ASTM A391 A391M-2001 Standard Specification for Grade 80 Alloy Steel Chain.pdf
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1、Designation: A 391/A 391M 01Standard Specification forGrade 80 Alloy Steel Chain1This standard is issued under the fixed designation A 391/A 391M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revision. A number
2、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 Grade 80 heat-treated alloysteel chain for such applications as slings, lifting assemblies,and load binding.NOTE 1
3、This specification does not cover alloy steel chain for pocketwheel applications.1.2 The values stated in either SI units or in other units shallbe regarded separately as standard. The values stated in eachsystem may not be exact equivalents; therefore, each systemmust be used independently of the o
4、ther, without combiningvalues in any way.2. Referenced Documents2.1 ASTM Standards:A 29/A 29M Specification for Steel Bars, Carbon and Alloy,Hot-Wrought and Cold-Finished, General Requirementsfor2E 30 Test Methods for Chemical Analysis of Steel, CastIron, Open-Hearth Iron, and Wrought Iron3E 44 Defi
5、nitions of Terms Relating to Heat Treatment ofMetals4E 350 Test Methods for Chemical Analysis of Carbon Steel,Low-Alloy Steel, Silicon Electrical Steel, Ingot Iron, andWrought Iron3E 415 Test Method for Optical Emission Vacuum Spectro-metric Analysis of Carbon and Low-Alloy Steel33. Terminology3.1 D
6、efinitions of Terms Specific to This Standard:3.1.1 breaking force, minimumthe minimum force inpounds or newtons at which the chain, during manufacture, hasbeen found by testing to break when a constantly increasingforce is applied in direct tension. This test is a manufacturersattribute acceptance
7、test and shall not be used as criteria forservice.3.1.2 lotfor the purpose of acceptance testing, a lot shallconsist of 3000 ft 1000 m, or fraction thereof, of the samegrade and size chain. If a continuous length of chain exceeds3000 ft 1000 m, it shall also be considered a lot.3.1.3 proof testa qua
8、lity control tensile test applied tochain for the purpose of verifying weld and material quality. Itis the minimum force in pounds or newtons which the chainhas withstood at the time it left the producer, under a test inwhich a constantly increasing force has been applied in directtension to a strai
9、ght length of chain. Proof test loads are amanufacturing integrity test and shall not be used as criteria forservice or design purposes.3.1.4 working load limit (WLL)the maximum combinedstatic and dynamic load in pounds or kilograms that shall beapplied in direct tension to an undamaged straight len
10、gth ofchain.4. Ordering Information4.1 It shall be the responsibility of the purchaser to specifyall requirements that are necessary for material ordered underthis specification. Such requirements to be considered include,but are not limited to, the following:4.1.1 Product to conform to Specificatio
11、n A 391 or A 391Mand year of issue,4.1.2 Nominal size of chain in in. mm,4.1.3 Quantity of chain in ft m,4.1.4 Length of each piece, if required,4.1.5 Finish, if required,4.1.6 Certification of test(s), if required, and4.1.7 Acceptance of inspection by purchaser, if required.5. Manufacturing5.1 Melt
12、ing ProcessThe alloy steel shall be made to afully-killed fine austenitic grain process.5.2 Welding ProcessAlloy steel chain may be made by theelectric welding or gas welding process.5.3 Heat TreatmentAfter welding, alloy steel chain shallbe heat treated before applying the proof test. Heat treatmen
13、tshall include quenching and tempering as defined by Defini-tions E 44.1This 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 Sept. 10, 2001. Publi
14、shed November 2001. Originallypublished as A 39155T. Last previous edition A 39198.2Annual Book of ASTM Standards, Vol 01.05.3Discontinued. See 1995 Annual Book of ASTM Standards, Vol 03.05.4Discontinued. See 1993 Annual Book of ASTM Standards, Vol 01.02.1*A Summary of Changes section appears at the
15、 end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.6. Material Requirements6.1 Heat AnalysisThe selection and amounts of the alloy-ing elements in the steel are left to the judgment of theindividual chain manufactur
16、er provided the steel meets thefollowing criteria: Carbon: 0.35 % max.; Phosphorous:0.025 % max.; Sulfur: 0.025 % max. Nickel must be present inan alloying amount (0.40 % min); and at least one of thefollowing elements must be present in an alloying amount:Chromium (0.40 % min) or Molybdenum (0.15 %
17、 min).6.2 Product AnalysisThe steel used may be analyzed bythe purchaser and shall conform to the requirements of 6.1subject to the product analysis tolerances specified in Specifi-cation A 29/A 29M. Test samples may be taken from rods,bars, or finished chain. Samples for analysis shall be so takena
18、s to represent the full cross section of the specimen.6.3 Test Methods E 30, E 350, or E 415 shall be used forreferee purposes.7. Mechanical Requirements7.1 Proof TestAll chain shall be tested to at least the proofload prescribed in Table 1 for the appropriate size chain. Whenso tested it shall with
19、stand these loads without loss of chainintegrity. Links or chain segments not withstanding the prooftest load shall be removed from the chain.7.2 Breaking ForceThe breaking force test specimen shallconsist of a length from the lot containing at least the numberof links in Table 2. All chain shall be
20、 in the quenched andtempered condition before the breaking force is measured.7.2.1 Fixtures for securing chain in a testing machine shallbe properly designed to support securely the shoulder of thelink (see Note 2). The opening in the fixture shall not be morethan 125 % of the stock diameter being t
21、ested. Links engagedin the testing fixture shall not be considered part of the testspecimen.NOTE 2“U” bolts of the same or larger diameter and the same orgreater strength may be used to secure the chain to the jaws of the testingmachine.7.2.2 Test specimens shall meet or exceed the minimumbreaking f
22、orce values given in Table 1 for the appropriate sizechain.7.3 Elongation:7.3.1 All chain must be in the quenched and temperedcondition before the elongation is measured.7.3.2 The elongation test specimen shall consist of a lengthfrom the lot containing at least the number of links in Table 2.7.3.3
23、A positive load not exceeding 10 % of the proof testshall be applied for determining the original gage length(L0).7.3.4 The elongation shall be based on the total extension atfracture. This is expressed as a percentage of the change inlength (DL) divided by the original gage length (L0). Theelongati
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