AWS B2 1-8-212-2001 Standard Welding Procedure Specification (SWPS) for Gas Tungsten Arc Welding of Austenitic Stainless Steel (M-8 P-8 S-8 Group 1) 1 16 through 1-1 2 inch Thick E.pdf

1、Standard WeldingProcedure Specification(SWPS) for Gas Tungsten ArcWelding of AusteniticStainless Steel (M-8/P-8/S-8, Group 1),1/16 through 1-1/2 inchThick, ER3XX,As-Welded Condition,Primarily Pipe ApplicationsSite LicenseAWS B2.1-8-212:2001 (R2012)An American National StandardAWS B2.1-8-212:2001 (R2

2、012)An American National StandardApproved by the American National Standards Institute October 31, 2001Reaffirmed: March 29, 2012Standard Welding Procedure Specification (SWPS) forGas Tungsten Arc Welding of Austenitic Stainless Steel(M-8/P-8/S-8, Group 1), 1/16 through 1-1/2 inch Thick,ER3XX, As-We

3、lded Condition, Primarily PipeApplications3rd EditionSupersedes AWS B2.1-8-212:2000Prepared by the American Welding Society (AWS) B2 Committee on Procedure and Performance QualificationUnder the Direction of the AWS Technical Activities CommitteeApproved by the AWS Board of DirectorsAbstractThis sta

4、ndard contains the essential welding variables for austenitic stainless steel in the thickness range of 1/16 through1-1/2 inch, using manual gas tungsten arc welding. It cites the base metals and operating conditions necessary to makethe weldment, the filler metal specifications, and the allowable j

5、oint designs for fillet and groove welds. This SWPS wasdeveloped primarily for pipe applications.International Standard Book Number: 87171-695-XAmerican Welding Society550 N.W. LeJeune Road, Miami, FL 33126 2002 by American Welding SocietyAll rights reservedPrinted in the United States of AmericaRea

6、ffirmed: March 29, 2012 AWS B2.1-8-212:2001 (R2012)iiAWS B2.1-8-212:2001 (R2012)Statement on the Use of American Welding Society StandardsAll standards (codes, specifications, recommended practices, methods, classifications, and guides) of the AmericanWelding Society (AWS) are voluntary consensus st

7、andards 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 are included in federal or state laws and regulations, or the regulations of other governm

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9、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 AWS stan-dard must be by agreement between the contracting parties.AWS American National Standards are developed through

10、a consensus standards development process that bringstogether volunteers representing varied viewpoints and interests to achieve consensus. While the AWS administers theprocess and establishes rules to promote fairness in the development of consensus, it does not independently test, evalu-ate, or ve

11、rify 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 special,indirect, consequential, or compensatory, directly or indirectly resulting fr

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17、he AWS does not monitor, 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

18、 of the technical requirements of this standard may only 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

19、33126 (see Annex A).With regard to technical inquiries made concerning AWS standards, oral opinions on AWS standards may be rendered.These opinions are offered solely as a convenience to users of this standard, and they do not constitute professionaladvice. Such opinions represent only the personal

20、opinions of the particular individuals giving them. These individualsdo not speak on behalf of AWS, nor do these oral opinions constitute official or unofficial opinions or interpretations ofAWS. In addition, oral opinions are informal and should not be used as a substitute for an official interpret

21、ation.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. Comments (recom-mendations, additions, or deletions) and any pertinent data t

22、hat may be of use in improving this standard are required andshould be addressed to AWS Headquarters. Such comments will receive careful consideration by the AWS B2Committee on Procedure and Performance Qualification and the author of the comments will be informed of theCommittees response to the co

23、mments. Guests are invited to attend all meetings of the AWS B2 Committee onProcedure and Performance Qualification to express their comments verbally. Procedures for appeal of an adverse deci-sion concerning all such comments are provided in the Rules of Operation of the Technical Activities Commit

24、tee. A copyof these Rules can be obtained from the American Welding Society, 550 N.W. LeJeune Road, Miami, FL 33126.iiiAWS B2.1-8-212:2001 (R2012)Personnel (Reaffirmation)AWS B2 Committee on Procedure and Performance QualificationJ. J. Fluckiger, Chair Idaho National LaboratoryJ. L. Cooley, Vice Cha

25、ir J. C. joint shall be dry prior to weldingInterpass Cleaning: Mechanical onlyBackgouging: Not required, mechanical or thermal when usedSingle or Multiple Passes: EitherMaximum Bead Thickness: 1/4 in.Repair: Defects in welds shall be removed by mechanical or thermal methods. The repaircavity may di

26、ffer in contour and dimension from a normal joint preparation and may present different restraint conditions. Repair of base-metal defects shall be inaccordance with the requirements of the fabrication documents.Permission to reproduce for intra-company use only is granted by the American Welding So

27、cietyStandard Welding Procedure Specification (SWPS)Table 1Base Metal and Corresponding Filler Metal ClassificationsaBase Metal Grade or Type Corresponding Classification302, 304, CF8, CF8A ER308, ER308L, ER309, ER309L304L, CF3, CF3A ER308L, ER309L304H, CF10 ER308H, ER19-10H304N ER308H, ER19-10H304L

28、N ER308L316, CF8M ER316, ER316L, ER16-8-2316L, CF3M, CF3MA ER316L316H, CF10M ER316H316Ti ER316316Cb ER316316N ER308H, ER309, ER19-10H, ER317316LN ER316, ER317L317 ER317, ER317L317L ER317L, ER321, ER347321 ER321, ER347347, CF8C ER347347H ER347348 ER347aTable 1 is based on room temperature strength an

29、d may not ensure high temperature or corrosion-resistant properties.NOTES:1. The specific filler metal classification from the table above or any other filler metal classification conforming to an A-8 analysis may be usedwhen specified by the fabrication document(s).2. When two different base metal

30、grades or types listed above are being joined, a filler metal classification permitted for either base metal grade ortype may be used.AWS B2.1-8-212:2001 (R2012)Page 4 of 14Permission to reproduce for intra-company use only is granted by the American Welding SocietyCOMPANY NAME_In the name of the Co

31、mpany stated above, I accept full responsibility for the application of this SWPS for use with:_ Dated _Fabrication Document(s): (such as Code, Specification, or Contract Document)DATE _ APPROVED BY _ TITLE _AWS B2.1-8-212:2001 (R2012)Page 5 of 14Permission to reproduce for intra-company use only is

32、 granted by the American Welding Societyf RaStandard Welding Procedure Specification (SWPS)fRraFigure 1Allowable Joint DesignsFILLET WELDS: All JointsGROOVE WELDS: For pipe and tubular products, see Joints 1 through 4. In addition, joints havinggroove designs resulting from end preparations conformi

33、ng with ASME B16.25, Bull Welding Ends,and prequalified joint details for complete joint penetration groove welded joints permitted by AWSD1.6/D1.6M, Structural Welding CodeStainless Steel, are also allowable for application with thisSWPS.JOINT 1JOINT 2AWS B2.1-8-212:2001 (R2012)Page 6 of 14Permissi

34、on to reproduce for intra-company use only is granted by the American Welding Societyf1f2RrabJOINT 3Standard Welding Procedure Specification (SWPS)Figure 1 (Continued)Allowable Joint DesignsffRaJOINT 4AWS B2.1-8-212:2001 (R2012)Page 7 of 14Permission to reproduce for intra-company use only is grante

35、d by the American Welding SocietyTnXXJOINT 5YXYXXXXXX X XYYAPPROXIMATELY1/16 in. BEFORE WELDINGFigure 1 (Continued)Allowable Joint DesignsJOINT 6Standard Welding Procedure Specification (SWPS)RECOMMENDED WELDING DIMENSIONS FOR SOCKET WELDING COMPONENTS OTHER THAN FLANGESX MIN. = 1.4 Tn OR THE THICKN

36、ESS OF THE HUB, WHICHEVER IS SMALLER, UNLESS OTHERWISE REQUIRED BYTHE FABRICATION DOCUMENT(S)Y MIN. = Tn OR 1/4 in., WHICHEVER IS SMALLER, UNLESS OTHERWISE REQUIRED BY THE FABRICATION DOCUMENT(S)Tn = NOMINAL PIPE WALL THICKNESSAWS B2.1-8-212:2001 (R2012)Page 8 of 14Permission to reproduce for intra-

37、company use only is granted by the American Welding SocietyMetric Conversionsin. mm F C ft3/h L/min1/32 0.8 50 10 5 2.41/16 1.6 500 175 10 5.03/32 2.4 15 7.11/8 3.2 25 11.83/16 4.81/4 6.43/8 9.63/4 19.01 25.411/2 38.0Standard Welding Procedure Specification (SWPS)AWS B2.1-8-212:2001 (R2012)Page 9 of

38、 14Annex A (Informative)Guidelines for the Preparation of Technical InquiriesThis annex is not part of AWS B2.1-8-212:2001 (R2012), Standard Welding Procedure Specification (SWPS) for GasTungsten Arc Welding of Austenitic Stainless Steel (M-8/P-8/S-8, Group 1), 1/16 through 1-1/2 inch Thick, ER3XX,

39、As-Welded Condition, Primarily Pipe Applications, but is included for informational purposes only.Permission to reproduce for intra-company use only is granted by the American Welding SocietyA1. IntroductionThe American Welding Society (AWS) Board of Directorshas adopted a policy whereby all officia

40、l interpretations ofAWS standards are handled in a formal manner. Under thispolicy, all interpretations are made by the committee that isresponsible for the standard. Official communication con-cerning an interpretation is directed through the AWS staffmember who works with that committee. The polic

41、yrequires that all requests for an interpretation be submittedin writing. Such requests will be handled as expeditiouslyas possible, but due to the complexity of the work and theprocedures that must be followed, some interpretationsmay require considerable time.A2. ProcedureAll inquiries shall be di

42、rected to:Managing DirectorTechnical Services DivisionAmerican Welding Society550 N.W. LeJeune RoadMiami, FL 33126All inquiries shall contain the name, address, and affilia-tion of the inquirer, and they shall provide enough infor-mation for the committee to understand the point ofconcern in the inq

43、uiry. When the point is not clearlydefined, the inquiry will be returned for clarification. Forefficient handling, all inquiries should be typewritten andin the format specified below.A2.1 Scope. Each inquiry shall address one singleprovision of the standard unless the point of the inquiryinvolves t

44、wo or more interrelated provisions. Theprovision(s) shall be identified in the scope of the inquiryalong with the edition of the standard that contains theprovision(s) the inquirer is addressing.A2.2 Purpose of the Inquiry. The purpose of the inquiryshall be stated in this portion of the inquiry. Th

45、e purposecan be to obtain an interpretation of a standardsrequirement or to request the revision of a particularprovision in the standard.A2.3 Content of the Inquiry. The inquiry should beconcise, yet complete, to enable the committee tounderstand the point of the inquiry. Sketches should beused whe

46、never appropriate, and all paragraphs, figures,and tables (or annex) that bear on the inquiry shall becited. If the point of the inquiry is to obtain a revision ofthe standard, the inquiry shall provide technicaljustification for that revision.A2.4 Proposed Reply. The inquirer should, as aproposed r

47、eply, state an interpretation of the provisionthat is the point of the inquiry or provide the wording fora proposed revision, if this is what the inquirer seeks.A3. Interpretation of Provisions ofthe StandardInterpretations of provisions of the standard are made bythe relevant AWS technical committe

48、e. The secretary ofthe committee refers all inquiries to the chair of the partic-ular subcommittee that has jurisdiction over the portion ofthe standard addressed by the inquiry. The subcommitteereviews the inquiry and the proposed reply to determineStandard Welding Procedure Specification (SWPS)wha

49、t the response to the inquiry should be. Following thesubcommittees development of the response, the inquiryand the response are presented to the entire committee forreview and approval. Upon approval by the committee, theinterpretation is an official interpretation of the Society,and the secretary transmits the response to the inqui