ANSI ASME B36.10M-2015 Welded and Seamless Wrought Steel Pipe《焊接锻钢管和无缝锻钢管》.pdf

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1、AN AMERICAN NATIONAL STANDARD ASME B36.10M-2015Revision of ASME B36.10M-2004 (R2010)Welded and Seamless Wrought Steel PipeASME B36.10M-2015Revision of ASME B36.10M-2004 (R2010)Welded andSeamlessWrought SteelPipeAN AMERICAN NATIONAL STANDARDTwo Park Avenue New York, NY 10016 USADate of Issuance: Augu

2、st 31, 2015This Standard will be revised when the Society approves the issuance of a new edition.Periodically certain actions of the ASME B32 Committee may be published as Cases. Cases arepublished on the ASME Web site under the B32 Committee Page at go.asme.org/B32committee asthey are issued.Errata

3、 to codes and standards may be posted on the ASME Web site under the Committee Pages toprovide corrections to incorrectly published items, or to correct typographical or grammatical errorsin codes and standards. Such errata shall be used on the date posted.The B32 Committee Page can be found at go.a

4、sme.org/B32committee. There is an option availableto automatically receive an e-mail notification when errata are posted to a particular code or standard.This option can be found on the appropriate Committee Page after selecting “Errata” in the “PublicationInformation” section.ASME is the registered

5、 trademark of the American Society of Mechanical Engineers.This code or standard was developed under procedures accredited as meeting the criteria for American NationalStandards. The Consensus Committee that approved the code or standard was balanced to assure that individuals fromcompetent and conc

6、erned interests have had an opportunity to participate. The proposed code or standard was madeavailable for public review and comment that provides an opportunity for additional public input from industry, academia,regulatory agencies, and the public-at-large.ASME does not approve, rate, or endorse

7、any item, construction, proprietary device, or activity.ASME does not take any position with respect to the validity of any patent rights asserted in connection with anyitems mentioned in this document, and does not undertake to insure anyone utilizing a standard against liability forinfringement of

8、 any applicable letters patent, nor assume any such liability. Users of a code or standard are expresslyadvised that the determination of the validity of any such patent rights, and the risk of infringement of such rights, isentirely their own responsibility.Participation by federal agency represent

9、ative(s) or person(s) affiliated with industry is not to be interpreted asgovernment or industry endorsement of this code or standard.ASME accepts responsibility for only those interpretations of this document issued in accordance with the establishedASME procedures and policies, which precludes the

10、 issuance of interpretations by individuals.No part of this document may be reproduced in any form,in an electronic retrieval system or otherwise,without the prior written permission of the publisher.The American Society of Mechanical EngineersTwo Park Avenue, New York, NY 10016-5990Copyright 2015 b

11、yTHE AMERICAN SOCIETY OF MECHANICAL ENGINEERSAll rights reservedPrinted in U.S.A.CONTENTSForeword ivCommittee Roster . viCorrespondence With the B32 Committee vii1 Scope 12 Size 13 Materials . 14 Wall Thickness 15 Weights 16 Permissible Variations . 17 Pipe Threads . 18 Wall Thickness Designations .

12、 19 Wall Thickness Selection 2Table1 Dimensions and Weights of Welded and Seamless Wrought Steel Pipe . 3iiiFOREWORDIn March 1927, the American Standards Association authorized the organization of a SectionalCommittee on Standardization of Dimensions and Material of Wrought Steel and Wrought IronPip

13、e and Tubing for the purpose of unifying the standards of these commodities in force in thiscountry. The American Society for Testing and Materials and The American Society of MechanicalEngineers were designated as sponsors, and the first meeting of the Sectional Committee washeld in Pittsburgh, Pen

14、nsylvania, on May 18, 1928.The dimensions of commercial pipe in general use in the United States at the time conformedrather generally to those recommended by the ASME Committee on Standard Pipe and PipeThreads published in 1886 (ASME Transactions, Vol. VIII, p. 29). On these standards an enormousin

15、dustry has been built and the satisfactory use of this product proves the soundness of theoriginal design and specification.Increasingly severe service demands at the time of the Committees organization had been metby using the nearest available pipe or tubing for heavier sections such as casing, me

16、chanicaltubing, etc., with resulting uneconomical multiplicity of wall thicknesses.Subsequently, the Committee, with the cooperation of the industry, made a survey of existingpractice as the logical starting point for the development of an American Standard. From thissurvey, a table was designed to

17、provide a selection of wall thicknesses of pipe to cover the powerpiping requirements of industry where strength to resist internal pressure governs selection andwas later expanded to include pipe diameters and thicknesses used in other industries.The original intent of the Committee was to establis

18、h a system of Schedule Numbers for pipesize/wallthicknesscombinationswhichwouldhaveanapproximatelyuniformrelationshipequalto 1000 times the P/S expression contained in the modified Barlow formula for pipe wall thicknessas definedin theAppendix* to thisstandard. Theresulting Numbers departedso farfro

19、m existingwall thicknesses in common use that the original intent could not be accomplished. The ScheduleNumbers were then adopted strictly as a convenient designation system for use in ordering.In all cases, the designer must base his selection on the rules and allowable stresses set by thecode whi

20、ch governs his particular construction. The table is dimensionally complete for all sizesand wall thicknesses within its scope, but some of the larger, heavier wall sections are beyondthe capability of seamless mill production and must be obtained from forged and bored billetsor other sources.The fi

21、rst issue of this standard was given with the designation American Standard “tentative”by the American Standards Association in November 1935. Subsequent slight revisions to Table 1and the footnotes of the dimensional tables were approved and the ASA changed the designationto American Standard; the

22、date of ASA approval was April 28, 1939.Further revisions were made by the Sectional Committee. The list of specifications in Table 1was revised where necessary and slight revisions in wall thicknesses of some of the large sizesof the heavy schedules were made where P/S values were out of line.It wa

23、s the hope in 1939 that the designation of pipe used commercially by all industry asStandardweight,Extra-Strong,andDoubleExtra-StrongwouldgraduallybereplacedbyScheduleNumberdesignation.However,owingtocustomsofover50yearsstanding,demandandproduc-tion of pipe to these traditional dimensions is undimin

24、ished. Consequently, in response to ademand from users, accepted practice for dimensions and weights of commercial wrought steelandweldedwroughtironpipewereadded.ThesechangesweredesignatedanAmericanStandardon February 23, 1950.* This Appendix, which appeared in the 1975 edition, was later removed.iv

25、Subcommittee No. 1 was reorganized in 1957. In addition to necessary editorial changes, asimplified format was selected for the tables of weights and dimensions so as to include andidentify the sizes and weights of API Standards 5L and 5LX. These changes to the standard wereapproved and it was desig

26、nated an American Standard on December 21, 1959.The standard was revised in 1969. A uniform method to calculate the plain end weight of steelpipe was included, and minor adjustments were made in the tabulated weights of steel pipe inTable 2 to conform to this new method. Additional sizes and thickne

27、sses of steel pipe that hadcome into common use were also added to Table 2. Inasmuch as API Standard 5L no longerincluded wrought iron pipe, reference to this API Standard was deleted from Table 3. Thesechanges to the standard were approved and it was designated an American National Standardon Febru

28、ary 3, 1970.Further revisions were made to the standard in 1975. Additional sizes and thicknesses of steelpipe that had been added to API specifications were added to Table 2. Table 3, Dimensions andWeights of Welded Wrought Iron Pipe, was deleted in its entirety, since wrought iron pipe is nolonger

29、produced.ThesechangesinthestandardwereapprovedanditwasdesignatedanAmericanNational Standard on June 5, 1975.The standard was revised in 1978 to include SI metric dimensions. The outside diameter andwall thicknesses were converted to millimeters by multiplying the inch dimensions by 25.4.Outsidediame

30、terslargerthan16in.wereroundedtothenearestmillimeter,andoutsidediameters16 in. and smaller were rounded to the nearest 0.1 mm. Wall thicknesses were rounded to thenearest 0.01 mm. These converted and rounded SI metric dimensions were added to Table 2. AformulatocalculatetheSImetricplainendmass,inkil

31、ogramspermeter,usingSImetricdiametersand thicknesses was added to section 5. The SI metric plain end mass was calculated and wasaddedtoTable2.ThesechangesinthestandardwereapprovedanditwasdesignatedanAmericanNational Standard on July 18, 1979.Further revisions were made in 1984. The ANSI designations

32、, which are no longer in use, weredeleted from Table 1, and the list of specifications was revised to agree with current ASTM andAPI specifications. Additional sizes and thicknesses which had been added to API specificationswere added to Table 2. That edition was approved as an American National Sta

33、ndard onAugust 19, 1985.The next edition included additional wall thicknesses and was approved by the AmericanNational Standards Institute on August 24, 1995.The 1996 edition contained revisions to Table 2, adding pipe sizes, changing some plain endweightsand masses,identifyingmetric pipebythe dimen

34、sionlessdesignatorDN, andeliminatingthe API Specification column. The 1996 edition was approved as an American National Standardon September 23, 1996.The 2000 edition contained revisions to Table 2 to include the revised density for steel incorpo-rated into section 5 previously. Table 1 was deleted

35、and other editorial changes to Sections 1, 2,3, 5, 8, and 9 were made. The 2000 edition was approved as an American National Standard onDecember 1, 2000.The 2004 edition contained revisions to section 5 and Table 1. It corrected the equation fornominal plain end weight. It added the missing DN sched

36、ule numbers in Table 1. This editionwas approved as an American National Standard on June 23, 2004.The 2015 edition contains revisions to Table 1 by removing Note (3) and its references. The2015 edition was approved as an American National Standard on June 16, 2015.vASME B32 COMMITTEEMetal and Metal

37、 AlloyWrought Mill Product Nominal Sizes(The following is the roster of the Committee at the time of approval of this Standard.)OFFICERSJ. A. Gruber, ChairA. R. Amaral, SecretaryCOMMITTEE PERSONNELA. R. Amaral, The American Society of Mechanical EngineersD. O. Bankston, Jr., ConsultantD. Frikken, Be

38、cht Engineering Co.J. A. Gruber, J A Gruber & AssociatesR. A. McLeod, General Electric Co.M. L. Nayyara, NICEA. P. Rangus, BechtelR. Reamy, Turner Industries GroupM. H. Skinningberg, ConsultantF. W. Tatar, FM GlobalviCORRESPONDENCE WITH THE B32 COMMITTEEGeneral. ASME Standards are developed and main

39、tained with the intent to represent theconsensus ofconcerned interests. Assuch, users ofthis Standard mayinteract with theCommitteeby proposing revisions or a Case, and attending Committee meetings. Correspondence shouldbe addressed to:Secretary, B32 Standards CommitteeThe American Society of Mechan

40、ical EngineersTwo Park AvenueNew York, NY 10016-5990http:/go.asme.org/InquiryProposing Revisions. Revisions are made periodically to the Standard to incorporate changesthatappearnecessaryor desirable,asdemonstratedbytheexperience gainedfromtheapplicationof the Standard. Approved revisions will be pu

41、blished periodically.The Committee welcomes proposals for revisions to this Standard. Such proposals should beas specific as possible, citing the paragraph number(s), the proposed wording, and a detaileddescription of the reasons for the proposal, including any pertinent documentation.Proposing a Ca

42、se. Cases may be issued for the purpose of providing alternative rules whenjustified, to permit early implementation of an approved revision when the need is urgent, or toprovide rules not covered by existing provisions. Cases are effective immediately uponASME approval and shall be posted on the AS

43、ME Committee Web page.Requests for Cases shall provide a Statement of Needand Background Information. The requestshould identify the Standard and the paragraph, figure, or table number(s), and be written as aQuestion and Reply in the same format as existing Cases. Requests for Cases should also indi

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46、ary device, or activity.Attending Committee Meetings. The B32 Standards Committee regularly holds meetings and/or telephone conferences that are open to the public. Persons wishing to attend any meetingand/ortelephoneconferenceshouldcontacttheSecretaryoftheB32StandardsCommittee.FutureCommittee meeti

47、ng dates and locations can be found on the Committee Page atgo.asme.org/B32committee.viiINTENTIONALLY LEFT BLANKviiiASME B36.10M-2015WELDED AND SEAMLESS WROUGHT STEEL PIPE1 SCOPEThis Standard covers the standardization of dimen-sions of welded and seamless wrought steel pipe forhigh or low temperatu

48、res and pressures.The word pipe is used, as distinguished from tube,toapply to tubular products of dimensions commonly usedfor pipeline and piping systems. Pipe NPS 12 (DN 300)and smaller have outside diameters numerically largerthan their corresponding sizes. In contrast, the outsidediameters of tu

49、bes are numerically identical to the sizenumber for all sizes.2 SIZEThe size of all pipe is identified by the nominalpipe size.The manufacture of pipe NPS18(DN 6) to NPS 12(DN 300), inclusive, is based on a standardized outsidediameter (O.D.). This O.D. was originally selected sothat pipe with a standard O.D. and having a wall thick-ness that was typical of the period would have an insidediameter (I.D.) approximately equal to the nominal size.Although there is no such relation between the existingstandard thickness O.D. and nominal size thesenominal sizes and stan