ASTM F880-2002(2008) Standard Specification for Stainless Steel Socket-Set Screws《不锈钢凹头定位螺钉标准规范》.pdf
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1、Designation: F 880 02 (Reapproved 2008)Standard Specification forStainless Steel Socket-Set Screws1This standard is issued under the fixed designation F 880; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision
2、. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 This specification covers the requirements for aus
3、teniticgrade stainless steel socket-set screws (SSS) sizes 0.060through 0.500 in., in two conditions, AF and CW.1.2 UnitsThe values stated in inch-pound units are to beregarded as standard. No other units of measurement areincluded in this standard.NOTE 1Acomplete metric companion to Specification F
4、 880 has beendevelopedF 880M; therefore, no metric equivalents are shown in thisspecification.1.3 The following hazards caveat pertains only to TestMethod Section, Section 12 of this specification. This standarddoes not purport to address (all of) the safety problemsassociated with its use. It is th
5、e responsibility of the user of thisstandard to establish appropriate safety and health practicesand determine the applicability of regulatory limitations priorto use.2. Referenced Documents2.1 ASTM Standards:2A 262 Practices for Detecting Susceptibility to Intergranu-lar Attack in Austenitic Stainl
6、ess SteelsA 342/A 342M Test Methods for Permeability of FeeblyMagnetic MaterialsA 380 Practice for Cleaning, Descaling, and Passivation ofStainless Steel Parts, Equipment, and SystemsA 555/A 555M Specification for General Requirements forStainless Steel Wire and Wire RodsA 751 Test Methods, Practice
7、s, and Terminology forChemical Analysis of Steel ProductsA 967 Specification for Chemical Passivation Treatmentsfor Stainless Steel PartsD 3951 Practice for Commercial PackagingE18 Test Methods for Rockwell Hardness of MetallicMaterialsF 593 Specification for Stainless Steel Bolts, Hex CapScrews, an
8、d StudsF 788/F 788M Specification for Surface Discontinuities ofBolts, Screws, and Studs, Inch and Metric SeriesF 1470 Guide for Fastener Sampling for Specified Mechani-cal Properties and Performance Inspection2.2 ASME Standard:3B 18.3 Socket Cap, Shoulder and Set Screws, Inch Series3. Classificatio
9、n3.1 The designation of the alloy group and condition for thetwo materials and conditions of this specification shall beconsistent with the stainless steel designations in SpecificationF 593.3.2 The austenitic stainless steel socket set screw shall bedesignated F 880 Group 1 Condition AF (solution a
10、nnealed) orF 880 Group 1 Condition CW (cold worked).4. Ordering Information4.1 Orders for material under this specification shall includethe following information:4.1.1 Quantity (number of screws);4.1.2 Dimensions, including nominal thread designation,thread pitch, nominal screw length (inches) and
11、point configu-ration. A standard part number may be used for this definition;4.1.3 Name of the screw (SSS);4.1.4 Condition AF/CW;4.1.5 Surface finish, if required. If a finish other thanpassivation is required, it must be specified on the order orproduct standard;4.1.6 ASTM specification and year of
12、 issue; and4.1.7 Any special or supplemental requirements.1This specification is under the jurisdiction of ASTM Committee F16 onFasteners and is the direct responsibility of Subcommittee F16.04 on NonferrousFasteners.Current edition approved May 1, 2008. Published August 2008. Originallyapproved in
13、1986. Last previous edition approved in 2002 as F 880 - 02.2For 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 ASTM website.3A
14、vailable from American National Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036, http:/www.ansi.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.4.2 Example50 000 pieces 0.250-20 3 0.375 cone pointSSS CW A
15、STM F 880 XX.5. Materials and Manufacture5.1 The screw may be forged, formed, extruded, machined,or ground to meet the dimensional characteristics and perfor-mance requirements.5.2 Heat TreatmentAustenitic alloys Group 1 ConditionAF screw shall be annealed by heating to 1900 6 50F toobtain maximum c
16、orrosion resistance and minimum perme-ability. The screws shall be held for a sufficient time attemperature, then cooled at a rate sufficient to prevent precipi-tation of the carbide and provide the properties in accordancewith Table 1.5.3 When condition CW is specified, the austenitic alloysshall b
17、e annealed as specified in 5.2, generally by the rawmaterial manufacturer, and then cold worked to developspecific properties.6. Chemical Composition6.1 The analysis of the screw material shall conform to thechemical composition specified in Table 2.6.2 Unless otherwise specified in the inquiry and
18、purchaseorder (see Supplementary Requirement S2), the choice of alloyused shall be that of the fastener manufacturer as determinedby his fabrication methods and material availability. Thespecific alloy used by the manufacturer shall be clearlyidentified on all certification required in the purchase
19、order andshall have a chemical composition conforming to the limitsspecified in Table 2.6.3 When chemical analysis is performed by the purchaserusing finished fasteners representing each lot, the chemicalcontents obtained shall conform to the limits specified in Table2 for the specific alloy. Chemic
20、al composition shall conform tothe tolerances specified in Specification A 555/A 555M.6.3.1 In the event of a discrepancy, a referee analysis of thesamples for each lot as specified in 12.1 shall be made inaccordance with 11.3.1.7. Mechanical Properties7.1 Socket-set screws, when subjected to a torq
21、ue test inaccordance with 12.3.1, shall withstand application of the testtightening torque specified in Table 1 without evidence of thesocket reaming or the screw bursting.7.2 The hardness limits from 70 to 95 HRB (125 to 210DPH) for Condition AF and 96 HRB to 33 HRC (216 to 327DPH) for Condition CW
22、 shall be met as determined using TestMethods E18.8. Corrosion Resistance Requirements Corrosion ResistanceRequirements8.1 Carbide Precipitation:8.1.1 Rod, bar, and wire in the austenitic alloy groups 1, 2,and 3, except the free-machining grades, 303 and 303Se, usedto make fasteners in accordance wi
23、th this specification shall becapable of passing the test for susceptibility to intergranularcorrosion as specified in Practice E of Practices A 262.8.1.2 As stated in Practices A 262, samples may be sub-jected to the faster and more severe screening test in accor-dance with Practice A. Failing Prac
24、tice A, specimens shall betested to Practice E and be considered satisfactory if passingPractice E.9. Dimensions9.1 Unless otherwise specified, the product shall conform tothe requirements of ASME B 18.3.10. Workmanship, Finish, and Appearance10.1 Surface TreatmentUnless otherwise specified,screws s
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