ASTM F1667-17 Standard Specification for Driven Fasteners Nails, Spikes, and Staples.pdf

1、Designation: F1667 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 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.1.6 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBar

8、riers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A153/A153M Specification for Zinc Coating (Hot-Dip) onIron and Steel HardwareA510/A510M Specification for General Requirements forWire Rods and Coarse Round Wire, Carbon Steel, andAlloy SteelA641/A641M Specification for ZincCo

9、ated (Galvanized)Carbon Steel WireB695 Specification for Coatings of Zinc Mechanically De-posited on Iron and SteelC514 Specification for Nails for the Application of GypsumBoard3F547 Terminology of Nails for Use with Wood and Wood-Base MaterialsF592 Terminology of Collated and Cohered Fasteners and

10、Their Application Tools (Withdrawn 2017)4F680 Test Methods for NailsF1575 Test Method for Determining 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

11、. Classification4.1 The fasteners and their Table 1 classification are iden-tified as follows: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 March 1, 2017. P

12、ublished April 2017. Originallyapproved in 1995. Last previous edition approved in 2015 as F1667 15. DOI:10.1520/F1667-17.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, ref

13、er to the standards Document Summary page onthe ASTM website.3Additional material and dimensional tolerance for nails used in Gypsumboardare addressed in C514.4The last approved version of this historical standard is referenced onwww.astm.org.*A Summary of Changes section appears at the end of this

14、standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment

15、of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1NOTE 2The identification of fasteners, classified by style and type(alpha indicators) followed by a dash number (numerical code) based onTables 362, identifies d

16、imensions specifically and establishes a PIN (partidentifying number) system when preceded by the F1667 ASTM desig-nator of this specification. For example:4.2 The trade designation, S, pennyweight, used in commer-cial practice is referenced in Tables 347 wherever it applies.5. Ordering Information5

17、.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);5.1.3 Special material requirements, if specified, includingcoatings or finishes;5.1.4 AST

18、M 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 purchaseorder;5.1.7 Supplementary requirements, if any; and5.1.8 Any additions agreed up

19、on between the purchaser andthe supplier.TABLE 1 Classification and Identification IndexType Style Style Identification TableINails (NL) 1. Brads BR 32. Barrel BL 43. Box A BXA 5Box B BXB 64. Broom BM 75. Casing CN 86. Cooler CL 97. Sinker SK 108. Corker CK 119. AluminumCommonCMA 12CopperCommonCMC 1

20、3SteelCommonCMS 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. Gypsum wallboard GWS 24Gypsum wallboard GWM 2518. AluminumRoofingRFA 26SteelRoofingRFS 27Copper-Clad

21、RoofingRFC 28UmbrellaHeadRoofingRFL 29SteelReinforcedRoofingRFR 30Cap NailHand DrivenRoofingMRH/PRH 31Cap NailPower-Tool DrivenRoofingMRP/PRP 32WasheredAluminumRoofingRFNS/RFND 33WasheredSteelRoofingRFE 3419. Shingle SHAD/SHAS 35Steel Shingle SHSS/SHSR 3620 Siding SDF/SDC/SDK 3721. Slating SLA/SLC/S

22、LS 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. MetalHardwareNailsMHS/MHR 47IICut nails(CN)1. Common CM 482. Basket BK 493. Clout CL 50TABLE 1 Con

23、tinuedType 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 585. Preformed PC 596. Electrical RE 607. Preformed hoop PH 618. Cap STC

24、 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 fasteners 204. Sheet steel for cut nails, Type II,and cut spikes, Type III905

25、. Copper (min 98 %) 1806. Copper clad wire (min 20 %) 1807. Aluminum alloy wire 908. Brass wire 180F1667 1726. 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 used in the manufactu

26、re 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 III) shall be a medium

27、-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 steel wire shallbe not

28、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 minimum ultimate tensile s

29、trength 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 manufacture of fasteners

30、 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 manufacture of fastenersutilizing the conventional bend test

31、 described in Test MethodsF680. 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 not nor-mally subject to tension testing. However, the wire or sheetused

32、 to manufacture the fastener is tested as required forcontrol in the production process during 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) wit

33、h zinc coating thickness for galvanizednails. No tolerances have been established for these figures.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 353. The fol

34、lowing dimensional designationsshall apply:S = trade designation (reference in penny weight),L = length, in.,H = head diameter or width, in.,D = shank diameter, in.,B = head separation, in. (Table 17), andNo./lb = approximate count per pound.8.1.1 The lengths, L, of nails and spikes with flat heads

35、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 overall.8.1.2 The diameter, D, of smooth shank nails and spikesshall be measured away from the gripper marks. The diameter,D, of deformed shank na

36、ils shall be measured beforedeformation, or when available, the smooth section of theshank away from any gripper marks. All diameter dimensionsshall be taken prior to the application of or after the removal ofany coatings or finish.8.2 Tolerances on Nominal Dimensions for Nails andSpikes:8.2.1 Lengt

37、h 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., 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 th

38、an 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 concentric round headdiameters shall be 610 % of the nominal head diameter(individual measurement). The difference in diameter acrossthe long axis shall not exceed that acros

39、s the short axis by morethan 10 %. A fillet shall be provided under the head if nototherwise specified.8.2.3.2 Power-Tool DrivenTolerances on head diametersof power-tool driven nails shall comply with the nail manu-facturers specifications and shall be suitable for use in themake and model of the to

40、ol specified.8.3 Nominal dimensions of staples shall be as shown inTables 5460, and the following dimensional designationsshall 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

41、.8.3.2 Power ToolDriven Nominal Dimensions: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

42、 length, L, tolerances shall be +132,164 in. forboth hand tooldriven and power tooldriven staples.F1667 1738.4.2 Diameter tolerances 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 to

43、lerances on power-tool drivenstaples shall comply with the manufacturers specification andshall be 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 otherwisespecified.8.5 Nominal Dimensions for Cut Nails, Type IIUnlessotherw

44、ise 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 Tables 4950 refers to sheet thickness infinished product. Other designations shall be the same as thosefor n

45、ails 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 Specification A510/A510M, unless otherwise specified.9. Workmanship9.1 Fasteners covered by this specification shall be true t

46、oshape, well-finished, free from imperfections, clean, and free ofcorrosion. Power-tool driven collated items shall be uniformand aligned properly in their assembled form for use in powertools.10. Protective Coatings and Finishes10.1 Zinc Coating:10.1.1 Driven fasteners required to be zinc coated sh

47、all becut and formed from hot-dip, hard-wiped, galvanized steelwire, electrodeposited (electrogalvanized) steel wire, or zincflake/chromate dispersion-coated steel wire; or they shall becut from uncoated (bright) steel wire and shall be hot-dipgalvanized, electrodeposited zinc coated, mechanically d

48、epos-ited zinc coated, or zinc flake/chromate dispersion coated afterforming.10.1.2 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

49、steel fasteners coated after form-ing shall have a coating weight in accordance with 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 forming shall have a thickness in accordancewith Specification B695, Class 40, unless otherwise specified.10.2 Other Coatings and Finishes (When Specif