ASTM A589 A589M-2006(2018) Standard Specification for Seamless and Welded Carbon Steel Water-Well Pipe.pdf

1、Designation: A589/A589M 06 (Reapproved 2018)Standard Specification forSeamless and Welded Carbon Steel Water-Well Pipe1This standard is issued under the fixed designation A589/A589M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision,

2、the year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the U.S. Department of Defense.1. Scope1.1 This specification c

3、overs four specific types of plain endor threaded and coupled carbon steel pipe for use in waterwells.1.2 Each type of water well pipe shall conform to thefollowing methods of manufacture and grade as specified onthe purchase order:1.2.1 Type I, Drive PipeSeamless or electric-resistance-welded, Grad

4、es A and B.1.2.2 Type II, Water-Well Reamed and Drifted PipeSeamless or electric-resistance-welded, Grades A and B, orfurnace-butt welded.1.2.3 Type III, Driven Well PipeSeamless or electric-resistance-welded, Grades A and B, or furnace-butt welded.1.2.4 Type IV, Water-Well Casing PipeSeamless orele

5、ctric-resistance-welded, Grades A and B, or furnace-buttwelded.1.3 The values stated in either inch-pound units or in SIunits are to be regarded separately as standard. Within the text,the SI units are shown in brackets. The values in each systemare not exact equivalents; therefore, each system is t

6、o be usedindependently of the other. Combining values from the twosystems may result in nonconformance with the standard.NOTE 1The dimensionless designator NPS (nominal pipe size) andDN (Nominal Diameter) have been substituted in this standard for suchtraditional terms as “nominal diameter,” “size,”

7、 and “nominal size.”1.4 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization

8、TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A53/A53M Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessA370 Test Methods and Definitions for Mechanical Testingof Steel ProductsA751 Test Methods, Practices, and Terminology f

9、or Chemi-cal Analysis of Steel ProductsA865/A865M Specification for Threaded Couplings, Steel,Black or Zinc-Coated (Galvanized) Welded or Seamless,for Use in Steel Pipe Joints2.2 API Standard:5L Specification for Line Pipe33. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 defect

10、an imperfection of sufficient size or magnitudeto be cause for rejection.3.1.2 imperfectionany discontinuity or irregularity foundin the pipe.4. Ordering Information4.1 Orders for material to this specification should includethe following, as required to describe the desired materialadequately:4.1.1

11、 Quantity (feet or number of lengths),4.1.2 Name of material or type number (see 1.2),4.1.3 Method of manufacture (furnace-butt welded,seamless, or electric-resistance-welded),4.1.4 Grade (A or B for seamless or electric-resistancewelded),4.1.5 Finish (black or galvanized),4.1.6 Dimensions (NPS or o

12、utside diameter and wallthickness, or both, for Types I, II, and III. Outside diameter andwall thickness for Type IV),4.1.7 End finish (plain end or threaded and coupled),1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct

13、 responsibility of SubcommitteeA01.09 on Carbon Steel Tubular Products.Current edition approved Sept. 1, 2018. Published October 2018. Originallyapproved in 1968. Last previous edition approved in 2012 as A589/A589M 06(2012). DOI: 10.1520/A0589_A0589M-06R18.2For referenced ASTM standards, visit the

14、ASTM website, 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.3Available from American Petroleum Institute (API), 1220 L. St., NW,Washington, DC 20005.Copyright ASTM

15、 International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Stand

16、ards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.14.1.8 Coupling class for Type III (standard pipe, line pipe,or reamed and drifted pipe coupling),4.1.9 Coupling make-up (hand tight or power tight),4.1.10 Length (required random rang

17、e length or speciallengths),4.1.11 Specification designation, and4.1.12 Special requirements.5. Materials and Manufacture5.1 The steel for both seamless and welded pipe shall bemade by one of the following processes: open-hearth, electric-furnace, or basic-oxygen.5.2 Steel may be cast in ingots or m

18、ay be strand cast. Whensteels of different grades are sequentially strand cast, identifi-cation of the resultant transition material is required. Theproducer shall remove the transition material by any estab-lished procedure that positively separates the grades.6. Chemical Composition6.1 The steel s

19、hall conform to the following requirements asto chemical composition:Phosphorus, max, % 0.050Sulfur, max, % 0.0607. Heat Analysis7.1 An analysis of each heat of steel shall be made by themanufacturer to determine the percentage of the elementsspecified in 6.1. When requested by the purchaser, the ch

20、emicalcomposition thus determined shall be reported to the purchaser,and shall conform to the requirements specified in 6.1.8. Product Analysis8.1 An analysis may be made by the purchaser on twolengths of pipe from each lot of 500 lengths, or fraction thereof.Samples for chemical analysis and the me

21、thods of analysisshall conform to the requirements of Test Methods, Practices,and Terminology A751. The chemical composition thus deter-mined shall conform to the requirements specified in 6.1.8.2 If the analysis of either pipe does not conform to therequirements of 6.1, analysis shall be made on ad

22、ditionallengths of pipe of double the original number from the samelot, each of which shall conform to the requirements specified.9. Tensile Requirements9.1 The material shall conform to the requirements as totensile properties specified in Table 1.9.2 The test specimen taken across the weld shall s

23、how atensile strength not less than the minimum tensile strengthspecified for the grade of pipe ordered. This test is not requiredfor pipe under 8 in. DN 200 in outside diameter.10. Dimensions, Weights, and Permissible Variations10.1 The dimensions and weights of all types of pipeincluded in this sp

24、ecification are listed in Tables 2-17:Type TablesI, Drive Pipe Table 2, Table 3,Table 4, Table 5II, Reamed and Drifted Pipe Table 6, Table 7,Table 8, Table 9III, Driven Well Pipe Table 10, Table 11,Table 12, Table 13IV, Water-Well Casing Pipe Table 14, Table 15,Table 16, Table 1710.2 Permissible Var

25、iations in Weight and Dimensions:10.2.1 WeightThe weight of all types of pipe included inthis specification shall vary not more than 6 5 % from thatprescribed. The weight tolerance for pipe NPS 4 DN 100 andunder may be determined from the weight of the customarylifts of pipe as produced for shipment

26、, divided by the numberof feet of pipe in the lift. For pipe over NPS 4 DN 100, whereindividual lengths may be weighed, the weight is applicable tothe individual length.10.2.2 Outside DiameterFor pipe NPS 112 DN 40 andunder, the outside diameters shall vary not more than164 in.0.4 mm from the outsid

27、e diameter specified. For pipe NPS 2DN 50 and over, the outside diameter shall vary not morethan 6 1 % from the size specified.10.2.3 Inside DiameterFor Type II pipe, the inside diam-eter at any point, shall permit passage of a drift pin having alength and diameter as indicated in Table 6, Table 7,

28、and Table18.10.2.4 ThicknessThe minimum wall thickness shall be notmore than 12.5 % under the nominal wall thickness specified.10.3 Lengths:10.3.1 Unless otherwise specified on the purchase order,pipe lengths shall be in accordance with the following regularpractice:10.3.1.1 Types I, II, and IV pipe

29、 may be furnished in singlerandom lengths of 16 to 22 ft 4.9 to 6.7 m.10.3.1.2 Type III pipe may be furnished in a random rangefrom 3 to 6 ft 0.9 to 1.8 m or 6 to 10 ft 1.8 to 3.0 m asspecified.TABLE 1 Tensile RequirementsButt Welded Grade A Grade BTensile strength, min,psi (MPa)48 000 (330) 48 000

30、(330) 60 000 (415)Yield strength, min, psi(MPa)30 000 (205) 30 000 (205) 35 000 (240)Elongation in 2 in.AAAAThe minimum elongation in 2 in. (50.8 mm) shall be that determined by thefollowing equation:e5625 000 A0.2/U0.9where:e = minimum elongation in 2 in. (50.8 mm) in percent rounded to thenearest

31、0.5 %.A = cross-sectional area of the tension test specimen in square inches,based on specified outside diameter or nominal specimen width andspecified wall thickness rounded to the nearest 0.01 in.2If the area thuscalculated is greater than 0.75 in.2, then the value 0.75 shall be used.U = specified

32、 tensile strength, psi.A589/A589M 06 (2018)210.3.2 Random lengths other than indicated in 10.3.1 andcut lengths, shall be subject to negotiation and shall beindicated on the purchase order.11. Ends11.1 When ordered with plain ends, the pipe shall befurnished to the following practice unless otherwis

33、e specified.11.1.1 NPS 112 DN 40 and smallerUnless otherwisespecified on the purchase order, end finish shall be at the optionof the manufacturer.11.1.2 NPS 2 DN 50 and largerUnless otherwise speci-fied on the purchase order, end finish shall be plain end beveledto an angle of 30 + 5 and 0, as measu

34、red from a line drawnTABLE 2 Dimensions, Weights, and Test Pressures for Drive Pipe (Inch-Pound Units)NPSDesig-natorWeight per Foot, lb/ft WallThick-ness,in.Diameters, in. No. ofThreadsper InchCouplings Test Pressures, psiNominalThreadsand Coup-lingsCalculatedPlainEndsOutside Inside Length,in.Outsid

35、eDiameter, in.CalculatedWeight,lbGrade A Grade B6 19.45 18.97 0.280 6.625 6.065 8 518 7.290 13.35 1200 13008 25.55 24.70 0.277 8.625 8.071 8 618 9.625 26.89 1200 13008 29.35 28.55 0.322 8.625 7.981 8 618 9.625 26.89 1300 16008 32.40 31.27 0.354 8.625 7.917 8 618 9.625 26.89 1300 160010 32.75 31.20 0

36、.279 10.750 10.192 8 658 11.750 36.05 940 110010 35.75 34.24 0.307 10.750 10.136 8 658 11.750 36.05 1000 120010 41.85 40.48 0.365 10.750 10.020 8 658 11.750 36.05 1200 140012 45.45 43.77 0.330 12.750 12.090 8 658 14.000 52.72 950 110012 51.15 49.56 0.375 12.750 12.000 8 658 14.000 52.72 1100 120014

37、D16 D57.0065.3054.5762.580.3750.37514.00016.00013.25015.2508871871815.00017.00050.2257.1795085011001000TABLE 3 Dimensions, Weights, and Test Pressures for Drive Pipe (SI Units)DNDesig-natorWeight per Foot, kg/m WallThick-ness,mmDiameters, mm No. ofThreadsper 25.4 mmCouplings Test Pressures, kPaNomin

38、alThreadsand Coup-lingsCalculatedPlainEndsOutside Inside Length,mmOutsideDiameter,mmCalculatedWeight,kg/mGrade A Grade B150 28.94 28.23 7.11 168.3 154.1 8 130.18 185.17 19.86 8300 9 000200 38.02 36.75 7.04 219.1 205.0 8 155.58 244.48 40.01 8300 9 000200 43.67 42.48 8.18 219.1 202.7 8 155.58 244.48 4

39、0.01 9000 11 000200 48.21 46.53 8.99 219.1 201.1 8 155.58 244.48 40.01 9000 11 000250 48.73 46.43 7.09 273.1 258.9 8 168.28 298.45 53.64 6500 7 600250 53.20 50.95 7.80 273.1 257.5 8 168.28 298.45 53.64 6900 8 300250 62.27 60.23 9.27 273.1 254.5 8 168.28 298.45 53.64 8300 9 700300 67.63 65.13 8.38 32

40、3.9 307.1 8 168.28 355.60 78.45 6600 7 600300 76.11 73.75 9.53 323.9 304.8 8 168.28 355.60 78.45 7600 8 300350 84.82 81.20 9.53 355.6 336.6 8 180.98 381.00 74.73 6600 7 600400 97.17 93.12 9.53 406.4 387.4 8 180.98 431.80 85.07 5900 6 900TABLE 4 Basic Threading Data for Drive Pipe (Inch-Pound Units)1

41、23456789101121314Pipe ThreadsACouplingNPSDesig-natorOut-sideDiam-eter,in.Num-berperin.Length,End ofPipe toHand-tightPlane,in.Effec-tiveLength,in.TotalLength,End ofPipe toVanishPoint,in.PitchDiameterat Hand-tightPlane,in.OutsideDiameter,in.Length,in.Diameterof Recess,in.DepthofRecess,in.Length,Face o

42、fCouplingto Hand-tightPlane,in.Width ofBearingFace,in.Hand-tightStandoff,ThreadsDBL1BL2BL4BE1BWBNLBQBqBMBbBAB6 6.625 8 1.093 1.973 2.438 6.51375 7.390 518 6.71938 0.59514 68 8.625 8 1.593 2.473 2.938 8.51375 9.625 618 8.71938 0.59514 610 10.750 8 1.843 2.723 3.188 10.63875 11.750 658 10.84438 0.5953

43、8 612 12.750 8 1.843 2.723 3.188 12.63875 14.000 658 12.84438 0.59538 614 D16 D14.00016.000882.0932.0932.9732.9733.4383.43813.8887515.8887515.00017.00071871814.09416.09438380.5950.595383866ATaper of threads is316 in. ft on diameter for all sizes.BSee Fig. 1.A589/A589M 06 (2018)3perpendicular to the

44、axis of the pipe, with a root face of116 in.1.6 mm 6132 in. 0.8 mm.11.2 When ordered threaded and coupled, each length ofwater well pipe shall be furnished with threaded ends andprovided with a suitable coupling applied handling-tight. Ifcouplings are required to be made up power tight, this shall b

45、eindicated on the purchase order.11.3 The basic thread dimensions for each type of waterwell pipe are shown in Table 4, Table 5, Table 8, Table 9, Table12, Table 13, Table 16, and Table 17.An illustration of the jointof each type of water well pipe is shown in Figs. 1-4.11.4 For Type III pipe, the t

46、hreads on the pipe ends areinterchangeable with either the standard pipe coupling, thereamed and drifted pipe coupling, or the API line pipecoupling. Orders for this class material shall indicate thecoupling class desired.11.4.1 Standard pipe couplings shall be manufactured inaccordance with Specifi

47、cation A865/A865M.11.4.2 Line pipe couplings shall be manufactured in accor-dance with API 5L Specification for Line Pipe.11.5 The threads on the pipe ends not protected by acoupling shall be suitably protected against damage in normalhandling and transit conditions.11.6 The length of the pipe shall

48、 be measured to the outerface of the coupling.12. Finish12.1 The finished pipe shall be reasonably straight and freeof defects. Any imperfection that exceeds 1212 %ofthenominal wall thickness, or violates minimum wall shall beconsidered a defect.TABLE 5 Basic Threading Data for Drive Pipe (SI Units)

49、123456789101121314Pipe ThreadsACouplingDNDesig-natorOut-sideDiam-eter,mmNum-berper25.4mmLength,End ofPipe toHand-tightPlane,mmEffec-tiveLength,mmTotalLength,End ofPipe toVanishPoint,mmPitchDiameterat Hand-tightPlane,mmOutsideDiameter,mmLength,mmDiameterof Recess,mmDepthofRecess,mmLength,Face ofCouplingto Hand-tightPlane,mmWidth ofBearingFace,mmHand-tightStandoff,Threads,mmDBL1BL2BL4BE1BWBNLBQBqBMBbBAB150 168.28 8 27.76 50.11 61.93 165.45 187.71 130.18 170.66 9.53 15.11 6.35 6200 219.08 8 40.46 62.81 74