ASTM A952 A952M-2002 Standard Specification for Forged Grade 80 and Grade 100 Steel Lifting Components and Welded Attachment Links.pdf
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1、Designation: A 952/A 952M 02Standard Specification forForged Grade 80 and Grade 100 Steel Lifting Componentsand Welded Attachment Links1This standard is issued under the fixed designation A 952/A 952M; the number immediately following the designation indicates the yearof original adoption or, in the
2、 case of revision, the year of last 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.1. Scope*1.1 This specification covers the requirements for forgedalloy steel lifting components a
3、nd welded coupling and masterlinks for Grade 80 and Grade 100 alloy chain slings asdescribed in Specification A 906/A 906M.1.2 Two grades of components and welded links are cov-ered:1.2.1 Grade 80.1.2.2 Grade 100.1.3 This specification is a performance standard. Otherstandards apply to use of these
4、products. Some of thesestandards are: OSHA 1910.184, ASME B30.10, and ASMEB30.9.1.4 The values stated in either inch-pound or SI units are tobe regarded separately as standard. Within the text, the SI unitsare shown in brackets. The values stated in each system are notexact equivalents; therefore, e
5、ach system shall be used inde-pendently of the other. Combining values from the two systemsmay result in nonconformance with the specification.2. Referenced Documents2.1 ASTM Standards:A 29/A 29M Specification for Steel Bars, Carbon and Alloy,Hot-Wrought and Cold-Finished, General Requirementsfor2A
6、391/A 391M Specification for Grade 80 Alloy SteelChain2A 751 Test Methods, Practices, and Terminology forChemical Analysis of Steel Products3A 906 Specification for Alloy Steel Chain Slings for Over-head Lifting2A 973/A 973M Specification for Grade 100 Alloy SteelChain2E 4 Practices for Force Verifi
7、cation of Testing Machines4E 44 Definitions of Terms Relating to Heat Treatment ofMetals5E 165 Test Method for Liquid Penetrant Examination6E 709 Guide for Magnetic Particle Examination62.2 Other Standards:OSHA 1910.184 Slings7ASME B30.9 Slings8ASME B30.10 Hooks83. Terminology3.1 Definitions of Term
8、s Specific to This Standard:3.1.1 breaking force, minimumthe minimum force inpounds or newtons at which the component has been found byverification testing to break when a constantly increasing forcewas applied in direct tension. This test is a manufacturersdesign verification test and shall not be
9、used as criteria forservice.3.1.2 chain slingan assembly consisting of alloy steelchain joined to upper and lower end components for attachingloads to be lifted by a crane or lifting machine.3.1.3 coupling linka link fitted to the end of the chain toconnect to another component of the sling. See Fig
10、. 1.3.1.4 master linka link used as an upper end componentof a chain sling and by means of which the sling may beattached to a crane or other device. See Fig. 1.3.1.5 master coupling link (secondary or intermediatelink)a link used on three and four leg slings to connect thelegs to a master link. See
11、 Fig. 1.3.1.6 proof testa quality control tensile test applied tocomponents for the purpose of verifying manufacturing andmaterial quality. It is the minimum force in pounds or newtonswhich the component has withstood at the time it left theproducer, under a test in which a constantly increasing for
12、ce1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel, and Related Alloys and is the direct responsibility of SubcommitteeA01.27 on Steel Chain.Current edition approved May 10, 2002. Published June 2002. Originallypublished as A 95296. Last previous edition A
13、 95298.2Annual Book of ASTM Standards, Vol 01.05.3Annual Book of ASTM Standards, Vol 01.03.4Annual Book of ASTM Standards, Vol 03.01.5Annual Book of ASTM Standards, Vol 01.02.6Annual Book of ASTM Standards, Vol 03.03.7Available from OSHA.8Available from ASME, 345 E. 47th Street, New York, NY 10017.1
14、*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 States.FIG. 1 General Component ConfigurationA 952/A 952M 022FIG. 1 General Component Configuration (continued)A 952/A 952M 023
15、has been applied in direct tension. Proof test loads are amanufacturing integrity test and shall not be used as criteria forservice.3.1.7 traceability codea series of letters, or numbers, orboth, marked on a component which enables its manufacturinghistory, including identity of the steel heat, to b
16、e traced.3.1.8 working load limit (WLL)the maximum combinedstatic and dynamic load in pounds or kilograms that shall beapplied in direct tension to the component.4. Classification4.1 Only Grade 80 and Grade 100 components are coveredunder this specification.4.2 Sixteen classes of components are cove
17、red under thisspecification. The general configuration on these componentsare shown in Fig. 1.4.2.1 Class EGHEye Grab Hook.4.2.2 Class CGHClevis Grab Hook.4.2.3 Class ESHEye Sling Hook.4.2.4 Class CSHClevis Sling Hook.4.2.5 Class EFHEye Foundry Hook.4.2.6 Class CFHClevis Foundry Hook.4.2.7 Class CLM
18、Coupling Link, Mechanical.4.2.8 Class ESLHEye Self-Locking Hook.4.2.9 Class CSLHClevis Self-Locking Hook.4.2.10 Class ECGHEye Claw Grab Hook.4.2.11 Class CCGHClevis Claw Grab Hook.4.2.12 Class MLMaster Link.4.2.13 Class MCLMaster Coupling Link.4.2.14 Class CLCoupling Link.4.2.15 Class CCLClevis Coup
19、ling Link.4.2.16 Class OTHSpecialty components may be requiredfor certain applications.4.3 For the classes listed in 4.2, an “S” prefix denotes acomponent with a swivel joint.5. Ordering Information5.1 It shall be the responsibility of the purchaser to specifyall requirements that are necessary for
20、material ordered underthis specification. Such requirements to be considered include,but are not limited to, the following:5.1.1 Product to conform to Specification A 952 or Speci-fication A 952M and year of issue.5.1.2 Nominal size of component, in. mm (see Note 1).5.1.3 Grade of component.5.1.4 Cl
21、ass of component.5.1.5 Quantity of components.5.1.6 Finish, if required.5.1.7 Certification, if required.5.1.8 Acceptance of inspection by purchaser, if required.5.1.9 Supplementary requirements, if required.NOTE 1Component size and working load limits are based on Grade80 and Grade 100 alloy steel
22、chain nominal sizes. See SpecificationA 391/A 391M and A 973/A 973M.6. Materials6.1 QualityThe selection of the type of steel is left to thejudgment of the manufacturer provided the material meets therequirements set forth in 6.2 and 6.3.6.2 Melting ProcessThe steel used shall be produced byan elect
23、ric process or by an oxygen blown process. The steelshall be fully killed and have an austenitic grain size of 5 orfiner.6.3 Chemical Requirements:6.3.1 The alloy steel used shall contain at least two of thethree alloying agents in the minimum percentages as listedbelow:Nickel 0.40 % minimumChromium
24、 0.40 % minimumMolybdenum 0.15 % minimum6.3.2 The phosphorous and sulfur content of the steel shallnot exceed 0.025 % for each element.6.3.3 Product AnalysisThe steel used may be analyzed bythe purchaser and shall conform to the requirements of 6.3.1and 6.3.2 subject to the product analysis toleranc
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