ASTM A589 A589M-2006 Standard Specification for Seamless and Welded Carbon Steel Water-Well Pipe《水井用无缝和焊接碳素钢管的标准规范》.pdf

《ASTM A589 A589M-2006 Standard Specification for Seamless and Welded Carbon Steel Water-Well Pipe《水井用无缝和焊接碳素钢管的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM A589 A589M-2006 Standard Specification for Seamless and Welded Carbon Steel Water-Well Pipe《水井用无缝和焊接碳素钢管的标准规范》.pdf（12页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A 589/A 589M 06Standard Specification forSeamless and Welded Carbon Steel Water-Well Pipe1This standard is issued under the fixed designationA 589/A 589M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of las

2、t revision. A number in parentheses indicates the year of last reapproval.A superscript 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. Scope*1.1 This specification covers four specifi

3、c 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, Grades A and B.1.2.2 T

4、ype 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 orelectric-resistance-w

5、elded, 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 to be usedindepende

6、ntly 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,” and “nominal size

7、.”2. Referenced Documents2.1 ASTM Standards:2A 53/A 53M Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessA 370 Test Methods and Definitions for Mechanical Testingof Steel ProductsA 751 Test Methods, Practices, and Terminology forChemical Analysis of Steel Products

8、A 865 Specification for Threaded Couplings, Steel, Blackor Zinc-Coated (Galvanized) Welded or Seamless, for Usein Steel Pipe Joints2.2 API Standard:5L Specification for Line Pipe33. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 defectan imperfection of sufficient size or magni-

9、tude to 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 Quantity (feet or number of lengths),4.1.

10、2 Name of material or type number (see 1.2),4.1.3 Method of manufacture (furnace-butt welded, seam-less, 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 outside diameter and wall thick-ness, or

11、both, for Types I, II, and III. Outside diameter and wallthickness for Type IV),4.1.7 End finish (plain end or threaded and coupled),4.1.8 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 (requ

12、ired random range length or speciallengths),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 March 1, 2006. Published April

13、2006. Originallyapproved in 1968. Last previous edition approved in 2001 as A 589 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 standards Document Su

14、mmary page onthe ASTM website.3Available from American Petroleum Institute (API), 1220 L. St., NW, Wash-ington, DC 20005.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United State

15、s.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 may be strand cast. Whenste

16、els 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 shall conform to the follow

17、ing 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 chemicalcomposition thus det

18、ermined 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 methods of analysisshall con

19、form to the requirements of Test Methods, Practices,and Terminology A 751. 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 additionallengths of pipe o

20、f double the original number from the samelot, each of which shall conform to the requirements specified.9. Tensile RequirementsTensile 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 show a

21、tensile 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 specifi

22、cation 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 Variatio

23、ns 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, div

24、ided 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 outside dia

25、meter 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, and T

26、able18.10.2.4 ThicknessThe minimum wall thickness shall benot more than 12.5 % under the nominal wall thicknessspecified.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 may b

27、e 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.10.3.2 Random lengths other than indicated in 10.3.1 andcut lengths, shall be subject to negotiation and shall b

28、eindicated on the purchase order.11. Ends11.1 When ordered with plain ends, the pipe shall befurnished to the following practice unless otherwise specified.11.1.1 NPS 112 DN 40 and smallerUnless otherwisespecified on the purchase order, end finish shall be at the optionof the manufacturer.TABLE 1 Te

29、nsile RequirementsButt Welded Grade A Grade BTensile strength, min,psi (MPa)48 000 (330) 48 000 (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:e 5

30、625 000 A0.2/ U0.9where:e = minimum elongation in 2 in. (50.8 mm) in percent rounded to the nearest0.5 %.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.2 I

31、f the area thuscalculated is greater than 0.75 in.2, then the value 0.75 shall be used.U = specified tensile strength, psi.A 589/A 589M 06211.1.2 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 measured fro

32、m a line drawnperpendicular to the 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 b

33、e made up power tight, this shall beindicated on the purchase order.TABLE 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-lingsCal

34、culatedPlainEndsOutside Inside Length,in.OutsideDiameter, 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.

35、917 8 618 9.625 26.89 1300 160010 32.75 31.20 0.279 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 0.37

36、5 12.750 12.000 8 658 14.000 52.72 1100 120014 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. ofThrea

37、dsper 25.4 mmCouplings Test Pressures, kPaNominalThreadsand 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

38、 43.67 42.48 8.18 219.1 202.7 8 155.58 244.48 40.01 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

39、 298.45 53.64 8300 9 700300 67.63 65.13 8.38 323.9 307.1 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 Th

40、reading Data for Drive Pipe (Inch-Pound Units)123456789101121314Pipe 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.Diam

41、eterof Recess,in.DepthofRecess,in.Length,Face ofCouplingto 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

42、2.723 3.188 10.63875 11.750 658 10.84438 0.59538 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 Fi

43、g. 1.A 589/A 589M 06311.3 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 threads on th

44、e 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 Specification A 865

45、.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 be measured to t

46、he outerface of the coupling.12. Finish12.1 The finished pipe shall be reasonably straight and freeof defects. Any imperfection that exceeds 1212 % of thenominal wall thickness, or violates minimum wall shall beconsidered a defect.12.2 The pipe ends shall be free of burrs. The zinc coatingon galvani

47、zed pipe shall be free of voids or excessive rough-ness.13. Galvanized Pipe13.1 For the types of water well pipe required with galva-nized coating, such coating shall comply with the requirementsof the latest revision of Specification A 53/A 53M.14. Number of Tests14.1 One longitudinal or transverse

48、 tension test of seamlessand welded pipe, and in addition, one transverse weld test forelectric-welded pipe NPS 8 DN 200 and larger, shall be madeTABLE 5 Basic Threading Data for Drive Pipe (SI Units)123456789101121314Pipe ThreadsACouplingDNDesig-natorOut-sideDiam-eter,mmNum-berper25.4mmLength,End o

49、fPipe 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 74.63 216.25 244.48 155.58 221.46 9.53 15.11 6.35 6250 273.05 8 46.81 69.16 80.98 270.22 298.45 168.