ASTM B619 B619M-2015 Standard Specification for Welded Nickel and Nickel-Cobalt Alloy Pipe《焊接镍和镍钴合金管的标准规格》.pdf

1、Designation: B619/B619M 15Standard Specification forWelded Nickel and Nickel-Cobalt Alloy Pipe1This standard is issued under the fixed designation B619/B619M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revisio

2、n. A number in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification2covers welded pipe of nickel andnickel-cobalt alloys (UNS N10001; UNS N10242; UNSN10665; UNS N12160; UNS N1062

3、4; UNS N10629; UNSN10675; UNS N10276; UNS N06455; UNS N06007; UNSN06975; UNS N08320; UNS N06002; UNS N06022; UNSN06035; UNS N06058; UNS N06059; UNS N06200; UNSN10362; UNS N06985; UNS N06030; UNS R30556; UNSN08031; UNS N06230; UNS N06686; UNS N06210; and UNSR20033)3as shown in Table 1.1.2 This specif

4、ication covers pipe in Schedules 5S, 10S,40S, and 80S through 8-in. nominal pipe size and larger as setforth in ANSI B36.19 (see Table 2).1.3 Two classes of pipe are covered as follows:1.3.1 Class IAs welded and solution annealed or weldedand sized and solution annealed.1.3.2 Class IIWelded, cold wo

5、rked, and solution an-nealed.1.4 All pipe shall be furnished in the solution annealed anddescaled condition. When atmosphere control is used, descal-ing is not necessary.1.5 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach sy

6、stem may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformancewith the standard.1.6 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is there

7、sponsibility of the user of this standard to become familiarwith all hazards including those identified in the appropriateSafety Data Sheet (SDS) for this product/material as providedby the manufacturer, to establish appropriate safety and healthpractices, and determine the applicability of regulato

8、ry limi-tations prior to use.2. Referenced Documents2.1 ASTM Standards:4B775 Specification for General Requirements for Nickel andNickel Alloy Welded PipeB899 Terminology Relating to Non-ferrous Metals and Al-loysE527 Practice for Numbering Metals and Alloys in theUnified Numbering System (UNS)2.2 A

9、NSI Standards:5B36.19 Stainless Steel PipeB2.1 Pipe Threads2.3 ASME Boiler and Pressure Vessel Code6Section IX Welding and Brazing Qualifications3. Terminology3.1 For definitions of terms used in this standard refer toTerminology B899.4. General Requirement4.1 Material furnished under this specifica

10、tion shall con-form to the applicable requirements of Specification B775unless otherwise provided herein.5. Ordering Information5.1 It is the responsibility of the purchaser to specify allrequirements that are necessary for material ordered under thisspecification. Examples of such requirements incl

11、ude, but arenot limited to the following:5.1.1 Alloy (Table 1),5.1.2 Class (see 1.3),5.1.3 Quantity (feet or number of lengths),1This specification is under the jurisdiction of ASTM Committee B02 onNonferrous Metals and Alloys and is the direct responsibility of SubcommitteeB02.07 on Refined Nickel

12、and Cobalt and Their Alloys.Current edition approved Oct. 1, 2015. Published October 2015. Originallyapproved in 1981. Last previous edition approved in 2010 as B619 102. DOI:10.1520/B0619_B0619M-15.2For ASME Boiler and Pressure Vessel Code applications see related Specifi-cation SB-619 in Section I

13、I of that Code.3New designation established in accordance with Practice E527 and SAE J1086,Practice for Numbering Metals and Alloys (UNS).4For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume

14、information, refer to the standards Document Summary page onthe ASTM website.5Available from American National Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036, http:/www.ansi.org.6Available from American Society of Mechanical Engineers (ASME), ASMEInternational Headquarters,

15、 Three Park Ave., New York, NY 10016-5990, http:/www.asme.org.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1TABLE1ChemicalRequirementsCompositionLimits,%NiCrMoFeWCSima

16、xCoMnVPmaxSmaxTiCuCb(Nb)+TaAlZrLaNBCb(Nb)TaNi+MoMgNi-MoAlloysN10001remainderA1.0 max26.0- 30.04.0-6.0.0.05 max1.02.5max1.0 max0.2- 0.40.040.03.N10665remainderA1.0 max26.0- 30.02.0max.0.02 max0.101.0 max1.0 max.0.040.03.N1067565.0min1.0- 3.027.0- 32.01.0-3.03.0max0.01 max0.103.0 max3.0 max0.20 max0.0

17、300.0100.20 max0.20 max.0.50 max0.10 max.0.20 max0.20 max94.0- 98.0N10629remainderA0.5- 1.526.0- 30.01.0-6.0.0.01 max0.052.5 max1.5 max.0.040.01.0.5 max.0.1- 0.5.N10624remainderA6.0- 10.021.0- 25.05.0-8.0.0.01 max0.101.0 max1.0 max.0.0250.01.0.5 max.Ni-Mo-Cr-FeAlloyN10242remainderA7.0- 9.024.0- 26.0

18、2.0max0.03 max0.801.00 max0.80 max0.0300.0150.50 max0.50 max0.006 maxLowCNi-Cr-MoAlloysN10276remainderA14.5- 16.515.0- 17.04.0-7.03.0-4.50.010 max0.082.5 max1.0max0.35 max0.040.03.N06022remainderA20.0- 22.512.5- 14.52.0-6.02.5-3.50.015 max0.082.5 max0.5 max0.35 max0.020.02.N06035remainderA32.25- 34.

19、257.60- 9.002.00max0.60 max0.050 max0.601.00 max0.50 max0.20 max0.0300.015.0.30 max.0.40 maxN06058balance20.0- 23.018.5- 21.01.5max0.3 max0.010 max0.10 max0.3 max0.50 max0.0150.010.0.50 max.0.40 max0.02- 0.15N06059balance22.0- 24.015.0- 16.51.5max.0.010 max0.100.3 max0.5 max.0.0150.010.0.50 max.0.1-

20、 0.4.N06455remainderA14.0- 18.014.0- 17.03.0max.0.015 max0.082.0 max1.0 max.0.040.030.70 max.Ni-Cr-Fe- Mo-Cu AlloysN06007remainderA21.0- 23.55.5- 7.518.0-21.01.0max0.05 max1.02.5max1.0- 2.0.0.040.03.1.5- 2.51.75- 2.5N0697547.0-52.023.0- 26.05.0- 7.0remainder.0.03 max1.0.1.0 max.0.030.030.70- 1.500.7

21、0- 1.20.N06985remainderA21.0- 23.56.0- 8.018.0-21.01.5max0.015 max1.0 max5.0 max1.0 max.0.040.03.1.5- 2.50.50 maxN06030remainderA28.0- 31.54.0- 6.013.0-17.01.5-4.00.03 max0.85.0max1.5 max.0.040.02.1.0- 2.40.30- 1.50Ni-Fe-Cr-Mo AlloysN0832025.0-27.021.0- 23.04.0- 6.0remainder.0.05 max1.0.2.5 max.0.04

22、0.034xC min.Ni-Cr-Mo-FeAlloyN06002remainderA20.5- 23.08.0- 10.017.0-20.00.20-1.00.05- 0.151.00.5-2.51.0 max.0.040.03.Ni-Fe-Cr-CoAlloyR3055619.0-22.521.0- 23.02.5- 4.0remainder2.0- 3.50.05- 0.150.20- 0.8016.0- 21.00.50- 2.00.0.040.015.0.10- 0.500.001- 0.100.005- 0.100.10- 0.300.02 max0.30 max0.3- 1.2

23、5Ni-Cr-W-MoAlloyB619/B619M 152TABLE1ContinuedCompositionLimits,%NiCrMoFeWCSimaxCoMnVPmaxSmaxTiCuCb(Nb)+TaAlZrLaNBCb(Nb)TaNi+MoMgN06230remainderA20.0- 24.01.0- 3.03.0max13.0- 15.00.05- 0.150.25- 0.755.0 max0.30- 1.00.0.030.015.0.50 max.0.005- 0.050.0.015 max.LowC-Ni-Cr-Mo-CuAlloyN06200remainderA22.0-

24、 24.015.0- 17.03.0max.0.010 max0.082.0 max0.50 max.0.0250.010.1.3- 1.9.0.50 maxLow-C-Ni-Mo-CrAlloyN10362remainderA13.8- 15.621.5- 23.01.25max.0.010 max0.08.0.60 max.0.0250.010.0.50 max.LowC-Ni-Fe-Cr-Mo-CuAlloyN0803130.0-32.026.0- 28.06.0- 7.0balance.0.015 max0.3.2.0 max.0.0200.010.1.0- 1.4.0.15- 0.2

25、5.LowC-Ni-Cr-Mo-WAlloyN06686remainderA19.0- 23.015.0- 17.05.0max3.0- 4.40.010 max0.08.0.75 max.0.040.020.02- 0.25.Ni-Co-Cr-SiAlloyN12160remainderA26.0- 30.01.0 max3.5max1.0 max0.15 max2.4- 3.027.0- 33.01.5 max.0.0300.0150.20- 0.80.1.0 max.Cr-Ni-Fe-NAlloyR2003330.0-33.031.0- 35.00.50- 2.0balance.0.01

26、5 max0.50.2.0 max.0.020.01.0.3- 1.20.0.35- 0.60.LowC-Ni-Mo-Cr-TaAlloyN06210remainderA18.0- 20.018.0- 20.01.0max.0.015 max0.081.0 max0.50.35max0.020.02.1.5- 2.2AThecompositionoftheremaindershallbedeterminedarithmeticallybydifference.B619/B619M 1535.1.4 Size (nominal size or outside diameter and sched

27、ulenumber or average wall thickness),5.1.5 LengthSpecify cut length or random,5.1.6 CertificationState if certification or a report of testresults is required,5.1.7 Purchaser InspectionState which tests or inspec-tions are to be witnessed,5.1.8 EndsPlain ends cut and deburred will be furnished,unles

28、s otherwise specified, and5.1.9 Samples for Product (Check) AnalysisState whethersamples shall be furnished.6. Materials and Manufacture6.1 The pipe shall be made from flat-rolled alloy by anautomatic welding process with no addition of filler metal.6.2 Subsequent to welding and prior to final heat

29、treatment,Class II pipes shall be cold worked either in both weld and basemetal or in weld metal only. The method of cold working maybe specified by the purchaser.7. Chemical Composition7.1 The material shall conform to the composition limitsspecified in Table 1.7.2 If a product (check) analysis is

30、made by the purchaser,the material shall conform to the requirements specified inTable 1 subject to the permissible tolerances in SpecificationB775.8. Mechanical Properties and Other Requirements8.1 Tension TestThe tensile properties of the material atroom temperature shall conform to those shown in

31、 Table 3.8.1.1 One tension test shall be made on each lot of pipe.8.2 Flattening TestOne flattening test shall be made on aspecimen from one end of one pipe from each lot.8.3 Transverse Guided Bend Test:TABLE 2 Dimensions of Welded PipeNOTE 1The following table is a partial reprint of Table 1 of ANS

32、I B36.19.NOTE 2The decimal thickness listed for the respective pipe sizes represents their nominal or average wall dimensions.NominalPipe Size,Outside DiameterNominal Wall ThicknessSchedule 5SASchedule 10SASchedule 40S Schedule 80Sin. in. mm in. mm in. mm in. mm in. mm18 0.405 10.29 . . 0.049 1.24 0

33、.068 1.7314 0.540 13.72 . . 0.065 1.65 0.088 2.2438 0.675 17.15 . . 0.065 1.65 0.091 2.3112 0.840 21.34 0.065 1.65 0.083 2.11 0.109 2.7734 1.050 26.67 0.065 1.65 0.083 2.11 0.113 2.871.0 1.315 33.41 0.065 1.65 0.109 2.77 0.133 3.38114 1.660 42.16 0.065 1.65 0.109 2.77 0.140 3.56112 1.900 48.26 0.065

34、 1.65 0.109 2.77 0.145 3.682 2.375 60.33 0.065 1.65 0.109 2.77 0.154 3.91 0.218 5.54212 2.875 73.03 0.083 2.11 0.120 3.05 0.203 5.16 0.276 7.013 3.500 88.90 0.083 2.11 0.120 3.05 0.216 5.33312 4.000 101.60 0.083 2.11 0.120 3.05 0.226 5.744 4.500 114.30 0.083 2.11 0.120 3.05 0.237 6.025 5.563 141.30

35、0.109 2.77 0.134 3.40 0.258 6.556 6.625 168.28 0.109 2.77 0.134 3.40 0.280 7.118 8.625 219.18 0.109 2.77 0.148 3.76 0.322 8.18ASchedules 5S and 10S wall thicknesses do not permit threading in accordance with ANSI B2.1-1960.TABLE 3 Mechanical Properties of PipeAlloyTensile Strength,min, ksi MPaYield

36、Strength(0.2 % Offset),min, ksi MPaElongationin2in.50.8 mmor 4D,Amin, %Ni-Mo Alloysalloy N10001 100 690 45 310 40alloy N10665 110 760 51 350 40alloy N10675 110 760 51 350 40alloy N10629 110 760 51 350 40alloy N10624 104 720 46 320 40Ni-Mo-Cr-Fe Alloyalloy N10242 105 725 45 310 40Low C Ni-Cr-Mo Alloy

37、salloy N10276 100 690 41 283 40alloy N06022 100 690 45 310 45alloy N06035 85 586 35 241 30alloy N06455 100 690 40 276 40Ni-Cr-Fe-Mo-Cu Alloysalloy N06007 90 621 35 241 35alloy N06975 85 586 32 221 40alloy N06985 90 621 35 241 45alloy N06030 85 586 35 241 30Ni-Fe-Cr-Mo Alloy (N08320) 75 517 28 193 35

38、Ni-Cr-Mo-Fe Alloy (N06002) 100 690 40 276 35Ni-Fe-Cr-Co Alloy (R30556) 100 690 45 310 40Ni-Cr-W-Mo Alloy (N06230)B110 760 45 310 40Low C-Ni-Cr-Mo Alloysalloy N06058 110 760 52 360 40alloy N06059 100 690 45 310 45Low C-Ni-Cr-Mo-Cu Alloy(N06200)100 690 45 310 45Low C-Ni-Mo-Cr Alloy(N10362)105 725 45 3

39、10 40Ni-Fe-Cr-Mo-Cu Low CarbonAlloy (N08031)94 650 40 276 40Low C Ni-Cr-Mo-W Alloy(N06686)100 690 45 310 45Ni-Co-Cr-Si alloy (N12160) 90 620 35 240 40Cr-Ni-Fe-N Low Carbon Alloy(R20033)109 750 55 380 40Low C Ni-Cr-Mo-Ta Alloy(N06210)100 690 45 310 45AD refers to the diameter of the tension specimen.

40、BSolution annealed at a temperature between 2200 to 2275F 1204 to 1246Cfollowed by a water quench or rapidly cooled by other means.B619/B619M 1548.3.1 At the option of the pipe manufacturer, the transverseguided bend test may be substituted in lieu of the flatteningtest. Two bend specimens shall be

41、taken transversely from pipeor the test specimens may be taken from a test plate of the samematerial and heat as pipe, which is attached to the end of thecylinder and welded as a prolongation of the pipe longitudinalseam. Except as provided in 8.3.2, one shall be subjected to aface guided bend and a

42、 second to a root guided bend test. Onespecimen shall be bent with the inside surface of the pipeagainst the plunger and the other with the outside surface of thepipe against the plunger. Guided bend test specimens shall beprepared and tested in accordance with Section IX, Part QW160 of theASME Boil

43、er and Pressure Vessel Code and shall beone of the types shown in QW462.2 and QW462.3 of that code.8.3.2 For specified wall thicknesses38 in. 9.5 mm andover, but less than34 in. 19 mm side bend tests may be madeinstead of the face and root bend tests. For specified wallthicknesses34 in. 19 mm and ov

44、er, both specimens shall besubjected to the side bend tests. Side bend specimens shall bebent so that one of the side surfaces becomes the convexsurface of the bend specimen.8.3.3 The bend test shall be acceptable if no cracks or otherdefects exceeding18 in. 3 mm in any direction be present inthe we

45、ld metal or between the weld and the pipe or plate metalafter bending. Cracks which originate along the edges of thespecimen during testing, and are less than14 in. 6.5 mmmeasured in any direction shall not be considered.8.4 Hydrostatic or Nondestructive Electric TestEach pipeshall be subjected to e

46、ither the hydrostatic or the nondestruc-tive electric test at the manufacturers option.9. Dimensions and Permissible Variations9.1 Wall ThicknessVariations in wall thickness shall notexceed the specified nominal wall thickness by more than61212 %, except as follows:9.1.1 If weld beads are present on

47、 the inner surface of thepipe, they shall not exceed the wall thickness of the pipe bymore than 20 % or 0.050 in. 1.27 mm, whichever is less, ofthe specified nominal wall thickness for Class I pipe, and 5 %or 0.005 in. 0.127 mm, whichever is less, of the specifiednominal wall thickness for Class II

48、pipe.9.1.2 Sunken welds in Class I pipe shall not be deeper than15 % of the specified nominal wall thickness and never deeperthan 0.030 in. 0.79 mm. Class II pipe shall not have sunkenwelds.9.2 Outside DiameterThe permissible variations in out-side diameter shall not exceed the limits prescribed in

49、Table 4,except as provided for in 9.1.2.9.3 For pipe diameters greater than shown in Table 4,permissible variations in dimensions at any point in a length ofpipe shall not exceed the following:9.3.1 Outside DiameterBased on circumferentialmeasurement, 60.5 % of the nominal outside diameter.9.3.2 Out-of-RoundnessDifference