ASTM A381-1996(2005) Standard Specification for Metal-Arc-Welded Steel Pipe for Use With High-Pressure Transmission Systems《高压输送用金属弧焊钢管的标准规范》.pdf

《ASTM A381-1996(2005) Standard Specification for Metal-Arc-Welded Steel Pipe for Use With High-Pressure Transmission Systems《高压输送用金属弧焊钢管的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM A381-1996(2005) Standard Specification for Metal-Arc-Welded Steel Pipe for Use With High-Pressure Transmission Systems《高压输送用金属弧焊钢管的标准规范》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A 381 96 (Reapproved 2005)Standard Specification forMetal-Arc-Welded Steel Pipe for Use With High-PressureTransmission Systems1This standard is issued under the fixed designation A 381; the number immediately following the designation indicates the year oforiginal adoption or, in the ca

2、se of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers straight seam, double-submerged-arc-welded steel pipe (Note 1)

3、suitable for high-pressure service, 16 in. (406 mm) and larger in outsidediameter, with wall thicknesses from516 to 112 in. (7.9 to 38mm). The pipe is intended for fabrication of fittings andaccessories for compressor or pump-station piping. Pipe or-dered to this specification shall be suitable for

4、bending,flanging (vastoning), corrugating, and similar operations.NOTE 1A comprehensive listing of standardized pipe dimensions iscontained in ANSI B36.10.NOTE 2The term “double welded” is commonly used in the gas andoil transmission industry, for which this pipe is primarily intended, toindicate we

5、lding with at least two weld passes, of which one is on theoutside of the pipe and one on the inside. For some sizes of the pipecovered by this specification, it becomes expedient to use manual welding,in which case the provisions of Note 3 shall be followed.1.2 Nine classes of pipe, based on minimu

6、m yield pointrequirements, are covered as indicated in Table 1.1.3 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.4 The following cave

7、at applies to the test methods por-tion, Sections 9 and 10, only. This standard does not purport toaddress all of the safety concerns, if any, associated with itsuse. It is the responsibility of the user of this standard toestablish appropriate safety and health practices and deter-mine the applicab

8、ility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2A 370 Test Methods and Definitions for Mechanical Testingof Steel ProductsA 530/A 530M Specification for General Requirements forSpecialized Carbon and Alloy Steel PipeE30 Test Methods for Chemical Analysis of St

9、eel, CastIron, Open-Hearth Iron, and Wrought Iron32.2 ASME Boiler and Pressure Vessel Code:4Section VIII Pressure VesselsSection IX Welding Qualifications2.3 ANSI Standard:5ANSI B36.10 Welded and Seamless Wrought Steel Pipe3. Ordering Information3.1 Orders for material to this specification should i

10、ncludethe following, as required, to describe the desired materialadequately:3.1.1 Quantity (feet, centimetres, or number of lengths),3.1.2 Name of material (metal-arc welded pipe),3.1.3 Class (Table 1),3.1.4 Material (carbon or alloy steel, Section 5),3.1.5 Size (outside diameter and wall thickness

11、),3.1.6 Length (specific or random) (Section 13),3.1.7 Ends (Section 14),3.1.8 Heat treatment (stress-relieved or normalized) (see5.6),3.1.9 Optional requirements (see 5.2 (Note 3), Sections 11and 15),1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel, and R

12、elated Alloys, and is the direct responsibility of SubcommitteeA01.09 on Carbon Steel Tubular Products.Current edition approved Oct. 1, 2005. Published October 2005. Originallyapproved in 1954. Last previous edition approved in 2001 as A 381 96 (2001).2For referenced ASTM standards, visit the ASTM w

13、ebsite, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Withdrawn.4Available from American Society of Mechanical Engineers, 345 E. 47th St.,New York, NY 10017.5Avai

14、lable from American National Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036.TABLE 1 Tensile RequirementsClass Yield Strength,min, psi (MPa)Tensile Strength,min, psi (MPa)Elongation in 2 in.(50.8 mm),min, %Y 35 35 000 (240) 60 000 (415) 26Y 42 42 000 (290) 60 000 (415) 25Y 4

15、6 46 000 (316) 63 000 (435) 23Y 48 48 000 (330) 62 000 (430) 21Y 50 50 000 (345) 64 000 (440) 21Y 52 52 000 (360) 66 000 (455) 20Y 56 56 000 (385) 71 000 (490) 20Y 60 60 000 (415) 75 000 (515) 20Y 65 65 000 (450) 77 000 (535) 201Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West

16、Conshohocken, PA 19428-2959, United States.3.1.10 Specification number, and3.1.11 Special requirements or exceptions to this specifica-tion.4. General Requirements4.1 Material furnished to this specification shall conform tothe applicable requirements of the current edition of Specifi-cation A 530/A

17、 530M, unless otherwise provided herein.5. Materials and Manufacture5.1 The steel plate used in the manufacture of the pipe shallbe of suitable welding quality carbon steel, or of suitablewelding quality high-strength, low-alloy steel, as agreed uponbetween the manufacturer and purchaser.5.2 The lon

18、gitudinal edges of the plate shall be shaped togive the most satisfactory results by the particular weldingprocess employed. The plate shall be properly formed and maybe tacked preparatory to welding. The weld (except tack welds)shall be made preferably by the automatic submerged-arc-welding process

19、 (Note 3) and shall be of reasonably uniformwidth and height for the entire length of the pipe.NOTE 3By agreement between the manufacturer and the purchaser,manual welding by qualified welders using a qualified procedure may beused as an equal alternate to this specification.5.3 Both longitudinal an

20、d circumferential (if any) jointsshall be double welded, full penetration welds being made inaccordance with procedures and by welders or welding opera-tors qualified in accordance with the ASME Boiler andPressure Vessel Code, Section IX.5.4 The contour of the reinforcement shall be smooth, withno v

21、alley or groove along the edge or in the center of the weld,and the deposited metal shall be fused smoothly and uniformlyinto the plate surface. The finish of the welded joint shall bereasonably smooth and free from irregularities, grooves, ordepressions.5.5 All pipe, after welding, shall be heat tr

22、eated at atemperature of 1100F (593C) or higher.5.6 When specified in the purchase order, all pipe afterwelding shall be heated at 1650 to 1750F (899 to 954C) andair cooled.6. Chemical Composition6.1 The carbon steels shall conform to the requirements asto chemical composition specified in Table 2.6

23、.2 The high-strength low-alloy steels shall be of specifiedchemical composition in order to ensure weldability andspecified minimum tensile properties including elongation.6.3 Mill test reports, as provided by the manufacturer of theplate, shall be furnished representing the chemical analysis ofeach

24、 heat of steel from which the plates are rolled. Thischemical analysis shall conform to the requirements of 5.1, 6.1,or 6.2.6.4 For referee purposes, Test Methods E30shall be used.7. Tensile Requirements7.1 The tensile properties of transverse body-test specimenstaken from the finished pipe shall co

25、nform to the requirementsprescribed in Table 1. The tensile strength of the transverseweld-test specimens shall conform to that specified in Table 1.7.2 Transverse body-test specimens shall be taken approxi-mately opposite the weld; transverse weld-test specimens shallbe taken with the weld at the c

26、enter of the specimen. For pipewall thicknesses up to34 in. (19 mm), incl, all transverse testspecimens shall be approximately 112 in. (38 mm) wide in thegauge length and shall represent the full wall thickness of thepipe from which the specimen was cut (see Fig. 23, TestMethods and Definitions A 37

27、0). For pipe with wall thick-nesses over34 in. (19 mm), the standard 0.505-in. (12.83-mm)round tension test specimen with 2-in. (50.8-mm) gauge lengthshall be used (see Fig. 5, Test Methods and Definitions A 370).7.3 If the tension test specimen from any lot of pipe fails toconform to the requiremen

28、ts for the particular grade of pipeordered, the manufacturer may elect to make retests on twoadditional lengths of pipe from the same lot, each of whichshall conform to the requirements prescribed in Table 2.Ifoneor both of the retests fail to conform to the requirements, themanufacturer may elect t

29、o test each of the remaining lengths ofpipe in the lot. Retests are required only for the particular testwith which the pipe specimen did not comply originally.7.4 All test specimens which are flattened cold may bereheat treated before machining.8. Transverse Guided-Bend Tests Weld8.1 Transverse wel

30、d test specimens shall be subject to faceand root guided-bend tests. The specimens shall be approxi-mately 112 in. (38.1 mm) wide, at least 6 in. (152 mm) inlength with the weld at the center, and shall be machined inaccordance with Fig. 1. One specimen shall be bent with theinside surface of the pi

31、pe against the plunger, and the otherspecimen with the outside surface against the plunger. Thedimensions of the plunger for the bending jig shall be inaccordance with Fig. 2 and the other dimensions shall besubstantially as shown in Fig. 2.8.2 The bend test shall be acceptable if no cracks or other

32、defects exceeding18 in. (3.17 mm) in any direction are presentin the weld metal or between the weld and pipe metal afterbending. Cracks which originate along the edges of thespecimen during testing, and that are less than14 in. (6.35mm), measured in any direction, shall not be considered.9. Hydrosta

33、tic Test9.1 Each length of pipe with wall thickness of12 in. (12.7mm) and less shall be tested to a hydrostatic pressure whichwill produce in the pipe wall a stress of not less than 85 % ofthe minimum specified yield point. This pressure shall bedetermined by the following equation:P 5 2St/DTABLE 2

34、Chemical Requirements for Carbon Steels on ProductAnalysisElement Composition, %, maxLadle CheckCarbon 0.26 0.30Manganese 1.40 1.50Phosphorus 0.025 0.030Sulfur 0.025 0.025A 381 96 (2005)2where:P = hydrostatic test pressure, psi,S = 85 % of the specified minimum yield strengthof Table 1,t = specified

35、 wall thickness, in., andD = specified outside diameter, in.9.2 Each length of pipe with a wall thickness over12 in.(12.7 mm) shall be tested to a hydrostatic pressure calculatedas in 9.1 except that the stress S shall be 70 % of the specifiedyield point, and that a 3000-psi (20.6-MPa) maximum testp

36、ressure shall apply.9.3 When specified in the order, pipe may be furnishedwithout hydrostatic testing, and each length so furnished shallinclude with the mandatory marking the letters “NH.”9.4 When certification is required by the purchaser and thehydrostatic test has been omitted, the certification

37、 shall clearlystate “Not Hydrostatically Tested,” and the specification num-ber and class, as shown on the certification, shall be followedby the letters “NH.”10. Mechanical Tests Required10.1 Transverse Body Tension TestOne test shall be madeon one length of pipe from each lot of 100 lengths or les

38、s, ofeach size and heat, to determine the yield strength, tensilestrength, and percent of elongation in 2 in. (50.8 mm).10.2 Transverse Weld Tension TestOne test shall be madeon one length of pipe from each lot of 100 lengths or less, ofeach size, for tensile strength only.10.3 Transverse Guided-Ben

39、d Weld Test:10.3.1 Two weld bend test specimens as described in 8.1shall be cut from a length of pipe from each lot of 50 lengthsor less, of each size. Bend test specimens shall be cut from pipeends which have not been repaired.10.3.2 If either test fails to conform to specified require-ments, the m

40、anufacturer may elect to make retests on twoadditional lengths of pipe from the same lot, each of whichshall conform to the requirements specified in 8.2. If any of theretests fail to conform to the requirements, the manufacturermay elect to test each of the remaining lengths of pipe in thelot.10.4

41、Hydrostatic TestEach length of pipe shall be sub-jected to the hydrostatic test.11. Radiographic Examination11.1 The manufacturer shall employ radiography as a pro-duction control on the welding employed in the manufacture ofpipe to this specification.At least 5 % of the total linear footageof weldi

42、ng shall be subjected to radiographic examination toensure that the welding equipment is consistently producingthe required quality. The selection of the sections to be soexamined shall be at the discretion of the manufacturersinspector. The purchasers inspector shall have access to theradiographic

43、films and records of current production.11.2 When so specified on the purchase order, all weldingperformed under these specifications shall be fully radio-graphed. The procedures and requirements shall conform toParagraph UW-51 of the ASME Boiler and Pressure VesselCode, Section VIII (latest edition

44、).12. Permissible Variations in Dimensions12.1 Permissible variations in dimensions shall not exceedthe following:12.1.1 Outside Diameter60.5 % of the specified outsidediameter for the outside diameter based on circumferentialmeasurement, except that in sizes 24 in. (610 mm) and smallerthis toleranc

45、e shall be 618 in. (3.2 mm).12.1.2 Out-of-Roundness1 %, that is, the difference be-tween the major and minor outside diameter.12.1.3 ThicknessThe minimum wall thickness shall notbe more than 0.01 in. (0.25 mm) under the specified thickness.Localized (isolated and noncontinuous) reductions in wallthi

46、ckness caused by noninjurious surface defects may bepermitted up to a depth not exceeding 612 % the specified pipewall thickness.FIG. 1 Transverse Face- and Root-Bend Test SpecimensA 381 96 (2005)313. Lengths13.1 Unless otherwise specified, pipe shall be furnished inapproximately 20-ft (6.1-m) lengt

47、hs.13.2 Where longer lengths are required, circumferentiallywelded joints shall be permitted.13.3 Shorter lengths, when required, shall be specified in theorder.14. Ends14.1 Pipe ends shall be furnished beveled as specified in theorder. The width of the end shall be116 in. (1.6 mm) with atolerance o

48、f 6132 in. (0.8 mm).14.2 The end of the pipe shall not be out of square morethan116 in. (1.6 mm).15. Workmanship, Finish, and Appearance15.1 The finished pipe shall be free of injurious defects andshall have a workmanlike finish.15.2 Repair of Plate Defects by Machining or GrindingPipe showing moder

49、ate slivers may be machined or groundinside or outside to a depth which shall ensure the removal ofall included scale and slivers, providing the wall thickness isnot reduced below the specified minimum wall thickness.15.3 Repair of Plate Defects by WeldingRepair of platedefects by welding shall be permitted. Welding of injuriousdefects shall not be permitted when the depth of defect exceeds3313 % of the specified pipe wall thickness or the length ofrepair exceeds 25 % of the specified diameter of the pipe.Metric Equivalentsin. mm in. mm in. mm116 1