ASTM A540 A540M-2015 Standard Specification for Alloy-Steel Bolting for Special Applications《用于特殊用途的合金钢螺栓连接的标准规格》.pdf
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1、Designation: A540/A540M 15Standard Specification forAlloy-Steel Bolting for Special Applications1This standard is issued under the fixed designation A540/A540M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revis
2、ion. 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 regular and special-qualityalloy steel bolting materials and bolting components that maybe used for n
3、uclear and other special applications. See Speci-fication A962/A962M for the definition of bolting.1.2 The following referenced common requirements areindispensable for application of this specification: SpecificationA962/A962M.1.3 Supplementary requirements of an optional nature areprovided for use
4、 at the option of the purchaser. These supple-mentary requirements only apply when specified individuallyby the purchaser in the purchase order or contract.1.4 This specification is expressed in both inch-pound unitsand in SI units; however, unless the purchase order or contractspecifies the applica
5、ble “M” specification designation (SIunits), inch-pound units shall apply.1.5 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. Within the text, theSI units are shown in brackets. The values stated in eachsystem may not be exact equivalents; therefore
6、, each systemshall be used independently of the other. Combining valuesfrom the two systems may result in non-conformance with thestandard.2. Referenced Documents2.1 ASTM Standards:3A962/A962M Specification for Common Requirements forBolting Intended for Use at Any Temperature from Cryo-genic to the
7、 Creep RangeE45 Test Methods for Determining the Inclusion Content ofSteel3. Ordering Information3.1 The inquiry and orders for bolting material and boltingcomponents under this specification shall include thefollowing, as required, to describe the desired items ad-equately:3.1.1 Grade and Class3.1.
8、2 Condition (Section 5),3.1.3 Heat treatment (Section 6),3.1.4 Supplementary Requirements (S1 to S9),3.1.5 Reports required (Section 16),3.1.6 End use, and3.1.7 Any special requirements.3.2 The purchaser is referred to the listed supplementaryrequirements.4. Common Requirements4.1 Bolting materials
9、and bolting components supplied tothis specification shall conform to the requirements of Speci-fication A962/A962M. These requirements include testmethods, finish, thread dimensions, macro etch, marking,certification, optional supplementary requirements, and others.Failure to comply with the requir
10、ements of SpecificationA962/A962M constitutes nonconformance with this specifica-tion. In case of conflict between this specification and Speci-fication A962/A962M, this specification shall prevail.5. Manufacture5.1 Bolting material shall be supplied hot-rolled or hot-forged or cold-finished at the
11、option of the producer. However,if desired by the purchaser, cold finishing may be specified.6. Heat Treatment6.1 Bolting material ordered in the annealed condition shallhave a structure suitable for machining. Such annealed materialis not intended to be used without subsequent quenching andtemperin
12、g as specified in 6.2.6.2 Bolting material ordered in the liquid-quenched andtempered condition shall be uniformly reheated from a tem-perature below the cooling transformation range to the properaustenitizing temperature, quenched in a liquid medium undersubstantially uniform conditions, and then u
13、niformly reheatedfor tempering. The minimum tempering temperature shall be850 F 455 C.1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.22 on Steel Forgings and Wrought Fittings for Pipi
14、ngApplications and BoltingMaterials for Piping and Special Purpose Applications.Current edition approved Nov. 1, 2015. Published November 2015. Originallyapproved in 1965. Last previous edition approved in 2011 as A540/A540M11.DOI: 10.1520/A0540_A0540M-15.2For ASME Boiler and Pressure Vessel Code Ap
15、plications see related Specifi-cation SA-540 in Section II of that Code.3For 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 Summary page onthe AS
16、TM website.*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 States16.3 Bolting material that has been straightened after quench-ing and tempering shall be stress relieved by reh
17、eating to atemperature not lower than 100 F 55 C under the temperingtemperature.7. Chemical Composition7.1 Steels used for bolting materials shall conform to thechemical requirements prescribed in Table 1.8. Tensile Requirements8.1 Bolting material furnished in the annealed conditionshall be capable
18、 of meeting the specified tensile properties forthe class as specified in Table 2 when heat treated in accor-dance with 6.2 and 6.3 (see Supplementary Requirement S4).8.2 Bolting material in the quenched and tempered orquenched, tempered and stress-relieved condition shall con-form to properties sho
19、wn in Table 2 for the specified class.9. Hardness Requirements9.1 The hardness shall be determined on the surface of thematerial after removal of decarburization.9.2 The hardness of bolting material in the annealed condi-tion shall not be greater than 235 HBW.9.3 The hardness of bolting material in
20、the quenched andtempered or quenched, tempered and stress-relieved conditionshall be within the limits in Table 2 for the specified class.10. Impact Requirements10.1 Annealed bolting material after proper heat treatmentshall be capable of meeting the impact requirements in Table 2or of Supplementary
21、 Requirement S8, if so specified (seeSupplementary Requirement S4).10.2 Bolting material in the quenched and tempered orquenched, tempered, and stress-relieved condition shall con-form to the impact requirements in Table 2, or of Supplemen-tary Requirement S8 if so specified.10.3 The percent of shea
22、r (ductility or fibrous) fracture shallbe computed. The computed value shall be recorded for allimpact specimens.10.4 The amount of lateral expansion shall be measured.The measured value shall be recorded for all impact specimens.10.5 The percent shear and the amount of lateral expansionshall be rep
23、orted for information purposes (see 16.1).11. Workmanship, Finish, and Appearance11.1 Bolting material shall be uniform in quality and free ofdefects that would be detrimental to the intended service. Ifmagnetic particle inspection for such defects is desired,Supplementary Requirement S6 should be s
24、pecified.11.2 Surface QualityBolting material shall be free ofseams, laps, cracks, or other defects that are not removablewithin the machining cleanup allowance specified in Table 3.12. Surface Condition12.1 Bolting material shall be cleaned and furnished in thescale-free condition.13. Number of Tes
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