ASTM F1667-2005 Standard Specification for Driven Fasteners Nails Spikes and Staples《楔入式紧固件标准规范 钉子、长钉和U形钉》.pdf

《ASTM F1667-2005 Standard Specification for Driven Fasteners Nails Spikes and Staples《楔入式紧固件标准规范 钉子、长钉和U形钉》.pdf》由会员分享，可在线阅读，更多相关《ASTM F1667-2005 Standard Specification for Driven Fasteners Nails Spikes and Staples《楔入式紧固件标准规范 钉子、长钉和U形钉》.pdf（41页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F 1667 05Standard Specification forDriven Fasteners: Nails, Spikes, and Staples1This standard is issued under the fixed designation F 1667; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A n

2、umber in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense. The Commercial and Government Entity (Cage)Code for ASTM: 81346.1

3、. 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 3-64.1.2 Fasteners described in this specification are driven byhand tool, power tool, or me

4、chanical 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 the standard.1.4 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of t

5、he user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2A 153/A 153M Specification for Zinc Coating (Hot-Dip) onIron and Steel HardwareA 510M Specification for Ge

6、neral Requirements for WireRods and Coarse Round Wire, Carbon Steel MetricA 641/A 641M Specification for Zinc-Coated (Galvanized)Carbon Steel WireB 695 Specification for Coatings of Zinc MechanicallyDeposited on Iron and SteelF 547 Terminology of Nails for Use with Wood and Wood-Base MaterialsF 592

7、Terminology of Collated and Cohered Fasteners andTheir Application ToolsF 680 Test Methods for NailsF 1575 Test Method for Determining Bending Yield Mo-ment of Nails3. Terminology3.1 DefinitionsThe definitions used in this specificationare those of common commercial acceptance and usage andalso appe

8、ar in Terminologies F 547 and F 592.4. Classification4.1 The fasteners and their Table 1 classification are iden-tified as follows:NOTE 2The identification of fasteners, classified by style and type(alpha indicators) followed by a dash number (numerical code) based onTables 3-64, identifies dimensio

9、ns specifically and establishes a PIN (partidentifying number) system when preceded by the F 1667 ASTM desig-nator of this specification. For example:4.2 The trade designation, S, pennyweight, used in commer-cial practice is referenced in Tables 3-64 wherever it applies.5. Ordering Information5.1 Or

10、ders 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);1This specification is under the jurisdiction of ASTM Committee F16 onFasteners and is the dire

11、ct responsibility of Subcommittee F16.05 on Driven andOther Fasteners.Current edition approved Nov. 15, 2005. Published January 2006. Originallyapproved in 1995. Last previous edition approved in 2003 as F 1667 03.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM C

12、ustomer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohoc

13、ken, PA 19428-2959, United States.5.1.3 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, f

14、urnished only when specified in the 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-

15、highcarbon.6.2 Stainless steel wire 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 n

16、ails (Type II)and cut spikes (Type 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 a

17、verage thickness of copper on the steel 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,

18、 5056, 6061, or 6110 andhave a minimum 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 m

19、atter.6.8 Brass wire used in the manufacture of fasteners shall beof good commercial quality suitable for the purpose.7. Physical Properties7.1 DuctilityThe fasteners shall be sufficiently ductile towithstand cold bending without fracture, as specified in Table2 for various materials used in the man

20、ufacture of fastenersutilizing the conventional bend test described in Test MethodsF 680. Mandrel diameter used in this test shall not exceednail/wire diameter. The cold bend test shall not apply tounhardened nails with deformed shanks.7.2 Tensile StrengthFinished driven fasteners are notnormally su

21、bject to tension testing. However, the wire or sheetused to manufacture the fastener is tested as required forcontrol in the production process during manufacture.TABLE 1 Classification and Identification IndexType Style Style Identification TableINails (NL) 1. Brads BR 32. Barrel BL 43. Boat BTH/BT

22、L 54. Box A BXA 6Box B BXB 75. Broom BM 86. Casing CN 97. Cooler CL 108. Sinker 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 24

23、18. Pallet PL 2519. Gypsum wallboard GWS 26Gypsum wallboard GWM 2720. Roofing RFA 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. Under

24、layment UL 4026. Square-barbed SB 4127. Masonry drive MD 4228. Escutcheon ES 4329. 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/GR

25、O 543. Round RDC/RDF 554. Barge and boat BB 56IVStaples (ST) 1. Fence FN 572. Poultry 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 64TABLE 2 Bend Angles for Fasteners Using the Test MethodsF 680 Bend TestF

26、astener Material BendAngle, 1. Steel wire: (low-carbon, medium-lowcarbon, 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

27、 wire 908. Brass wire 180F16670528. Dimensions and Tolerances8.1 Nominal dimensions of nails and spikes shall be asshown in Tables 3-56. The following dimensional designationsshall apply:S = trade designation (reference in penny weight),L = length, in.,H = head diameter or width, in.,D = shank diame

28、ter, 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 of the point. All other nails andspikes shall be measured ov

29、erall.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 afterdeformation, or both. All diameter dimensions shall be takenp

30、rior 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 in., up to andincluding 212 in.; 6332 for lengths over 212 in.

31、, 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:8.2.3.1 Hand DrivenTolerances on head diameters ofroofing nails sh

32、all 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 long axis of a roofing nail shall not exceed thatacross the shor

33、t 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.8.2.3.2 Power DrivenTolerances on head diameters ofpower-driven

34、 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 57-64, and the following dimensional designations shallapply:8.3.1 Hand ToolDriven Nominal Dimensions:L = l

35、eg 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, in. (see Tables 59 and 60),W = leg width, in. (see Tables 59

36、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 tolerances for hand tooldriven roundstaples shall be 60.002 in. fo

37、r 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 model tool specified(see Tables 59 and 60).8.4.4 Crown width

38、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 end narrower than the upset head end.Thedesignation T in T

39、ables 46-51 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 accordancewith the decimal equivalents as shown in SpecificationA 510

40、M, 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 properly in their assembled form for use in powertools.10

41、. 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/chromatedispersion-coated steel wire; or they shall be cut from uncoated(bright) s

42、teel 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.10.1.2 Hot-dip galvanized or electrogalvanized steel wirefor the manufa

43、cture of fasteners shall have a coating weight inaccordance with Specification A 641/A 641M, SupplementaryRequirements, Class 1.10.1.3 Hot-dip galvanized steel fasteners coated after form-ing shall have a coating weight in accordance with Specifica-tion A 153/A 153M, Class D, when a heavier coating

44、forexterior use is specified. If not otherwise specified, the coatingweight shall be in accordance with Specification A 641/A 641M, Supplementary Requirements, Class 1.F166705310.1.4 Mechanically deposited zinc coatings applied tofasteners after forming shall have a thickness in accordancewith Speci

45、fication B 695, 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 tacky or gummy. Cementcoatings on power-driven fas

46、teners 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 Chemi

47、cal 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 finishes, such as tin plating, liquor,brass plating, copper plating, phosphate coating, or oil coatingshall

48、be applied.10.3 Altered Shapes and Deformations:10.3.1 Mechanically formed or deformed nail shanks shallhave barbs, flutes, threads, or angular serrations formed ontothe wire from which the nail is manufactured. Mechanicallydeformed shanks shall have vertical or helical flutes or screw-type or annul

49、ar (ring)-type deformations rolled onto the shank.Symmetrical helical shank deformations shall be obtained bytwisting square wire. The deformations shall pass entirelyaround the shank body, resulting in expanded ridges anddepressions.10.3.2 Mechanically formed or deformed nail heads shall beround or T-headed; or they shall be altered round for suitableuse in a given make and model of a power-driving fasteningsystem.10.3.3 Staples manufactured for intended use in power toolsshall comply with the tool manufacturers specification or TypeIV, Style 3