ASTM A563-2007a(2014) Standard Specification for Carbon and Alloy Steel Nuts《碳和合金钢螺母标准规格》.pdf
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1、Designation: A563 07a (Reapproved 2014)Standard Specification forCarbon and Alloy Steel Nuts1This standard is issued under the fixed designation A563; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A num
2、ber 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 U.S. Department of Defense.1. Scope*1.1 This specification2covers chemical and mechanicalre
3、quirements for eight grades of carbon and alloy steel nuts forgeneral structural and mechanical uses on bolts, studs, andother externally threaded parts.NOTE 1See Appendix X1 for guidance on suitable application of nutgrades.1.2 The requirements for any grade of nut may, at thesuppliers option, and
4、with notice to the purchaser, be fulfilledby furnishing nuts of one of the stronger grades specifiedherein unless such substitution is barred in the inquiry andpurchase order.1.3 Grades C3 and DH3 nuts have atmospheric corrosionresistance and weathering characteristics comparable to that ofthe steel
5、s covered in Specifications A242/A242M, A588/A588M, and A709/A709M. The atmospheric corrosion resis-tance of these steels is substantially better than that of carbonsteel with or without copper addition (see 5.2). When properlyexposed to the atmosphere, these steels can be used bare(uncoated) for ma
6、ny applications.NOTE 2A complete metric companion to Specification A563 has beendevelopedA563M; therefore, no metric equivalents are presented in thisspecification.1.4 Terms used in this specification are defined in Termi-nology F1789 unless otherwise defined herein.2. Referenced Documents2.1 ASTM S
7、tandards:3A194/A194M Specification for Carbon and Alloy Steel Nutsfor Bolts for High Pressure or High Temperature Service,or BothA242/A242M Specification for High-Strength Low-AlloyStructural SteelA307 Specification for Carbon Steel Bolts, Studs, andThreaded Rod 60 000 PSI Tensile StrengthA325 Speci
8、fication for Structural Bolts, Steel, Heat Treated,120/105 ksi Minimum Tensile StrengthA354 Specification for Quenched and Tempered Alloy SteelBolts, Studs, and Other Externally Threaded FastenersA394 Specification for Steel Transmission Tower Bolts,Zinc-Coated and BareA449 Specification for Hex Cap
9、 Screws, Bolts and Studs,Steel, Heat Treated, 120/105/90 ksi Minimum TensileStrength, General UseA490 Specification for Structural Bolts, Alloy Steel, HeatTreated, 150 ksi Minimum Tensile StrengthA563M Specification for Carbon and Alloy Steel Nuts (Met-ric)A588/A588M Specification for High-Strength
10、Low-AlloyStructural Steel, up to 50 ksi 345 MPa Minimum YieldPoint, with Atmospheric Corrosion ResistanceA687 Specification for High-Strength Nonheaded SteelBolts and Studs (Withdrawn 1999)4A709/A709M Specification for Structural Steel for BridgesA751 Test Methods, Practices, and Terminology for Che
11、mi-cal Analysis of Steel ProductsB695 Specification for Coatings of Zinc Mechanically De-posited on Iron and SteelD3951 Practice for Commercial PackagingF606 Test Methods for Determining the Mechanical Proper-ties of Externally and Internally Threaded Fasteners,Washers, Direct Tension Indicators, an
12、d RivetsF812/F812M Specification for Surface Discontinuities ofNuts, Inch and Metric SeriesF1789 Terminology for F16 Mechanical FastenersF2329 Specification for Zinc Coating, Hot-Dip, Require-ments for Application to Carbon and Alloy Steel Bolts,Screws, Washers, Nuts, and Special Threaded Fasteners1
13、This specification is under the jurisdiction of ASTM Committee F16 onFasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts,Nuts, Rivets and Washers.Current edition approved April 1, 2014. Published May 2014. Originallyapproved in 1966. Last previous edition approved in 200
14、7 as A563 07a. DOI:10.1520/A0563-07AR14.2For ASME Boiler and Pressure Vessel Code applications see related Specifi-cation SA 563 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 AST
15、MStandards volume information, refer to the standards Document Summary page onthe ASTM website.4The last approved version of this historical standard is referenced onwww.astm.org.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO
16、Box C700, West Conshohocken, PA 19428-2959. United States1G101 Guide for Estimating the Atmospheric Corrosion Re-sistance of Low-Alloy Steels2.2 ANSI Standards:ANSI B1.1 Unified Screw Threads5ANSI B18.2.2 Square and Hex Nuts53. Ordering Information3.1 Orders for nuts under this specification shall i
17、nclude thefollowing:3.1.1 Quantity (number of nuts),3.1.2 Nominal size and thread series of nuts,3.1.3 Style of nut (for example, heavy hex),3.1.4 Grade of nut,3.1.5 Zinc CoatingSpecify the zinc-coating processrequired, for example, hot-dip, mechanically deposited, or nopreference (see 4.7),3.1.6 Ot
18、her FinishesSpecify other protective finish ifrequired,3.1.7 ASTM designation and year of issue, and3.1.8 Supplementary or special requirements.NOTE 3An example of an ordering description follows: 100078-9heavy hex nuts, Grade DH, hot-dip zinc-coated, and lubricated, ASTMA563XX.4. Materials and Manu
19、facture4.1 Steel for nuts shall be made by the open-hearth, basic-oxygen, or electric-furnace process except that steel for GradesO, A, and B nuts may be made by the acid-bessemer process.4.2 Nuts may be made cold or hot by forming, pressing, orpunching or may be machined from bar stock.4.3 Grades D
20、H and DH3 nuts shall be heat treated byquenching in a liquid medium from a temperature above thetransformation temperature and tempering at a temperature ofat least 800F.4.4 Grades C and D nuts made of steel having carboncontent not exceeding 0.20 %, phosphorus not exceeding0.04 %, and sulfur not ex
21、ceeding 0.05 % by heat analysis maybe heat treated by quenching in a liquid medium from atemperature above the transformation temperature and need notbe tempered. When this heat treatment is used, there shall beparticular attention to the requirements in 6.1.1.4.5 Grades C, C3, and D nuts made of an
22、y steel permittedfor these grades may be heat treated by quenching in a liquidmedium from a temperature above the transformation tempera-ture and tempering at a temperature of at least 800F.4.6 Threads shall be formed by tapping or machining.4.7 Zinc Coatings, Hot-Dip and Mechanically Deposited:4.7.
23、1 When zinc-coated fasteners are required, the pur-chaser shall specify the zinc coating process, for example,hot-dip, mechanically deposited, or no preference.4.7.2 When hot-dip is specified, the fasteners shall bezinc-coated by the hot-dip process in accordance with therequirements of Specificatio
24、n F2329.4.7.3 When mechanically deposited is specified, the fasten-ers shall be zinc coated by the mechanical deposition processin accordance with the requirements of Class 55 of Specifica-tion B695.4.7.4 When no preference is specified, the supplier mayfurnish either a hot-dip zinc coating in accor
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