1、Designation: A1053/A1053M 11 A1053/A1053M 12Standard Specification forWelded Ferritic-Martensitic Stainless Steel Pipe1This standard is issued under the fixed designation A1053/A1053M; the number immediately following the designation indicates theyear of original adoption or, in the case of revision
2、, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers seam welded ferritic-martensitic (dual phase) stainless steel pipe intended f
3、or abrasive and generalcorrosion service, manufactured with or without the addition of filler metal. Nominal sizes are NPS 2 to NPS 36 inclusive, withnominal (average) wall thickness up to 0.75-in. (19 mm).1.2 The values stated in either inch-pound units or SI units are to be regarded separately as
4、standard. Within the text, the SI unitsare shown in brackets. The values stated in each system may not be exact equivalents. Therefore, each system shall be usedindependently of the other. Combining values from the two systems may result in non-conformance with the standard. Theinch-pound units shal
5、l apply unless the “M” designation is specified in the order.1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety and health practices and determine the applicab
6、ility of regulatorylimitations prior to use.2. Referenced Documents2.1 ASTM Standards:2A370 Test Methods and Definitions for Mechanical Testing of Steel ProductsA941 Terminology Relating to Steel, Stainless Steel, Related Alloys, and FerroalloysA999/A999M Specification for General Requirements for A
7、lloy and Stainless Steel PipeA1010/A1010M Specification for Higher-Strength Martensitic Stainless Steel Plate, Sheet, and StripA1016/A1016M Specification for General Requirements for Ferritic Alloy Steel, Austenitic Alloy Steel, and Stainless SteelTubesE527 Practice for Numbering Metals and Alloys i
8、n the Unified Numbering System (UNS)2.2 ANSI/ASME Standards:3B1.20.1 Pipe Threads, General PurposeB36.10 Welded and Seamless Wrought Steel PipeB36.19 Stainless Steel PipeASME Boiler and Pressure Vessel Code, Section IX 42.3 Other Standard:SAE J1086 Practice for Numbering Metals and Alloys (UNS)53. T
9、erminology3.1 Definitions:3.1.1 The definitions in Specification A999/A999M and Terminology A941 are applicable to this specification.4. Ordering Information4.1 Orders for material to this specification shall conform to the requirements of the current edition of SpecificationA999/A999M.5. General Re
10、quirements5.1 Material furnished under this specification shall conform to the applicable requirements of the current edition ofSpecification A999/A999M unless otherwise provided herein.6. Materials and Manufacture6.1 Material:6.1.1 The material for this pipe shall conform to Specification A1010/A10
11、10M Grade 50 dual phase stainless steel.*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 States16.2 Manufacture:6.2.1 The pipe shall be made using the following welding methods:
12、 Electric Resistance Welding (ERW) without the additionof filler metal, ERW/submerged arc welding (ERW/SAW), submerged arc welding (SAW), or an automatic fusion welding processwith no or without the addition of filler metal during the welding process.6.2.2 The welded joints made with the addition of
13、 filler metal shall be made with procedures and by welders or weldingoperators that are qualified in accordance with the ASME Boiler and Pressure Vessel Code, Section IX.6.2.3 Welded pipe of NPS 14 and smaller shall have a single longitudinal weld. Welded pipe of a size larger than NPS 14 shallhave
14、a single longitudinal weld or shall be produced by forming and welding two longitudinal sections of flat stock when approvedby the purchaser. All weld tests, examinations, inspections or treatments shall be performed on each weld seam.6.2.4 The pipe shall be free of scale and contaminating surface i
15、ron particles. Pickling, blasting or surface finishing is notmandatory. The purchaser is permitted to require that a passivating treatment be applied to the finished pipe.6.3 Heat TreatmentAll pipe shall be made from heat-treated strip or plate, cold formed and welded. The weld may beinduction strip
16、 tempered, at the discretion of the buyer, at a minimum temperature of 1300 F 700 C, but not exceeding 1400F 760 C.7. Chemical Composition7.1 The steel shall conform to the requirements as to chemical composition as prescribed in Table 1.8. Product Analysis8.1 At the request of the purchaser, an ana
17、lysis of one length of flat rolled stock from each heat, or two pipes from each lot,shall be made by the manufacturer. A lot of pipe shall consist of the following number of lengths of the same size and wall thicknessfrom any one heat of steel:NPS Designator Lengths of Pipe in LotUnder 2 400 or frac
18、tion thereof2 to 5 200 or fraction thereof6 and over 100 or fraction thereof8.2 The results of these analyses shall be reported to the purchaser or the purchasers representative, and shall conform to therequirements of Section 7.8.3 If the analysis of one of the tests specified in 8.1 does not confo
19、rm to the requirements specified in Section 7, an analysisof each pipe from the same heat or lot may be made, and all pipes conforming to the requirements shall be accepted.9. 9. Permitted Variations in Wall Thickness and Diameter9.1 The wall thickness of the pipe shall be within the tolerances spec
20、ified in Table 2, except that the weld area shall not belimited by the “Over” tolerance.9.2 The outside diameter to be used for inspection for compliance with this requirement when ordered by NPS and schedulenumber is shown in Table 3. Other diameters and wall thicknesses may be used when specified
21、in the purchase order. Standardsizes of NPS pipe are listed in Table 4.10. Tensile Requirements10.1 The tensile properties of the pipe shall conform to the requirements prescribed in Table 5.11. Mechanical Tests Required11.1 Mechanical Testing Lot DefinitionThe term lot for mechanical tests shall be
22、 as follows:11.1.1 The lot size shall be that defined in 8.1.11.1.2 The minimum number of tests shall be one (1) test per lot.11.2 Transverse or Longitudinal Tension TestOne tension test shall be made on a specimen for lots of not more than 100 pipes.Tension tests shall be made on specimens from two
23、 tubes for lots of more than 100 pipes.1 This test method is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee A01.10on Stainless and Alloy Steel Tubular Products.Current edition approved April 1, 2011Sept. 1, 2
24、012. Published April 2011November 2012. Originally approved in 2006. Last previous edition approved in 20062011 asA1053/A1053M06.11. DOI: 10.1520/A1053_A1053M-11.10.1520/A1053_A1053M-12.2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service
25、astm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.3 Available from American National Standards Institute (ANSI), 25 W. 43rd St., 4th Floor, New York, NY 10036, http:/www.ansi.org.4 Available from American Society of Mechan
26、ical Engineers (ASME), ASME International Headquarters, Three Park Ave., New York, NY 10016-5990, http:/www.asme.org.5 Available from Society of Automotive Engineers (SAE), 400 Commonwealth Dr., Warrendale, PA 15096-0001, http:/www.sae.org.A1053/A1053M 12211.3 Flattening TestFlattening tests shall b
27、e made on a sufficient number of pipes to constitute 1 % of the lot, but at least onelength of pipe. Flattening tests shall be made on specimens from two tubes for lots of more than 100 pipes.11.4 A transverse guided face bend test may be conducted instead of a flattening test in accordance with the
28、 method outlinedin the steel tubular product supplement of Test Methods and Definitions A370. The ductility of the weld shall be consideredacceptable when there is no evidence of cracks in the weld or between the weld and the base metal after bending. Test specimensfrom 1 % of the lot shall be taken
29、 from the pipe or test plates of the same material as the pipe, the test plates being attached tothe end of the cylinder and welded as a prolongation of the pipe longitudinal seam.12. Hydrostatic or Nondestructive Electric Test12.1 Each pipe shall be subjected to a nondestructive electric test or hy
30、drostatic test. The type of test to be used shall be at theoption of the manufacturer, unless otherwise specified in the purchase order.12.2 The hydrostatic test shall be in accordance with Specification A999/A999M, unless specifically exempted under theprovisions of 12.3.12.3 For pipe whose dimensi
31、ons equal or exceed NPS 10, the purchaser, with the agreement of the manufacturer, is permittedto waive the hydrostatic test requirement when in lieu of such test the purchaser performs a system test. Each length of pipefurnished without the completed manufacturers hydrostatic test shall include wit
32、h the mandatory marking the letters “NH.”12.4 The nondestructive electric test shall be in accordance with Specification A999/A999M.13. Lengths13.1 Pipe lengths shall be in accordance with the following practice:13.1.1 The standard length, unless otherwise agreed upon, shall be 20 ft 6 m with the pe
33、rmitted range of 17 to 24 ft 5.2 to7.3 m. Shorter and longer lengths are acceptable, the number of joints and the minimum length shall be agreed upon between themanufacturer and the purchaser.13.1.2 If definite cut lengths are desired, the lengths required shall be specified in the order. No pipe sh
34、all be under the specifiedlength and no pipe shall be more than 14 in. 6 mm over the specified length.13.1.3 No jointers are permitted unless otherwise specified and agreed upon between the purchaser and manufacturer.14. Workmanship, Finish, and Appearance14.1 The finished pipes shall be straight wi
35、thin 0.2 % of length of pipe using a taught wire the length of the pipe.14.2 The finished pipes shall have a workmanlike finish. Removal of imperfections by grinding is permitted, providing the wallthickness is not decreased to less than that permitted in Section 9 of Specification A999/A999M.15. Re
36、pair by Welding15.1 For welded pipe whose diameter NPS 4, and whose nominal wall thickness 0.188 in. 4.77 mm, it is permitted to makeweld repairs with the addition of compatible filler metal to the weld seam or parent metal when approved by the purchaser. Repairwelding shall meet the requirements of
37、 Specification A999/A999M.TABLE 1 Chemical Composition Requirements, %AUNSDesignationBCarbon Manganese Phosphorous Sulfur Silicon Chromium Nickel Nitrogen Other ElementsS41003 0.030 1.50 0.040 0.030 1.00 10.512.5 1.50 0.030 .AMaximum, unless range or minimum is indicated.BDesignation established in
38、accordance with Practice E527 and SAE J 1086.TABLE 2 Permitted Variations in Wall ThicknessTolerance, % from NominalNPS Designator(All t/D ratios) Over UnderUp to 2 12 incl. 20 12.53 to 18 incl. 22.5 12.520 and larger 15.0 12.5TABLE 3 Permitted Variations in Outside DiameterNPS Designator Over Under
39、2 through 18 1 % 1 %20 and over 0.75 % 0.75 %A1053/A1053M 12315.2 The composition of the deposited filler metal shall be suitable for the Specification A1010/A1010M ferritic-martensiticplate.15.3 Pipes that have had weld seam repairs with filler metal shall be identified in the stencil with “WR” and
40、 shall be so identifiedon the certificate of tests.16. Certification16.1 In addition to the information required by Specification A999/A999M, the certified mill test report (CMTR) shall statewhether or not the material was hydrostatically tested. If the material was nondestructively tested, the cert
41、ification shall so stateand shall state which practice was followed and what reference discontinuities were used.17. Marking17.1 In addition to the marking specified in Specification A999/A999M, the marking shall include the NPS (nominal pipe size)or outside diameter, the schedule number or average
42、or minimum wall thickness, specification number, alloy grade, heat number,F when welded with the addition of filler metal, NH when hydrostatic testing is not performed and ET or UT when eddy currentor ultrasonic testing is performed. If the seam weld is x-rayed, the line marking shall so state. The
43、markings also shall include themanufacturers private identifying mark, and the marking required by 15.3, if applicable. If specified in the purchase order, themarking for pipe larger than NPS 4 shall include the weight per foot weight per metre.18. Government Procurement18.1 Scale Free for Governmen
44、t Procurement:18.1.1 When specified in the contract or order, the following requirements shall be considered in the inquiry, contract or order,for agencies of the U.S. Government where scale free pipe or tube is required. These requirements shall take precedence if thereis a conflict between these r
45、equirements and the product specifications.18.1.2 The requirements of Specification A999/A999M for pipe and Specification A1016/A1016M for tubes shall be applicablewhen pipe or tube is ordered to this specification.18.1.3 Ordering InformationOrders for material under this specification shall include
46、 the following in addition to therequirements of Section 4:18.1.3.1 Pipe or tube,TABLE 4 Dimensions of Welded PipeNPS Designator Outside Diameter Nominal Wall ThicknessSchedule 5SA Schedule 10SA Schedule 40S and Standard Schedule 80S and Extra Heavyin. mm in. mm in. mm in. mm in. mm2 2.375 60.33 0.0
47、65 1.65 0.109 2.77 0.154 3.91 0.218 5.542 12 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 5.49 0.300 7.623 12 4.000 101.60 0.083 2.11 0.120 3.05 0.226 5.74 0.318 8.084 4.500 114.30 0.083 2.11 0.120 3.05 0.237 6.02 0.337 8.565 5.563 141.30 0.109 2.7
48、7 0.134 3.40 0.258 6.55 0.375 9.526 6.625 168.28 0.109 2.77 0.134 3.40 0.280 7.11 0.432 10.978 8.625 219.08 0.109 2.77 0.148 3.76 0.322 8.18 0.500 12.7010 10.750 273.05 0.134 3.40 0.165 4.19 0.365 9.27 0.500B 12.70B12 12.750 323.85 0.156 3.96 0.180 4.57 0.375B 9.52B 0.500B 12.75B14 14.000 355.60 0.1
49、56 3.96 0.188B 4.78B . . . .16 16.000 406.40 0.165 4.19 0.188B 4.78B . . . .18 18.000 457.20 0.165 4.19 0.188B 4.78B . . . .20 20.000 508.00 0.188 4.78 0.218B 5.54B . . . .22 22.000 558.80 0.188 4.78 0.218B 5.54B . . . .24 24.000 609.60 0.218 5.54 0.250 6.35 . . . .30 30.000 762.000 0.250 6.35 0.312 7.92 . . . .32 32.000 812.80 . . 0.312C 7.92C . . . .34 34.000 863.60 . . 0.312C 7.92C . . . .36 36.000 914.40 . . 0.312C 7.92C . . . .ASchedules 5S and 10S wall thicknesses do not permit threading in accordance with ANSI B1.20.1.BThese do not
