ASTM A1005 A1005M-2000(2004) Standard Specification for Steel Line Pipe Black Plain End Longitudinal and Helical Seam Double Submerged-Arc Welded《纵缝和螺旋缝双埋弧焊平端黑色钢管线管标准规范》.pdf

《ASTM A1005 A1005M-2000(2004) Standard Specification for Steel Line Pipe Black Plain End Longitudinal and Helical Seam Double Submerged-Arc Welded《纵缝和螺旋缝双埋弧焊平端黑色钢管线管标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM A1005 A1005M-2000(2004) Standard Specification for Steel Line Pipe Black Plain End Longitudinal and Helical Seam Double Submerged-Arc Welded《纵缝和螺旋缝双埋弧焊平端黑色钢管线管标准规范》.pdf（6页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A 1005/A 1005M 00 (Reapproved 2004)Standard Specification forSteel Line Pipe, Black, Plain End, Longitudinal and HelicalSeam, Double Submerged-Arc Welded1This standard is issued under the fixed designation A 1005/A 1005M; the number immediately following the designation indicates theyea

2、r of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers double submerged-arc welded

3、,black, plain end steel pipe for use in the conveyance of fluidsunder pressure. Pipe in sizes NPS 16 and larger, as given inASME B36.10, are included; pipe having other dimensions, inthis size range, are permitted, provided such pipe complieswith all other requirements of this specification.1.2 It i

4、s intended that pipe be capable of being welded in thefield when welding procedures in accordance with the require-ments of the applicable pipeline construction code are used.1.3 The values stated in either inch-pound units or in SIunits are to be regarded separately as standard. The values ineach s

5、ystem are not exact equivalents, therefore, each system isto be used independently of the other, without combiningvalues in any way.1.4 The following precautionary statement pertains to thetest method portion, Section 14 of this specification: Thisstandard does not purport to address all of the safe

6、ty concerns,if any, associated with its use. It is the responsibility of the userof this standard to establish appropriate safety and healthpractices and determine the applicability of regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2A 370 Test Methods and Definitions

7、for Mechanical Testingof Steel ProductsA 450/A 450M Specification for General Requirements forCarbon, Ferritic Alloy, and Austenitic Alloy Steel TubesA 530/A 530M Specification for General Requirements forSpecialized Carbon and Alloy Steel PipeA 751 Test Methods, Practices, and Terminology forChemic

8、al Analysis of Steel ProductsA 941 Terminology Relating to Steel, Stainless Steel, Re-lated Alloys, and Ferroalloys2.2 ASME Standards:ASME B36.10 Welded and Seamless Wrought Steel Pipe3ASME Boiler and Pressure Vessel Code, Section VIII,Unfired Pressure Vessels3ASME Boiler and Pressure Vessel Code, S

9、ection IX, Weld-ing and Brazing Qualifications32.3 API Publications:API RP 5L3 Recommended Practice for Conducting Drop-Weight Tear Tests on Line Pipe4API Standard 1104 Welding of Pipelines and Related Fa-cilities43. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 double submerge

10、d-arc welding, na welding processthat produces coalescence of metals by heating them with anarc of arcs between a bare metal electrode or electrodes and thework pieces, using at least one pass from the inside and at leastone pass from the outside to make the longitudinal, helical, andskelp end weld

11、seams, whichever are applicable, the arc or arcsand the molten metal are shielded by a blanket of granular,fusible material on the work pieces.3.1.2 jointer, nnot more than three lengths of pipe cir-cumferentially welded together to produce a single length thatcomplies with the length provisions of

12、this specification.3.1.3 skelp, nthe flat rolled product intended to be formedinto pipe.3.1.4 skelp end, nthe weld joining the ends of two lengthsof skelp.3.1.5 specified outside diameter, nthe outside diametershown in B36.10M or that stated on the order.3.1.6 test lot, na quantity of pipe of the sa

13、me ordereddiameter, heat, and wall thickness.1This 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 Sept 1, 2004. Published Octobe

14、r 2004. Originallyapproved in 2000. Last previous edition approved in 2000 as A 1005/A 1005M 00e1.2For 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 standards Docu

15、ment Summary page onthe ASTM website.3Available from American Society of Mechanical Engineers (ASME), ThreePark Avenue, New York, NY 10016-5990.4Available from American Petroleum Institute (API), 1220 L Street, N.W.,Washington, DC 20005-4070.1Copyright ASTM International, 100 Barr Harbor Drive, PO B

16、ox C700, West Conshohocken, PA 19428-2959, United States.3.2 Definitions: For definitions of other terms used in thisspecification, refer to Terminology A 941.4. General Requirements4.1 Pipe furnished under this specification shall conform tothe applicable requirements of Specification A 530/A 530Mu

17、nless otherwise provided herein.5. Ordering Information5.1 Information items to be considered, if appropriate, forinclusion in the purchase order are as follows:5.1.1 Specification designation and year of issue,5.1.2 Quantity (feet or metres),5.1.3 Grade (see Table 1 or 8.5),5.1.4 Size, either nomin

18、al (NPS) or outside diameter andwall thickness,5.1.5 Nominal length (see 16.3),5.1.6 Diameter tolerances for pipe larger than NPS 43 (see16.4),5.1.7 End finish (plain and beveled or special, see 17.1),5.1.8 Jointers (See Section 19),5.1.9 Special requirements,5.1.10 Supplementary requirements,5.1.11

19、 Charpy V-notch impact energy (see 9.4), and5.1.12 Bar coding (see 21.2).6. Materials and Manufacture6.1 Skelp widths for helical seam pipe shall be neither lessthan 0.8 nor more than 3.0 times the pipes specified outsidediameter.6.2 The longitudinal, helical, and skelp end welds, which-ever are app

20、licable, shall be made using welding proceduresqualified in accordance with the requirements of the ASMEBoiler and Pressure Vessel Code, Section IX.6.3 Skelp end welds shall not be permitted in finished pipe,except for helical seam pipe having its skelp end weldsmanufactured by double submerged-arc

21、welding. For suchpipe, skelp ends shall have been properly prepared for welding.Junctions of skelp end welds and helical seam welds shall notbe located within 12 in. 300 mm of pipe ends or jointer welds.Junctions of skelp end welds and jointer welds shall beseparated by a minimum circumferential dis

22、tance of 6 in. 150mm from junctions of the helical seam weld and the jointerweld. Skelp end welds shall be permitted at finished pipe ends,provided that there is a minimum circumferential separation of6 in. 150 mm between the skelp end weld and the helicalseam weld at the applicable pipe ends.7. Che

23、mical Composition7.1 The steel for any grade shall contain no more than0.16 % carbon, by heat and product analyses.7.2 The steel shall contain no more than 0.0007 % boron, byheat analysis.7.3 The carbon equivalent (CE) shall not exceed 0.40 %,calculated from any reported product analysis using the f

24、ol-lowing equation:CE 5 C 1 FFMn61Si241Cu151Ni201Cr 1 Mo 1 V 1 Cb5G(1)where: F is a compliance factor that is dependent on thecarbon content as follows:Carbon Content, % F Carbon Content, % F0.06 0.53 0.11 0.700.06 0.54 0.12 0.750.07 0.56 0.13 0.800.08 0.58 0.14 0.850.09 0.62 0.15 0.880.10 0.66 0.16

25、 0.927.4 A heat analysis shall be made for each heat of steelfurnished under this specification.7.5 Product analyses shall be made on at least two samplesfrom each heat of steel. Product analysis for boron is notrequired.7.6 Except as provided in 7.5, all analyses shall be inaccordance with Test Met

26、hods, Practices, and TerminologyA 751, and shall include all elements required in the carbonequivalent equation of 7.3, in addition to titanium, phosphorus,sulfur, and boron.7.7 If one or both of the product analyses representing a heatfails to conform to the specified requirements, the heat shall b

27、erejected, or analyses shall be made on double the originalnumber of test samples that failed, each of which shall conformto the requirements.8. Tensile Property Requirements8.1 Except as allowed by 8.5 the material shall conform tothe requirements for tensile properties given in Table 1.8.2 The yie

28、ld strength corresponding to a total extensionunder load of 0.5 % of the gage length shall be determined.8.3 A test specimen taken across the longitudinal, helical, orskelp end weld, whichever are applicable, shall show a tensilestrength not less than the minimum tensile strength specifiedfor the gr

29、ade of pipe required. Test specimens shall contain theweld reinforcement and shall exhibit at least 10 % elongationin 2 in. 50 mm.8.4 Transverse body tension test specimens shall be takenopposite the weld, for longitudinally welded pipe. For helicalwelded pipe the transverse body tension test shall

30、be taken 90to the axis of the pipe and approximately halfway betweenadjacent weld convolutions.8.5 Grades intermediate to those given in Table 1 shall befurnished if so specified in the purchase order. For such grades,the permissible yield strength range shall be as given in Table1 for the next high

31、er grade, and the required minimum tensilestrength shall exceed the required minimum yield strength bythe same amount as given in Table 1 for the next higher grade.TABLE 1 Tensile RequirementsAGrade Yield Strength, min Yield Strength, max Tensile Strength, minpsi MPa psi MPa psi MPa35 35000 240 65 0

32、00 450 60 000 41550 50000 345 77 000 530 70 000 48560 60000 415 80 000 550 75 000 51570 70000 485 87 000 600 80 000 55080 80000 550 97 000 670 90 000 620AYield strength requirements do not apply to transverse weld tests.A 1005/A 1005M 00 (2004)28.6 The ratio of yield strength to tensile strength for

33、 all pipebody tests shall not exceed 0.90 for Grades 70 and lower. Forgrades higher than Grade 70, the ratio shall not exceed 0.93.8.7 For pipe body tests, the minimum elongation in 2 in. 50mm for all grades shall be that determined by the followingequation:e 5 CA0.2U0.9(2)where:e = minimum elongati

34、on in 2 in. 50 mm in percent,rounded to the nearest percent,C = 625 000 1940,A = the lesser of 0.75 in2485 mm2 and the cross-sectionalarea of the tension test specimen, calculated using thespecified width of the test specimen and the specifiedwall thickness of the pipe, with the calculated valueroun

35、ded to the nearest 0.01 in21 mm2, andU = specified minimum tensile strength, psi MPa.9. Charpy V-Notch Test9.1 Except as allowed by 9.2, all pipe shall be CharpyV-notch tested in accordance with Test Methods and Defini-tions A 370. All pipe body tests shall be transverse to the pipeaxis, taken appro

36、ximately 90 from the weld. All weld testsshall be transverse to the weld axis.9.2 The basic specimen is full size Charpy V-notch. For pipewith a specified wall thickness of 0.236 in 5.9 mm or less,there is no requirement for Charpy V-notch testing. Wherecombinations of diameter and wall do not permi

37、t the smallestspecimen size, there is no requirement for proven fracturetoughness. In all cases, the largest possible specimen size shallbe used, except where such a specimen size will result inenergy values greater than 80 % of the testing machinecapacity:Specified Wall Thickness, in. mm Specimen S

38、ize To Be Used$0.434 11.0 Full0.3040.433 7.710.9230.2370.303 6.07.6129.3 When specimens smaller than full size are used, therequirements of 9.4 shall be adjusted by one of the followingrelationships:For 2/3 size: N 5 R 3 0.67 (3)For 1/2 size: N 5 R 3 0.50where:N = adjusted value, rounded to the near

39、est whole number,andR = applicable value from 9.4 and 9.6.9.4 The Charpy V-notch energy impact energy for the pipebody shall be not less than 30 ft-lbf 40 J minimum average,or any higher value specified in the purchase order.9.5 All Charpy V-notch testing shall be performed at 32F0C, or lower as agr

40、eed upon between purchaser and manu-facturer or at the manufacturers option.9.6 A test of weld and HAZ Charpy V-notch impact energyproperties shall be made on each type (longitudinal, helical, orskelp end) of weld. The Charpy V-notch impact energy shall benot less than 30 ft-lbf 40 J.9.7 Each pipe b

41、ody Charpy V-notch specimen shall exhibitat least 75 % shear area.10. Guided Bend Test10.1 Root and face guided bend tests shall be conducted inaccordance with Test Methods A 370. The specimens shall notfracture completely and shall not reveal any cracks or rupturesin the parent metal, heat affected

42、 zone, or fusion line longerthan18 in. 3 mm and deeper than 12.5 % of the specified wallthickness, except that cracks that occur at the edges of thespecimen and are less than14 in. 6 mm long shall not because for rejection, regardless of depth.11. Hydrostatic Test11.1 Each length of pipe shall be su

43、bjected to the hydro-static test without leakage through the wall, except that jointersthat are comprised of segments that have passed hydrostatictesting need not be hydrostatically tested.11.2 Each length of pipe shall be tested, by the manufac-turer, to a minimum hydrostatic pressure calculated fr

44、om thefollowing relationship:Inch-Pound Units:P 5 2StD3 C (4)SI Units:P 5 2000StD3 C (5)where:P = minimum hydrostatic test pressure, psi kPa,S = specified minimum yield strength, psi MPa,t = specified wall thickness, in. mm,D = specified outside diameter, in., mm,C = 0.85 for pipe NPS 16 through NPS

45、 18, and= 0.90 for pipe larger than NPS 18.11.3 When computed test pressures are not an exact mul-tiple of 10 psi 100 kPa, they shall be rounded to the nearest10 psi 100 kPa.11.4 The minimum hydrostatic test pressure required tosatisfy these requirements need not exceed 3000 psi 20 700kPa. This does

46、 not prohibit testing at a higher pressure at themanufacturers option. The hydrostatic test pressure shall bemaintained for not less than 5 s for all sizes.12. Nondestructive Examination12.1 GeneralThe full length of each longitiudinal, helicaland skelp end weld shall be subjected to ultrasonic insp

47、ectionin accordance with 12.3, in combination with radiography inaccordance with ASME Boiler and Pressure Vessel Code,Section VIII, Paragraph UW51. Radiographic inspection shallinclude at least 8 in. 200 mm of weld from each pipe end.12.2 All required nondestructive examination (NDE) shallbe perform

48、ed after hydrostatic test, except for the nondestruc-tive examination (NDE) of jointer welds and the radiographicinspection of pipe ends.12.3 Ultrasonic InspectionAny equipment utilizing ultra-sonic principles and capable of continuous and uninterruptedinspection of the weld seam shall be used. The

49、equipment shallA 1005/A 1005M 00 (2004)3be checked with an applicable reference standard, as describedin 12.3.1 at least once every working turn or not more than 8hours to demonstrate the effectiveness of the inspection pro-cedures. The equipment shall be adjusted to produce welldefined indications when the reference standard is scanned bythe inspection unit in a manner simulating inspection of theproduct.12.3.1 Reference StandardsReference standards shallhave the same diam