ASTM F1667-2013 Standard Specification for Driven Fasteners Nails Spikes and Staples《楔入式紧固件的标准规范 钉子 长钉和u形钉》.pdf

《ASTM F1667-2013 Standard Specification for Driven Fasteners Nails Spikes and Staples《楔入式紧固件的标准规范 钉子 长钉和u形钉》.pdf》由会员分享，可在线阅读，更多相关《ASTM F1667-2013 Standard Specification for Driven Fasteners Nails Spikes and Staples《楔入式紧固件的标准规范 钉子 长钉和u形钉》.pdf（46页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F1667 13Standard Specification forDriven Fasteners: Nails, Spikes, and Staples1This standard is issued under the fixed designation F1667; 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.The Commercial and Government Entity (Cage) Code for ASTM: 81346

3、.1. Scope*1.1 This specification covers nails, spikes, staples, and otherdriven fasteners, as listed in Table 1.NOTE 1Fastener ductility information is presented in Table 2 anddimensional information in Tables 365.1.2 Fasteners described in this specification are driven byhand tool, power tool, or m

4、echanical device in single ormultiple strikes and are positioned by hand, tool, or machine.1.3 The values stated in inch-pound units are to be regardedas standard. No other units of measurement are included in thisstandard.1.4 Fasteners in this specification are sold in bulk (loose)form and are coll

5、ated for loading into the magazine of anapplication tool. Other than as covered in Section 9,Workmanship, cohering materials (including, but not limitedto, plastic, adhesive bond, paper tape, plastic strip, plasticcarrier, wire, etc.) and relative orientation of collated fastenersare not within the

6、scope of this standard.1.5 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior

7、 to use.2. Referenced Documents2.1 ASTM Standards:2A153/A153M Specification for Zinc Coating (Hot-Dip) onIron and Steel HardwareA510M Specification for General Requirements for WireRods and Coarse Round Wire, Carbon Steel (Metric)(Withdrawn 2011)3A641/A641M Specification for ZincCoated (Galvanized)C

8、arbon Steel WireB695 Specification for Coatings of Zinc Mechanically De-posited on Iron and SteelF547 Terminology of Nails for Use with Wood and Wood-Base MaterialsF592 Terminology of Collated and Cohered Fasteners andTheir Application ToolsF680 Test Methods for NailsF1575 Test Method for Determinin

9、g Bending Yield Momentof Nails3. Terminology3.1 DefinitionsThe definitions used in this specificationare those of common commercial acceptance and usage andalso appear in Terminologies F547 and F592.4. Classification4.1 The fasteners and their Table 1 classification are iden-tified as follows:NOTE 2

10、The identification of fasteners, classified by style and type(alpha indicators) followed by a dash number (numerical code) based onTables 365, identifies dimensions specifically and establishes a PIN (partidentifying number) system when preceded by the F1667 ASTM desig-nator of this specification. F

11、or example:1This specification is under the jurisdiction of ASTM Committee F16 onFasteners and is the direct responsibility of Subcommittee F16.05 on Driven andOther Fasteners.Current edition approved Dec. 1, 2013. Published February 2014. Originallyapproved in 1995. Last previous edition approved i

12、n 2011 as F1667 11a1. DOI:10.1520/F1667-13.2For 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.3The last approved

13、 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 Box C700, West Conshohocken, PA 19428-2959. United States14.2 The trade designation, S, pennyweight, used in comm

14、er-cial practice is referenced in Tables 364 wherever it applies.5. Ordering Information5.1 Orders for driven fasteners under this specification shallinclude the following information:5.1.1 Quantity or weight;5.1.2 Part identifying number (PIN) or product description(see 4.1 and appropriate table);5

15、.1.3 Special material requirements, if specified, includingcoatings or finishes;5.1.4 ASTM designation;5.1.5 Packaging requirements;5.1.6 A producers or suppliers certification that the mate-rial and the finished fastener are in compliance with thisspecification, furnished only when specified in the

16、 purchaseorder;5.1.7 Supplementary requirements, if any; and5.1.8 Any additions agreed upon between the purchaser andthe supplier.6. Material Requirements6.1 Steel wire used in the manufacture of driven fastenersshall be of low carbon, medium-low carbon, or medium-highcarbon.6.2 Stainless steel wire

17、 used in the manufacture of drivenfasteners shall be of Types 302, 304, 305, or 316.6.3 Carbon steel wire for the manufacture of hardened steelnails shall be suitable for heat treatment to a minimumhardness of 37 HRC.6.4 Sheet steel used in the manufacture of cut nails (Type II)and cut spikes (Type

18、III) shall be a medium-carbon sheet steel.6.5 Copper used in the manufacture of driven fasteners shallcontain a minimum of 98 % pure copper.6.6 Copper-clad steel wire used in the manufacture ofdriven fasteners shall contain not less than 20 % copper byweight. The average thickness of copper on the s

19、teel wire shallbe not less than 10 % of the radius of the clad wire; theminimum thickness of copper on the steel wire shall be not lessthan 8 % of the radius of the clad wire.6.7 Aluminum alloy wire used in the manufacture of fas-teners shall conform to Alloy 2024, 5056, 6061, or 6110 andhave a mini

20、mum ultimate tensile strength of 60 000 psi.NOTE 3Smooth shank nails are sometimes chemically treated toremove grease, oil, and foreign matter and to roughen the surfacemicroscopically. Mechanically deformed nails are sometimes cleaned toremove grease and foreign matter.6.8 Brass wire used in the ma

21、nufacture of fasteners shall beof good commercial quality suitable for the purpose.TABLE 1 Classification and Identification IndexType Style Style Identification TableINails (NL) 1. Brads BR 32. Barrel BL 43. Boat BTH/BTL 54. Box A BXA 6Box B BXB 75. Broom BM 86. Casing CN 97. Cooler CL 108. Sinker

22、SK 119. Corker CK 1210. Common CMA 13Common CMC 14Common CMS 15Common CMM 1611. Concrete CTS/CTM 1712. Double-headed DH 1813. Fine FN 1914. Finishing FH 2015. Flooring FL 2116. Lath LHF 22Lath LHH 2317. Masonry MR/MRH 2418. Pallet PL 2519. Gypsum wallboard GWS 26Gypsum wallboard GWM 2720. Roofing RF

23、A 28Roofing RFS 29Roofing RFC 30Roofing RFL 31Roofing RFR 32Roofing RFD 33Roofing RFNS/RFND 3421. Shingle SHAD/SHAS 35Shingle SHSS/SHNSB 3622. Siding SDF/SDC/SDK 3723. Slating SLA/SLC/SLS 3824. Rubber heel RH 3925. Underlayment UL 4026. Square-barbed SB 4127. Masonry drive MD 4228. Escutcheon ES 432

24、9. Glulam rivet GR 4430. Post frame PF 45IICut nails (CN) 1. Common CM 462. Basket BK 473. Clout CL 484. Trunk TR 495. Cobblers CB 506. Extra-iron clinching EC 517. Hob HB 52IIISpikes (SP) 1. Common CM 532. Gutter GRF/GRO 543. Round RDC/RDF 554. Barge and boat BB 56IVStaples (ST) 1. Fence FN 572. Po

25、ultry netting PN 583. Flat top crown FC 59Flat top crown FCC 604. Round or V crown RC 615. Preformed PC 626. Electrical RE 637. Preformed hoop PH 648. Cap STC 65TABLE 2 Bend Angles for Fasteners Using the Test MethodsF680 Bend TestFastener Material BendAngle, 1. Steel wire: (low-carbon, medium-lowca

26、rbon, medium-carbon) (unhardened)1802. Stainless steel wire 1803. Hardened steel fasteners 204. Sheet steel for cut nails, Type II,and cut spikes, Type III905. Copper (min 98 %) 1806. Copper clad wire (min 20 %) 1807. Aluminum alloy wire 908. Brass wire 180F1667 1327. Physical Properties7.1 Ductilit

27、yThe fasteners shall be sufficiently ductile towithstand cold bending without fracture, as specified in Table2 for various materials used in the manufacture of fastenersutilizing the conventional bend test described in Test MethodsF680. Mandrel diameter used in this test shall not exceednail/wire di

28、ameter. The cold bend test shall not apply tounhardened nails with deformed shanks.7.2 Tensile StrengthFinished driven fasteners are not nor-mally subject to tension testing. However, the wire or sheetused to manufacture the fastener is tested as required forcontrol in the production process during

29、manufacture.7.3 Number per poundNumber per pound figures are notrequirements. Number per pound varies (1) as actual dimen-sions vary within tolerance ranges, (2) between bright andcoated nails, and (3) with zinc coating thickness for galvanizednails. No tolerances have been established for these fig

30、ures.They are for reference only and shall not be used as productacceptance/rejection criteria.8. Dimensions and Tolerances8.1 Nominal dimensions of nails and spikes shall be asshown in Tables 356. The following dimensional designationsshall apply:S = trade designation (reference in penny weight),L

31、= length, in.,H = head diameter or width, in.,D = shank diameter, in.,B = head separation, in. (Table 18), andNo./lb = approximate count per pound.8.1.1 The lengths, L, of nails and spikes with flat heads orparallel shoulders under the head shall be measured from underthe head or shoulder to the tip

32、 of the point. All other nails andspikes shall be measured overall.8.1.2 The diameter, D, of smooth shank nails and spikesshall be measured away from the gripper marks. The diameter,D, of formed or deformed shanks shall be measured beforedeformation, or, if specified, the thread crest diameter after

33、deformation, or both. All diameter dimensions shall be takenprior to the application of or after the removal of any coatingsor finish.8.2 Tolerances on Nominal Dimensions for Nails andSpikes:8.2.1 Length tolerances shall be 6132 in. for lengths up toand including 1 in.; 6116 in. for lengths over 1 i

34、n., up to andincluding 212 in.; 6332 for lengths over 212 in., up to andincluding 7 in.; and 618 in. for all lengths over 7 in.8.2.2 Shank diameter tolerances shall be 60.002 in. fordiameters smaller than 0.076 in. and 60.004 in. for diameters0.076 in. and larger.8.2.3 Head Diameter Tolerances:8.2.3

35、.1 Hand DrivenTolerances on head diameters ofroofing nails shall be +0, 10 % of the nominal head diameter(the mean of two readings 90 apart). For other brads, nails,and spikes, the tolerance shall be 610 % of the nominal headdiameter (individual measurement). The difference in diameteracross the lon

36、g axis of a roofing nail shall not exceed thatacross the short axis by more than 20 %. For other brads, nails,and spikes, the difference in diameter across the long axis shallnot exceed that across the short axis by more than 10 %.Afilletshall be provided under the head if not otherwise specified.8.

37、2.3.2 Power DrivenTolerances on head diameters ofpower-driven nails shall comply with the manufacturers speci-fications and shall be suitable for use in the make and model ofthe tool specified.8.3 Nominal dimensions of staples shall be as shown inTables 5765, and the following dimensional designatio

38、nsshall apply:8.3.1 Hand ToolDriven Nominal Dimensions:L = leg length, inside, in.,D = round leg diameter, in.,C = crown width, inside, in., andNo./lb = approximate count per pound.8.3.2 Power ToolDriven Nominal Dimensions:D = round leg diameter, in.,L = leg length, outside, in.,T = leg thickness, i

39、n. (see Tables 59 and 60),W = leg width, in. (see Tables 59 and 60),C = crown width, outside, in., andG = steel wire gage.8.4 Tolerances on Nominal Dimensions for Staples:8.4.1 Leg length, L, tolerances shall be +132,164 in. forboth hand tooldriven and power tooldriven staples.8.4.2 Diameter toleran

40、ces for hand tooldriven roundstaples shall be 60.002 in. for diameters smaller than 0.076 in.and 60.004 in. for diameters 0.076 in. and larger.8.4.3 Thickness and width tolerances on power-drivenstaples shall comply with the manufacturers specification andshall be suitable for use in the make and mo

41、del tool specified(see Tables 59 and 60).8.4.4 Crown width tolerances are 6132 in. unless otherwisespecified.8.5 Nominal Dimensions for Cut Nails, Type IIUnlessotherwise specified, cut nails shall be sheared from mediumcarbon sheet steel and shall have a wedge-shaped shank with asheared square point

42、 end narrower than the upset head end.Thedesignation T in Tables 4651 refers to sheet thickness infinished product. Other designations shall be the same as thosefor nails in 8.1.8.6 When gage is used for a nominal diameter dimension inthe application of this specification, it shall be in accordancew

43、ith the decimal equivalents as shown in SpecificationA510M, unless otherwise specified.9. Workmanship9.1 Fasteners covered by this specification shall be true toshape, well-finished, free from imperfections, clean, and free ofcorrosion. Mechanically driven collated items shall be uniformand aligned

44、properly in their assembled form for use in powertools.F1667 13310. Protective Coatings and Finishes10.1 Zinc Coating:10.1.1 Driven fasteners required to be zinc coated shall becut and formed from hot-dip, hard-wiped, galvanized steelwire, electrogalvanized steel wire, or zinc flake/chromatedispersi

45、on-coated steel wire; or they shall be cut from uncoated(bright) steel wire and shall be hot-dip galvanized, electrode-posited zinc coated, mechanically deposited zinc coated, orzinc flake/chromate dispersion coated after forming. Power-driven staples are not normally zinc coated after forming.10.1.

46、2 Hot-dip galvanized or electrogalvanized steel wirefor the manufacture of fasteners shall have a coating weight inaccordance with Specification A641/A641M, SupplementaryRequirements, Class 1.10.1.3 Hot-dip galvanized steel fasteners coated after form-ing shall have a coating weight in accordance wi

47、th Specifica-tion A153/A153M, Class D, when a heavier coating forexterior use is specified. If not otherwise specified, the coatingweight shall be in accordance with Specification A641/A641M, Supplementary Requirements, Class 1.10.1.4 Mechanically deposited zinc coatings applied tofasteners after fo

48、rming shall have a thickness in accordancewith Specification B695, Class 40, unless otherwise specified.10.2 Other Coatings and Finishes (When Specified):10.2.1 Cement coating shall be applied by tumbling, me-chanical dispensing device, or immersion in resin or othersimilar material and shall not be

49、 tacky or gummy. Cementcoatings on power-driven fasteners shall be uniform andapplied before, during, or after the fasteners are cohered intostrips, clips, or coils.NOTE 4Cement coatings increase the holding strength in withdrawalof a driven fastener, depending on the fastener size, amount of cementcoating applied, and method of driving.10.2.2 Chemical etching shall remove the polish of fabrica-tion and roughen the surface microscopically.10.2.3 Blued nails shall be heated to form a thin, coloredoxide on the surface.10.2.4 Miscellaneous