ASTM A540 A540M-2011 Standard Specification for Alloy-Steel Bolting for Special Applications《特殊应用的合金钢锚杆支护的标准规范》.pdf
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1、Designation: A540/A540M 11Standard 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 that may be used for nuclear and otherspecial applicat
3、ions. See Specification A962/A962M for thedefinition 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 at the option of the purchaser. Th
4、ese 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 applicable “M” specification designation (
5、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, each systemshall be used independ
6、ently 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 Creep RangeE45 Test Methods for De
7、termining the Inclusion Content ofSteel3. Ordering Information3.1 The inquiry and orders for material under this specifi-cation shall include the following, as required, to describe thedesired material adequately:3.1.1 Grade and Class3.1.2 Condition (Section 5),3.1.3 Heat treatment (Section 6),3.1.4
8、 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 supplied to this specification shall conform tothe requirements of Speci
9、ficationA962/A962M. These require-ments include test methods, finish, thread dimensions, macroetch, marking, certification, optional supplementary require-ments, and others. Failure to comply with the requirements ofSpecification A962/A962M constitutes nonconformance withthis specification. In case
10、of conflict between this specificationand Specification A962/A962M, this specification shall pre-vail.5. Manufacture5.1 Bolting material shall be supplied hot-rolled or hot-forged or cold-finished at the option of the producer. However,if desired by the purchaser, cold finishing may be specified.6.
11、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 andtempering as specified in 6.21This specification is under the jurisdiction of ASTM Committee A01 on Stee
12、l,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.22 on Steel Forgings and Wrought Fittings for Piping Applications and BoltingMaterials for Piping and Special Purpose Applications.Current edition approved Nov. 1, 2011. Published December 2011. Originallyapprov
13、ed in 1965. Last previous edition approved in 2010 as A540/A540M10a.DOI: 10.1520/A0540_A0540M-11.2For ASME Boiler and Pressure Vessel Code Applications 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 Cu
14、stomer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohock
15、en, PA 19428-2959, United States.6.2 Bolting ordered in the liquid-quenched and temperedcondition shall be uniformly reheated from a temperaturebelow the cooling transformation range to the proper austen-itizing temperature, quenched in a liquid medium under sub-stantially uniform conditions, and th
16、en uniformly reheated fortempering. The minimum tempering temperature shall be 850F 455 C.6.3 Material that has been straightened after quenching andtempering shall be stress relieved by reheating to a temperaturenot lower than 100 F 55 C under the tempering tempera-ture.7. Chemical Composition7.1 T
17、he steel shall conform to the chemical requirementsprescribed in Table 1.8. Tensile Requirements8.1 Material furnished in the annealed condition shall becapable of meeting the specified tensile properties for the classas specified in Table 2 when heat treated in accordance with 6.2and 6.3 (see Suppl
18、ementary Requirement S4).8.2 Bolting in the quenched and tempered or quenched,tempered and stress-relieved condition shall conform to prop-erties shown in Table 2 for the specified class.9. Hardness Requirements9.1 The hardness shall be determined on the surface of thematerial after removal of decar
19、burization.9.2 The hardness of material in the annealed condition shallnot be greater than 235 HBW.9.3 The hardness of material in the quenched and temperedor quenched, tempered and stress-relieved condition shall bewithin the limits in Table 2 for the specified class.10. Impact Requirements10.1 Ann
20、ealed material after proper heat treatment shall becapable of meeting the impact requirements in Table 2 or ofSupplementary Requirement S8, if so specified (see Supple-mentary Requirement S4).10.2 Material in the quenched and tempered or quenched,tempered, and stress-relieved condition shall conform
21、 to theimpact requirements in Table 2, or of Supplementary Require-ment S8 if so specified.10.3 The percent of shear (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 valu
22、e shall be recorded for all impact specimens.10.5 The percent shear and the amount of lateral expansionshall be reported for information purposes (see 16.1).TABLE 1 Chemical RequirementsAGradeSymbol$ B21 B22 B23 B24 B24V(Cr-Mo-V) (4142-H) (E-4340-H) (4340 Mod.) (4340V Mod.)Chromium-Molybdenum-Vanadi
23、umChromium-MolybdenumChromium-Nickel-MolybdenumChromium-Nickel-MolybdenumChromium-Nickel-Molybdenum-VanadiumRange, % ProductVariation,Over orUnder,B%Range, % ProductVariation,Over orUnder,B%Range, % ProductVariation,Over orUnder,B%Range, % ProductVariation,Over orUnder,B%ProductVariation,Over orUnde
24、r,B%Carbon 0.360.44 0.02 0.390.46 0.02 0.370.44 0.02 0.370.44 0.02 0.370.44 0.02Manganese 0.450.70 0.03 0.651.10 0.04 0.600.95 0.04 0.700.90 0.04 0.600.95 0.04Phosphorus, max 0.025C0.005 0.025C0.005 0.025C0.005 0.025C0.005 0.025C0.005Sulfur, max 0.025C0.005 0.025C0.005 0.025C0.005 0.025C0.005 0.025C
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