 hour per inch of thickness (15 minutes minimum) unlessotherwise noted in the fabrication document(s).1 M, P, and S numbers for base metal and F and A numbers for filler metal and weld metal respectively, are as detailed in AWSB2.1 and ASME Boil

34、er and Pressure Vessel Code, Section IX.2 Preheat and interpass temperatures must be sufficient to prevent crack formation. Temperatures above the minimum shownmay be required for base metals with a specified carbon content greater than 0.25%, for highly restrained welds or to meet therequirements o

35、f the fabrication document(s).ANSI/AWS B2.1-1-205-96 (R2007)Page 3 of 15Standard Welding Procedure Specification (SWPS)Permission to reproduce for intra-company use only is granted by the American Welding SocietyELECTRICAL CHARACTERISTICSGROOVE WELDSElectrodes1CurrentLayer Classification Dia. (in.)

36、Amperes PolarityRoot3E6010 3/32 4080 DCEP (Reverse)Root3E6010 1/8 75125 DCEP (Reverse)Fill E7018 3/32 70100 DCEP (Reverse)Fill E7018 1/8 115165 DCEP (Reverse)Fill E7018 5/32 150220 DCEP (Reverse)Fill E7018 3/164200275 DCEP (Reverse)FILLET WELDS AND GROOVE WELDS ON BACKING RINGS2Electrodes1CurrentLay

37、er Classification Dia. (in.) Amperes PolarityRoot3E6010 3/32 4080 DCEP (Reverse)Root3E6010 1/8 75125 DCEP (Reverse)Root or Fill E7018 3/32 70100 DCEP (Reverse)Root or Fill E7018 1/8 115165 DCEP (Reverse)Fill E7018 5/32 150220 DCEP (Reverse)Fill E7018 3/164200275 DCEP (Reverse)1. The care and storage

38、 of electrodes shall be as recommended by the electrode manufacturer.2. Backing rings may be used when permitted by the fabrication document(s).3. An additional layer is optional.4. Flat and Horizontal positions only.TECHNIQUEWeave or Stringer Bead: EitherPeening: Not permittedInitial Cleaning: Chem

39、ical or mechanical; joint shall be dry prior to weldingInterpass Cleaning: Mechanical onlyBackgouging: Mechanical or thermal when required by Figure 1Single or Multiple Passes: Either. All pressure retaining welds shall be a minimum of two passes.Maximum Bead Thickness: 1/4 in.Repair: Defects in wel

40、ds shall be removed by mechanical or thermal methods. Therepair cavity may differ in contour and dimension from a normal joint preparationand may present different restraint conditions. Repair of base metal defectsshall be in accordance with the requirements of the fabrication document(s).COMPANY NA

41、MEIn 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 Document)DATE APPROVED BY TITLEANSI/AWS B2.1-1-205-96 (R2007)Page 4 of 15Standard Welding Procedure Spe

42、cification (SWPS)Permission to reproduce for intra-company use only is granted by the American Welding SocietyFigure 1Allowable Joint DesignsFILLET WELDS: All JointsGROOVE WELDS: For pipe and tubular products, see Joints 1 through 7. In addition, joints havinggroove designs resulting from end prepar

43、ations conforming with ASME/ANSI B16.25, ButtweldingEnds, and prequalified joint details for complete joint penetration groove welded joints permitted byANSI/AWS D1.1, Structural Welding Code Steel, are also allowable for application with this WPS.f RaJOINT 1JOINT 2fgRaANSI/AWS B2.1-1-205-96 (R2007)

44、Page 5 of 15Standard Welding Procedure Specification (SWPS)Permission to reproduce for intra-company use only is granted by the American Welding SocietyFigure 1 (continued) Allowable Joint DesignsfRraJOINT 4JOINT 3f1f2RrabANSI/AWS B2.1-1-205-96 (R2007)Page 6 of 15Standard Welding Procedure Specifica

45、tion (SWPS)Permission to reproduce for intra-company use only is granted by the American Welding SocietyfR3/4 in. MAX.BALANCEabJOINT 5fR3/4 in. MAX.BALANCErabJOINT 6Figure 1 (continued) Allowable Joint DesignsANSI/AWS B2.1-1-205-96 (R2007)Page 7 of 15Standard Welding Procedure Specification (SWPS)Pe

46、rmission to reproduce for intra-company use only is granted by the American Welding SocietyFigure 1 (continued) Allowable Joint DesignsRECOMMENDED WELDING DIMENSIONS FOR SOCKET WELDING COMPONENTS OTHER THAN FLANGESJOINT 8ffRaTYPICAL BRANCH CONNECTIONJOINT 7TnXXANSI/AWS B2.1-1-205-96 (R2007)Page 8 of

47、 15Standard Welding Procedure Specification (SWPS)Permission to reproduce for intra-company use only is granted by the American Welding SocietyYXYXXXXXX X XYYAPPROXIMATELY1/16 in. BEFORE WELDINGX MIN. = 1.4 Tn OR THE THICKNESS OF THE HUB, WHICHEVER IS SMALLER, UNLESS OTHERWISE REQUIRED BYTHE FABRICA

48、TION DOCUMENT(S)Y MIN. = Tn OR 1/4 in., WHICHEVER IS SMALLER, UNLESS OTHERWISE REQUIRED BY THE FABRICATION DOCUMENT(S)Tn = NOMINAL PIPE WALL THICKNESSRECOMMENDED WELDING DIMENSIONS FOR FLANGESJOINT 9Figure 1 (continued) Allowable Joint DesignsMetric Conversionsin. mm F C1/32 0.8 50 101/16 1.6 175 75

49、3/32 2.4 500 2601/8 3.2 1100 5955/32 4.0 1200 6503/16 4.81/4 6.43/4 19.01 25.41-1/2 38.0Permission to reproduce for intra-company use only is granted by the American Welding SocietyANSI/AWS B2.1-1-205-96 (R2007)Page 9 of 15A1. IntroductionThe American Welding Society (AWS) Board of Directorshas adopted a policy whereby all official interpretationsof AWS standards are handled in a formal manner.Under this policy, all interpretations are made by thecommittee that is responsible for the standard. Officialcommunication concerning an interpretation is directedthroug