1、Designation: F1667 18F1667 18aStandard 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 revisi
2、on. 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 AS
3、TM: 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, powe
4、r 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) for
5、m 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 ar
6、e 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, health, and environmental practices and determine the applicability
7、ofregulatory limitations 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
8、 Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A153/A153M Specification for Zinc Coating (Hot-Dip) on Iron and Steel HardwareA641/A641M Specification for ZincCoated (Galvanized) Carbon Steel WireB695 Specification for Coatings of Zinc Mechanicall
9、y 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 Terminology of Collated and Cohered Fasteners and Their Application Tools (Withdrawn 2017)4F680 Test Methods for NailsF1575 Test Metho
10、d for Determining Bending Yield Moment of Nails3. Terminology3.1 DefinitionsThe definitions used in this specification are those of common commercial acceptance and usage and alsoappear in Terminologies F547 and F592.1 This specification is under the jurisdiction ofASTM Committee F16 on Fasteners an
11、d is the direct responsibility of Subcommittee F16.05 on Driven and Other Fasteners.Current edition approved Sept. 1, 2018Dec. 1, 2018. Published October 2018December 2018. Originally approved in 1995. Last previous edition approved in 20172018as F1667 17.F1667 18. DOI: 10.1520/F1667-18.10.1520/F166
12、7-18A.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.3 Additional material and dimensional tolerance for nai
13、ls 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 and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version.
14、Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Changes section a
15、ppears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1TABLE 1 Classification and Identification IndexType Style Style Identification TableINails (NL) 1. Brads BR 32. Barrel BL 43. Box A BXA 5Box B BXB 64. B
16、room BM 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
17、 2317. Gypsum wallboard GWS 24Gypsum wallboard GWM 2518. AluminumRoofingRFA 26SteelRoofingRFS 27Copper-CladRoofingRFC 28UmbrellaHeadRoofingRFL 29SteelReinforcedRoofingRFR 30Cap NailHand DrivenRoofingMRH/PRH 31Cap NailPower-Tool DrivenRoofingMRP/PRP 32WasheredAluminumRoofingRFNS/RFND 33WasheredSteelR
18、oofingRFE 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 RingShankRS
19、RS 4629. MetalHardwareNailsMHS/MHR 47IICut nails(CN)1. Common CM 482. Basket BK 493. Clout CL 50F1667 18a24. Classification4.1 The fasteners and their Table 1 classification are identified as follows:NOTE 2The identification of fasteners, classified by style and type (alpha indicators) followed by a
20、 dash number (numerical code) based on Tables362, identifies dimensions specifically and establishes a PIN (part identifying number) system when preceded by the F1667 ASTM designator of thisspecification. For example:4.2 The trade designation, S, pennyweight, used in commercial practice is reference
21、d in Tables 347 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);5.1.3 Special material requi
22、rements, 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 purchase order;5.1.7 Supple
23、mentary 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 wire used in the manufacture
24、 of driven fasteners shall be of Types 302, 304, 305, or 316.TABLE 1 ContinuedType Style Style Identification TableIIISpikes(SP)1. Common CM 512. 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
25、585. 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 faste
26、ners 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 18a36.3 Carbon steel wire for the manufacture of hardened steel nails shall be suitable for heat treatment to a minimum har
27、dnessof 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
28、 fasteners 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 wir
29、e used 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.Mechanicall
30、y deformed 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
31、 fracture, 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
32、 shanks.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 requiremen
33、ts. 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 acceptan
34、ce/rejectioncriteria.8. Dimensions and Tolerances8.1 Nominal dimensions of nails and spikes shall be as shown in Tables 353. The following dimensional designations shallapply:S = trade designation (reference in penny weight),L = length, in.,H = head diameter or width, in.,D = shank diameter, in.,B =
35、 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 and spikes shall be measured overall.8.1.
36、2 The diameter, D, of smooth shank nails and spikes shall be measured away from the gripper marks. The diameter, D, ofdeformed shank nails shall be measured before deformation, or when available, the smooth section of the shank away from anygripper marks. All diameter dimensions shall be taken prior
37、 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 be6132 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., u
38、p to and including 7 in.; and 618 in. for all lengths over 7 in. Tolerance for the length ofany shank deformation shall be the same as the length of the nail shank.8.2.2 Shank diameter tolerances shall be 60.002 in. for diameters smaller than 0.076 in. and 60.004 in. for diameters 0.076in. and large
39、r.8.2.3 Head Diameter Tolerances:8.2.3.1 Hand DrivenTolerances on concentric round head diameters shall be 610 % of the nominal head diameter (individualmeasurement). The difference in diameter across the long axis shall not exceed that across the short axis by more than 10 %. Afillet shall be provi
40、ded under the head if not otherwise specified.8.2.3.2 Power-Tool DrivenTolerances on head diametersdimensions of power-tool driven nails shall comply with the nailmanufacturers specifications and shall be suitable for use in the make and model of the tool specified.8.3 Nominal dimensions of staples
41、shall be as shown in Tables 5460, and the following dimensional designations shall apply:8.3.1 Hand ToolDriven Nominal Dimensions:F1667 18a4L = 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 Dim
42、ensions:D = round leg diameter, in.,L = leg length, outside, in.,T = leg thickness, in. (see Tables 56 and 57),W = leg width, in. (see Tables 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 +13
43、2, 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-tool driven staples sha
44、ll comply with the manufacturers specification and shallbe suitable for use in the make and model tool specified (see Tables 56 and 57).8.4.4 Crown width tolerances are 6132 in. unless otherwise specified.8.5 Nominal Dimensions for Cut Nails, Type IIUnless otherwise specified, cut nails shall be she
45、ared from medium carbonsheet steel and shall have a wedge-shaped shank with a sheared square point end narrower than the upset head end.The designationT in Tables 4950 refers to sheet thickness in finished product. Other designations shall be the same as those for nails in 8.1.8.6 When gage is used
46、as a nominal diameter dimension for nails in the application of this specification, a decimal equivalentshall also be provided. (See Note 4.)NOTE 4Wire gage standards differ by base metal. For that reason, wire gage specifications are not referenced in this specification for nails, and gageas a spec
47、ification requires the decimal equivalent for interpretation.8.7 When gage is used as a nominal diameter for staples in the application of this specification, it shall be in accordance withthe dimensional equivalents shown in the corresponding tables of this specification. (See Note 5.)NOTE 5For cer
48、tain staples, the diameter of the round wire used is designated as gage prior to flattening and forming into the shape of the staple.9. Workmanship9.1 Fasteners covered by this specification shall be true to shape, well-finished, free from imperfections, clean, and free ofcorrosion. Power-tool drive
49、n collated items shall be uniform and aligned properly in their assembled form for use in power tools.10. Protective Coatings and Finishes10.1 Zinc Coating:10.1.1 Driven fasteners required to be zinc coated shall be cut and formed from hot-dip, hard-wiped, galvanized steel wire,electrodeposited (electrogalvanized) steel wire, or zinc flake/chromate dispersion-coated steel wire; or they shall be cut fromuncoated (bright) steel wire and shall be hot-dip galvanized, electrodeposited zinc coated, mechanically deposited zinc coated, orzi
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