1、Designation: F1667 15F1667 17Standard 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 revisio
2、n. 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 U.S. Department of Defense.The Commercial and Government Entity (Cage) Code for AST
3、M: 81346.1. Scope*1.1 This specification covers nails, spikes, staples, and other driven fasteners, as listed in Table 1.NOTE 1Fastener ductility information is presented in Table 2 and dimensional information in Tables 365.1.2 Fasteners described in this specification are driven by hand tool, power
4、 tool, or mechanical device in single or multiplestrikes and are positioned by hand, tool, or machine.1.3 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in thisstandard.1.4 Fasteners in this specification are sold in bulk (loose) form
5、 and are collated for loading into the magazine of an applicationtool. Other than as covered in Section 9, Workmanship, cohering materials (including, but not limited to, plastic, adhesive bond,paper tape, plastic strip, plastic carrier, wire, etc.) and relative orientation of collated fasteners are
6、 not within the scope of thisstandard.1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatorylimi
7、tations prior to use.1.6 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the Development of International Standards, Guides and Recommendations issuedby the World Trade Organization Tec
8、hnical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A153/A153M Specification for Zinc Coating (Hot-Dip) on Iron and Steel HardwareA510MA510/A510M Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel(Metric)Steel, and Alloy Steel (Wi
9、thdrawn 2011)A641/A641M Specification for ZincCoated (Galvanized) Carbon Steel WireB695 Specification for Coatings of Zinc Mechanically Deposited on Iron and SteelC514 Specification for Nails for the Application of Gypsum Board3F547 Terminology of Nails for Use with Wood and Wood-Base MaterialsF592
10、Terminology of Collated and Cohered Fasteners and Their Application Tools (Withdrawn 2017)4F680 Test Methods for NailsF1575 Test Method for Determining Bending Yield Moment of Nails3. Terminology3.1 DefinitionsThe definitions used in this specification are those of common commercial acceptance and u
11、sage and alsoappear in Terminologies F547 and F592.1 This specification is under the jurisdiction ofASTM Committee F16 on Fasteners and is the direct responsibility of Subcommittee F16.05 on Driven and Other Fasteners.Current edition approved Sept. 1, 2015March 1, 2017. Published October 2015April 2
12、017. Originally approved in 1995. Last previous edition approved in 20132015 asF1667 13.F1667 15. DOI: 10.1520/F1667-15.10.1520/F1667-17.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume in
13、formation, refer to the standards Document Summary page on the ASTM website.3 Additional material and dimensional tolerance for nails used in Gypsumboard are addressed in C514.4 The last approved version of this historical standard is referenced on www.astm.org.This document is not an ASTM standard
14、and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases onl
15、y the current versionof the standard as published by ASTM is to be considered the official document.*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 States1TABLE 1 Classificatio
16、n 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 SK 119. Corker CK 1210. Common CMA 13Common CMC 14Common CMS 15Common CMM 1611. Concrete CTS/CTM 1712. D
17、ouble-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 RFA 28Roofing RFS 29Roofing RFC 30Roofing RFL 31Roofing RFR 32Roofing RFD 33Roofing RFNS/RFND 3421. Shingl
18、e 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 4329. Glulam rivet GR 4430. Post frame PF 4531. Roof Sheathing RingShankRSRS 46IICut nails(CN)1. Common CM
19、472. Basket BK 483. Clout CL 494. Trunk TR 505. Cobblers CB 516. Extra-iron clinching EC 527. Hob HB 53IIISpikes(SP)1. Common CM 542. Gutter GRF/GRO 553. Round RDC/RDF 564. Barge and boat BB 57IVStaples(ST)1. Fence FN 582. Poultry netting PN 593. Flat top crown FC 60Flat top crown FCC 614. Round or
20、V crown RC 625. Preformed PC 636. Electrical RE 647. Preformed hoop PH 658. Cap STC 66TABLE 1 Classification and Identification IndexType Style Style Identification TableINails (NL) 1. Brads BR 3TABLE 1 ContinuedType Style Style Identification Table2. Barrel BL 43. Box A BXA 5Box B BXB 64. Broom BM
21、75. Casing CN 86. Cooler CL 97. Sinker SK 108. Corker CK 119. AluminumCommonCMA 12CopperCommonCMC 13SteelCommonCMS 14Power-toolDrivenCommonCMP 1510. Concrete CTS/CTM 1611. Double-headed(Duplex)DH 1712. Finish FH 1813. Flooring FL 1914. Lath LHF 20Lath LHH 2115. Masonry MR/MRH 2216. Pallet PL 2317. G
22、ypsum wallboard GWS 24Gypsum wallboard GWM 2518. AluminumRoofingRFA 26SteelRoofingRFS 27Copper-CladRoofingRFC 28UmbrellaHeadRoofingRFL 29SteelReinforcedRoofingRFR 30Cap NailHand DrivenRoofingMRH/PRH 31Cap NailPower-Tool DrivenRoofingMRP/PRP 32WasheredAluminumRoofingRFNS/RFND 33WasheredSteelRoofingRF
23、E 3419. Shingle SHAD/SHAS 35Steel Shingle SHSS/SHSR 3620 Siding SDF/SDC/SDK 3721. Slating SLA/SLC/SLS 3822. Rubber heel RH 3923. Underlayment UL 4024. Square-barbed SB 4125. Masonry drive MD 4226. Escutcheon ES 4327. Glulam rivet GR 4428. Post frameRing ShankPFRS 45Roof Sheathing RingShankRSRS 4629.
24、 MetalHardwareNailsMHS/MHR 47IICut nails(CN)1. Common CM 482. Basket BK 493. Clout CL 50IIISpikes(SP)1. Common CM 51F1667 1724. Classification4.1 The fasteners and their Table 1 classification are identified as follows:NOTE 2The identification of fasteners, classified by style and type (alpha indica
25、tors) followed by a dash number (numerical code) based on Tables365,362, identifies dimensions specifically and establishes a PIN (part identifying number) system when preceded by the F1667 ASTM designator ofthis specification. For example:4.2 The trade designation, S, pennyweight, used in commercia
26、l practice is referenced in Tables 364347 wherever it applies.5. Ordering Information5.1 Orders for driven fasteners under this specification shall include 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.
27、1.3 Special material requirements, if specified, including coatings or finishes;5.1.4 ASTM designation;5.1.5 Packaging requirements;5.1.6 Aproducers or suppliers certification that the material and the finished fastener are in compliance with this specification,furnished only when specified in the p
28、urchase order;5.1.7 Supplementary requirements, if any; and5.1.8 Any additions agreed upon between the purchaser and the supplier.6. Material Requirements6.1 Steel wire used in the manufacture of driven fasteners shall be of low carbon, medium-low carbon, or medium-high carbon.6.2 Stainless steel wi
29、re used in the manufacture of driven fasteners shall be of Types 302, 304, 305, or 316.TABLE 1 ContinuedType Style Style Identification Table2. Gutter GRF/GRO 523. Round RDC/RDF 53IVStaples(ST)1. Fence FN 542. Poultry netting PN 553. Flat top crown FC 56Flat top crown FCC 574. Round or V crown RC 58
30、5. Preformed PC 596. Electrical RE 607. Preformed hoop PH 618. Cap STC 62TABLE 2 Bend Angles for Fasteners Using the Test MethodsF680 Bend TestFastener Material BendAngle, 1. Steel wire: (low-carbon, medium-lowcarbon, medium-carbon) (unhardened)1802. Stainless steel wire 1803. Hardened steel fastene
31、rs 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 1736.3 Carbon steel wire for the manufacture of hardened steel nails shall be suitable for heat treatment to a minimum hardne
32、ssof 37 HRC.6.4 Sheet steel used in the manufacture of cut nails (Type II) and cut spikes (Type III) shall be a medium-carbon sheet steel.6.5 Copper used in the manufacture of driven fasteners shall contain a minimum of 98 % pure copper.6.6 Copper-clad steel wire used in the manufacture of driven fa
33、steners shall contain not less than 20 % copper by weight. Theaverage thickness of copper on the steel wire shall be not less than 10 % of the radius of the clad wire; the minimum thicknessof copper on the steel wire shall be not less than 8 % of the radius of the clad wire.6.7 Aluminum alloy wire u
34、sed in the manufacture of fasteners shall conform to Alloy 2024, 5056, 6061, or 6110 and have aminimum ultimate tensile strength of 60 000 psi.NOTE 3Smooth shank nails are sometimes chemically treated to remove grease, oil, and foreign matter and to roughen the surface microscopically.Mechanically d
35、eformed nails are sometimes cleaned to remove grease and foreign matter.6.8 Brass wire used in the manufacture of fasteners shall be of good commercial quality suitable for the purpose.7. Physical Properties7.1 DuctilityThe fasteners shall be sufficiently ductile to withstand cold bending without fr
36、acture, as specified in Table 2 forvarious materials used in the manufacture of fasteners utilizing the conventional bend test described in Test Methods F680.Mandrel diameter used in this test shall not exceed nail/wire diameter. The cold bend test shall not apply to unhardened nails withdeformed sh
37、anks.7.2 Tensile StrengthFinished driven fasteners are not normally subject to tension testing. However, the wire or sheet used tomanufacture the fastener is tested as required for control in the production process during manufacture.7.3 Number per poundNumber per pound figures are not requirements.
38、 Number per pound varies (1) as actual dimensionsvary within tolerance ranges, (2) between bright and coated nails, and (3) with zinc coating thickness for galvanized nails. Notolerances have been established for these figures.They are for reference only and shall not be used as product acceptance/r
39、ejectioncriteria.8. Dimensions and Tolerances8.1 Nominal dimensions of nails and spikes shall be as shown in Tables 356.353. The following dimensional designationsshall apply:S = trade designation (reference in penny weight),L = length, in.,H = head diameter or width, in.,D = shank diameter, in.,B =
40、 head separation, in. (Table 18), andB = head separation, in. (Table 17), andNo./lb = approximate count per pound.8.1.1 The lengths, L, of nails and spikes with flat heads or parallel shoulders under the head shall be measured from under thehead or shoulder to the tip of the point. All other nails a
41、nd spikes shall be measured overall.8.1.2 The diameter, D, of smooth shank nails and spikes shall be measured away from the gripper marks. The diameter, D, offormed or deformed shanks deformed shank nails shall be measured before deformation, or, if specified, the thread crest diameterafter deformat
42、ion, or both. or when available, the smooth section of the shank away from any gripper marks. All diameterdimensions shall be taken prior to the application of or after the removal of any coatings or finish.8.2 Tolerances on Nominal Dimensions for Nails and Spikes:8.2.1 Length tolerances shall be613
43、2 in. for lengths up to and including 1 in.;6116 in. for lengths over 1 in., up to and including212 in.; 6332 for lengths over 212 in., up to and including 7 in.; and 618 in. for all lengths over 7 in.8.2.2 Shank diameter tolerances shall be 60.002 in. for diameters smaller than 0.076 in. and 60.004
44、 in. for diameters 0.076in. and larger.8.2.3 Head Diameter Tolerances:8.2.3.1 Hand DrivenTolerances on concentric round head diameters of roofing nails shall be +0, 10 % of the nominal headdiameter (the mean of two readings 90 apart). For other brads, nails, and spikes, the tolerance shall be shall
45、be 610 % of thenominal head diameter (individual measurement). The difference in diameter across the long axis of a roofing nail shall not exceedthat across the short axis by more than 20 %. For other brads, nails, and spikes, the difference in diameter across the long axis shallnot exceed that acro
46、ss the short axis by more than 10 %. A fillet shall be provided under the head if not otherwise specified.8.2.3.2 PowerPower-Tool DrivenTolerances on head diameters of power-driven power-tool driven nails shall comply with thenail manufacturers specifications and shall be suitable for use in the mak
47、e and model of the tool specified.F1667 1748.3 Nominal dimensions of staples shall be as shown in Tables 5765,5460, and the following dimensional designations shallapply:8.3.1 Hand ToolDriven Nominal Dimensions:L = leg length, inside, in.,D = round leg diameter, in.,C = crown width, inside, in., and
48、No./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),T = leg thickness, in. (see Tables 56 and 57),W = leg width, in. (see Tables 59 and 60),W = leg width, in. (see Tables
49、 56 and 57),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. for both hand tooldriven and power tooldriven staples.8.4.2 Diameter tolerances for hand tooldriven round staples shall be 60.002 in. for diameters smaller than 0.076 in. and60.004 in. for diameters 0.076 in. and larger.8.4.3 Thickness and width tolerances on power-driven power-tool driven staples shall comply with the manufacturersspecification and shall be su
