ASTM A134-1996(2005) Standard Specification for Pipe Steel Electric-Fusion (Arc)-Welded (Sizes NPS 16 and Over)《电熔(电弧)焊钢管(NPS为16英寸和16英寸以上)的标准规范》.pdf

《ASTM A134-1996(2005) Standard Specification for Pipe Steel Electric-Fusion (Arc)-Welded (Sizes NPS 16 and Over)《电熔(电弧)焊钢管(NPS为16英寸和16英寸以上)的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM A134-1996(2005) Standard Specification for Pipe Steel Electric-Fusion (Arc)-Welded (Sizes NPS 16 and Over)《电熔(电弧)焊钢管(NPS为16英寸和16英寸以上)的标准规范》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A 134 96 (Reapproved 2005)Standard Specification forPipe, Steel, Electric-Fusion (Arc)-Welded (Sizes NPS 16 andOver)1This standard is issued under the fixed designation A 134; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revi

2、sion, 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.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 This specification

3、 covers electric-fusion (arc)-weldedstraight seam or spiral seam steel pipe NPS 16 and over indiameter (inside or outside as specified by purchaser), withwall thicknesses up to34 in. (19.0 mm), inclusive. Pipe havingother dimensions may be furnished provided such pipe com-plies with all other requir

4、ements of this specification.NOTE 1Acceptability for many services may be controlled by codesor standards such as those published by the American National StandardsInstitute and American Society of Mechanical Engineers.NOTE 2For testing methods not specifically covered in this specifi-cation, refere

5、nce can be made to Test Methods and DefinitionsA 370, withparticular reference to Annex A2 on Steel Tubular Products.NOTE 3A comprehensive listing of standardized pipe dimensions iscontained in ANSI B 36.10.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in

6、parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.NOTE 4The dimensionless designator NPS (nominal pipe size) hasbeen substituted in this standard for such traditional terms as “nominaldiameter,” “size,” and “nominal size.”1.3 Th

7、e following caveat pertains specifically to Section 5of this specification. This standard does not purport to addressall of the safety concerns, if any, associated with its use. It isthe responsibility of the user of this standard to establishappropriate safety and health practices and determine the

8、applicability of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2A 36/A 36M Specification for Carbon Structural SteelA 283/A 283M Specification for Low and IntermediateTensile Strength Carbon Steel PlatesA 285/A 285M Specification for Pressure Vessel Plates,Carbon Stee

9、l, Low- and Intermediate-Tensile StrengthA 370 Test Methods and Definitions for Mechanical Testingof Steel ProductsA 570/A 570M Specification for Steel, Sheet and Strip,Carbon, Hot-Rolled32.2 ASME Boiler and Pressure Vessel Code:Section IX Welding Qualifications42.3 American National Standards Insti

10、tute Standard:B 16.25 Buttwelding Ends5B 36.10 Welded and Seamless Wrought Steel Pipe53. Ordering Information3.1 Orders for material under this specification shouldinclude the following, as required, to describe the desiredmaterial adequately:3.1.1 Quantity (feet, metres, or number of lengths),3.1.2

11、 Name of material (electric-fusion (arc)-welded pipe),3.1.3 Grade (Section 4),3.1.4 Size (inside or outside diameter and nominal wallthickness),3.1.5 Length (specified or random),3.1.6 Specific straightness requirements (see 12.3),3.1.7 End finish (Section 15),3.1.8 Hydrostatic test pressure (Sectio

12、n 11),3.1.9 ASTM designation, and3.1.10 End use of material.4. Material4.1 The steel from which the pipe is made shall conform toSpecificationsA 283/A 283M,A 285/A 285M,A 570/A 570M,or A 36/A 36M or to other ASTM specifications for equallysuitable weldable material, as specified. For purposes ofmark

13、ing and certification, when required, the pipe grade of1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.09 on Carbon Steel Tubular Products.Current edition approved Oct. 1, 2005. Publis

14、hed October 2005. Originallyapproved in 1931. Last previous edition approved in 2001 as A 134 96 (2001).2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standard

15、s Document Summary page onthe ASTM website.3Withdrawn.4Available from American Society of Mechanical Engineers, 345 E. 47th St.New York, NY 10017.5Available from American National Standards Institute, 11 West 42nd St., 13thFloor, New York, NY 10036.1Copyright ASTM International, 100 Barr Harbor Driv

16、e, PO Box C700, West Conshohocken, PA 19428-2959, United States.material shall be established by the A xxx plate specificationdesignation and plate grade, when applicable.5. Manufacture5.1 The longitudinal edges of the steel shall be shaped togive the most satisfactory results by the particular weld

17、ingprocess employed. The steel shall then be properly formed andmay be tacked preparatory to welding. The weld shall be madeby automatic means (except tack welds) and shall be ofreasonably uniform width and height for the entire length of thepipe. By agreement between the purchaser and the manufac-t

18、urer, manual welding by qualified procedure and welders maybe used as an equal alternate under this specification.5.2 All longitudinal seams, spiral seams, and shop girthseams shall be butt-welded.6. Number of Production Weld Tests6.1 One weld test specimen specified in Section 8 shall bemade from e

19、ach lot of 3000 ft (900 m) of pipe or fractionthereof of each size and wall thickness.6.2 If any test specimen shows defective machining ordevelops flaws not associated with the welding, it may bediscarded and another specimen substituted.6.3 Each length of pipe shall be subjected to the hydrostatic

20、test specified in Section 11, unless otherwise specified in 11.3.7. Retests7.1 If any specimen tested in accordance with Section 10fails to meet the requirements, retests of two additionalspecimens from the same lot of pipe shall be made, each ofwhich shall meet the requirements specified. If any of

21、 theretests fail to conform to the requirements, test specimens maybe taken from each untested pipe length at the manufacturersoption. Each specimen shall meet the requirements specified,or that pipe shall be rejected.8. Test Specimens of Production Welds8.1 The weld-test specimens for the reduced-s

22、ection tensiontest shall be taken perpendicularly across the weld and from theend of the pipe or, alternatively, from flat test pieces of materialconforming to the requirements in the specifications used in themanufacture of the pipe. The alternative weld-test specimensshall be welded with the same

23、procedure and by the sameoperator and equipment, and in sequence with the welding ofthe longitudinal joints in the pipe. The test pieces shall have theweld approximately in the middle of the specimen. Thespecimens shall be straightened cold, and shall be tested atroom temperature.8.2 Reduced-section

24、 tension-test specimens shall be pre-pared in accordance with Fig. 21 of Test Methods andDefinitions A 370.9. Qualification of Welding Procedure9.1 The welding procedure shall be qualified in accordancewith the American Welding Society Standard QualificationProcedure6or ASME Section IX of the Boiler

25、 and PressureVessel Code as agreed to between the manufacturer and thepurchaser using the tests and test values specified in 9.2 and9.3. Thicknesses less than38 in. (10 mm) shall be qualified foreach wall thickness of pipe manufactured. Thicknesses38 to34in. (10 mm to 19.0 mm), inclusive, shall be q

26、ualified in38-in.(10-mm) thickness.9.2 Two reduced-section tension specimens (transverseweld) made in accordance with Fig. 21 of Test Methods andDefinitions A 370, with the weld reinforcement removed, shallshow a tensile strength not less than 100 % of the minimumspecified tensile strength of the ba

27、se material used.9.3 Two face-bend test specimens shall be prepared inaccordance with Fig. 2(a) of Test Methods and DefinitionsA 370 and shall withstand being bent 180 in a jig substantiallyin accordance with Fig. 30 of Test Methods and DefinitionsA 370. The bend test shall be acceptable if no crack

28、s or otherdefects exceeding18 in. (3.2 mm) in any direction be present inthe weld metal or between the weld and the pipe metal afterbending. Cracks that originate along the edges of the speci-mens during testing and that are less than14 in. (6.3 mm) inany direction, shall not be considered.10. Tensi

29、le Properties of Production Welds10.1 Reduced-section tension test specimens required inSection 8, taken perpendicularly across the weld with the weldreinforcement removed, shall show a tensile strength not lessthan 95 % of the specified minimum strength of the steel. Atthe manufacturers option, the

30、 test may be made withoutremoving the weld reinforcement, in which case the tensilestrength shall be not less than the specified minimum tensilestrength for the grade of steel used.11. Hydrostatic Test (Note 5)11.1 Each length of pipe shall be tested by the manufacturerto a hydrostatic pressure that

31、 will produce in the pipe wall astress of 60 % of the specified minimum yield point of the steelused at room temperature. The pressure shall be determined bythe following equation:P 5 2St/Dwhere:P = minimum hydrostatic test pressure, psi (Note 6) (not toexceed 2800 psi (19 MPa),S = 0.60 times the mi

32、nimum specified yield point of thesteel used, psi (MPa),t = specified wall thickness, in. (mm), andD = specified outside diameter, in. (mm).NOTE 5A hydrostatic sizing operation is not to be considered a6Available from American Welding Society, 550 N.W. LeJeune Rd., Miami, FL33135.A 134 96 (2005)2hyd

33、rostatic test or a substitute for it.NOTE 6When the diameter and wall thickness of pipe are such thatthe capacity limits of testing equipment are exceeded by these require-ments, the test pressures may be reduced by agreement between thepurchaser and the manufacturer.11.2 Test pressure shall be held

34、 for not less than 5 s, or fora longer time as agreed upon between the purchaser and themanufacturer.NOTE 7When agreed upon between the purchaser and the manufac-turer and so stated on the order, pipe may be tested to one and one halftimes the specified working pressure, except that the maximum test

35、pressure shall not exceed 2800 psi (19 MPa) nor shall the maximum fiberstress exceed 85 % of specified minimum yield point of steel or to a fiberstress that does not exceed 85 % of the specified minimum yield point ofthe steel or 2800-psi (19-MPa) test pressure.11.3 When specified in the order, pipe

36、 may be furnishedwithout hydrostatic testing and each length so furnished shallinclude the mandatory marking of the letters “NH.” Addition-ally, the certification, when required, shall state “Not Hydro-statically Tested” and the specification number and materialgrade, as shown on the certification,

37、shall be followed by theletters “NH.”12. Permissible Variations in Weights and Dimensions12.1 Thickness and WeightThe wall thickness and weightfor welded pipe under this specification shall be governed bythe requirements of the specifications to which the steel wasordered.12.2 CircumferenceThe outsi

38、de circumference of the pipeshall not vary more than 60.5 % from the nominal outsidecircumference based upon the diameter specified, except thatthe circumference at ends shall be sized, if necessary, to meetthe requirements of Section 14.12.3 StraightnessFinished pipe shall be commerciallystraight.

39、When specific straightness requirements are desired,the order should so state, and the tolerances shall be a matter ofagreement between the purchaser and the manufacturer.12.4 OvalityOut-of-roundnessThe difference betweenmajor and minor outside diameter shall not exceed 1 %. Closertolerances may be

40、established by agreement between themanufacturer and the purchaser. Where the D/T (outsidediameter/wall thickness) is over 120, internal bracing should beutilized to achieve sizing of ends and ovality shall be byagreement between the manufacturer and purchaser.13. Lengths13.1 Pipe lengths shall be s

41、upplied in accordance with thefollowing regular practice:13.1.1 The lengths shall be as specified on the order with atolerance of 612 in. (13 mm), except that the shorter lengthsfrom which test coupons have been cut may also be shipped.13.1.2 When random lengths are specified, pipe shall befurnished

42、 in lengths having a minimum average of 29 ft (9 m)with a minimum length of 20 ft (6 m), but not more than 5 %may be under 25 ft (8 m).13.2 Pipe lengths containing circumferentially welded joints(Note 8) shall be permitted by agreement between the manu-facturer and the purchaser. Tests of these weld

43、ed joints shall bemade in accordance with the procedure tests specified inSection 9 and the production weld tests specified in Section 10.The number of production weld tests shall be one per each lotof 100 joints or fraction thereof, but not less than one for eachwelder or welding operator.NOTE 8Joi

44、nts are defined for the purpose of this specification as acircumferential welded seam lying in one plane, used to join lengths ofstraight pipe.14. Ends14.1 Pipe shall be furnished with a plain right-angle cut orwith bevel ends as specified. All burrs at the ends of pipe shallbe removed.14.1.1 Unless

45、 otherwise specified, pipe with beveled endsshall meet the requirements of ANSI B 16.25.14.2 Unless otherwise specified, the outside circumferenceof pipe ends for a distance of not less than 4 in. (100 mm) shallnot vary more than 660 % of the nominal wall thickness of thepipe from the nominal outsid

46、e circumference based on thediameter specified, except that the tolerance shall not be lessthan 6316 in. (5 mm).14.3 By agreement between the manufacturer and the pur-chaser the ends of the pipe may be sized within agreed-upontolerances if necessary to meet the requirements of specialinstallations.1

47、5. Finish15.1 Repair by WeldingThe welding of injurious defectsin the pipe wall, provided their depth does not exceed one thirdthe specified wall thickness, will be permitted. Defects in thewelds, such as sweats or leaks, shall be repaired or the piecerejected at the option of the manufacturer. Repa

48、irs of thisnature shall be made by completely removing the defect,cleaning the cavity, and then welding.15.2 All repaired pipe shall be tested hydrostatically inaccordance with Section 11, unless otherwise specified in 11.3.16. Inspection16.1 The inspector representing the purchaser shall haveentry

49、at all times while work on the contract of the purchaseris being performed, to all parts of the manufacturers worksthat concern the manufacture of the material ordered. Themanufacturer shall afford the inspector all reasonable facilitiesto satisfy him that the material is being furnished in accordancewith this specification.All tests and inspection shall be made atthe place of manufacture prior to shipment and unless other-wise specified, shall be so conducted as not to interfereunnecessarily with the operation of the works. If agreed upon,the manufacturer