ASTM F1667-2015 Standard Specification for Driven Fasteners Nails Spikes and Staples《楔入式紧固件的标准规格 钉子 长钉和u形钉》.pdf

《ASTM F1667-2015 Standard Specification for Driven Fasteners Nails Spikes and Staples《楔入式紧固件的标准规格 钉子 长钉和u形钉》.pdf》由会员分享，可在线阅读，更多相关《ASTM F1667-2015 Standard Specification for Driven Fasteners Nails Spikes and Staples《楔入式紧固件的标准规格 钉子 长钉和u形钉》.pdf（50页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F1667 13F1667 15Standard 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.2. Referenced Documents2.1 ASTM Standards:2A153/A153M Specification for Zinc Coating (Hot-Dip) on Iron and Steel HardwareA510M Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel (Metric) (Withdrawn2011)3A641/A641M Specification for ZincCoate

8、d (Galvanized) Carbon Steel WireB695 Specification for Coatings of Zinc Mechanically Deposited on Iron and SteelF547 Terminology of Nails for Use with Wood and Wood-Base MaterialsF592 Terminology of Collated and Cohered Fasteners and Their Application ToolsF680 Test Methods for NailsF1575 Test Metho

9、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 F592.4. Classification4.1 The fasteners and their Table 1 classification are identified

10、as follows:NOTE 2The identification of fasteners, classified by style and type (alpha indicators) followed by a dash number (numerical code) based on Tables1 This specification is under the jurisdiction ofASTM Committee F16 on Fasteners and is the direct responsibility of Subcommittee F16.05 on Driv

11、en and Other Fasteners.Current edition approved Dec. 1, 2013Sept. 1, 2015. Published February 2014October 2015. Originally approved in 1995. Last previous edition approved in 20112013as F1667 11aF1667 13.1. DOI: 10.1520/F1667-13.10.1520/F1667-15.2 For referencedASTM standards, visit theASTM website,

12、 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 The last approved version of this historical standard is referenced on www.astm.org.This document is not an ASTM

13、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. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all

14、cases only 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 Clas

15、sification 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/CT

16、M 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 RFA 28Roofing RFS 29Roofing RFC 30Roofing RFL 31Roofing RFR 32Roofing RFD 33Roofing RFNS/RFND 342

17、1. 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 4329. Glulam rivet GR 4430. Post frame PF 4531. Roof SheathingRing ShankRSRS 46IICut nails (CN) 1.

18、 Common CM 46IICut nails (CN) 1. Common CM 472. Basket BK 472. Basket BK 483. Clout CL 483. Clout CL 494. Trunk TR 494. Trunk TR 505. Cobblers CB 505. Cobblers CB 516. Extra-iron clinching EC 516. Extra-iron clinching EC 527. Hob HB 527. Hob HB 53IIISpikes (SP) 1. Common CM 53IIISpikes (SP) 1. Commo

19、n CM 542. Gutter GRF/GRO 542. Gutter GRF/GRO 553. Round RDC/RDF 553. Round RDC/RDF 564. Barge and boat BB 564. Barge and boat BB 57IVStaples (ST) 1. Fence FN 57IVStaples (ST) 1. Fence FN 582. Poultry netting PN 582. Poultry netting PN 593. Flat top crown FC 593. Flat top crown FC 60Flat top crown FC

20、C 60Flat top crown FCC 61F1667 152365, 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 referenced in Tables

21、 364 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 requirements, if

22、 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 Supplementary req

23、uirements, 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 of driven

24、fasteners shall be of Types 302, 304, 305, or 316.6.3 Carbon steel wire for the manufacture of hardened steel nails shall be suitable for heat treatment to a minimum hardnessof 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 sh

25、eet steel.Type Style Style Identification Table4. Round or V crown RC 614. Round or V crown RC 625. Preformed PC 625. Preformed PC 636. Electrical RE 636. Electrical RE 647. Preformed hoop PH 647. Preformed hoop PH 658. Cap STC 658. Cap STC 66TABLE 2 Bend Angles for Fasteners Using the Test MethodsF

26、680 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. Copper (min 98 %) 1806. Copper clad wire (min 20 %) 1807.

27、Aluminum alloy wire 908. Brass wire 180F1667 1536.5 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 fasteners shall contain not less than 20 % copper by weight. Theaverage thickness of copper

28、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 used in the manufacture of fasteners shall conform to Alloy 2024, 5056, 6061, or 6110 and h

29、ave 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 deformed nails are sometimes cleaned to remove grease and foreign matter.6.8 Brass wire use

30、d 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 fracture, as specified in Table 2 forvarious materials used in the manufacture of fasteners

31、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 shanks.7.2 Tensile StrengthFinished driven fasteners are not normally subject to tension tes

32、ting. 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. Number per pound varies (1) as actual dimensionsvary within tolerance ranges, (2) between

33、 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/rejectioncriteria.8. Dimensions and Tolerances8.1 Nominal dimensions of nails and spikes sh

34、all be as shown in Tables 356. 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 = head separation, in. (Table 18), andNo./lb = approximate count per pound.8.1.1 The lengths, L

35、, 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.8.1.2 The diameter, D, of smooth shank nails and spikes shall be measured away from the gripper ma

36、rks. The diameter, D, offormed or deformed shanks shall be measured before deformation, or, if specified, the thread crest diameter after deformation, orboth. All diameter dimensions shall be taken prior to the application of or after the removal of any coatings or finish.8.2 Tolerances on Nominal D

37、imensions 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., up to and including 7 in.; and 618 in. for all lengths over 7 in.8.2.2 Shank diameter tolerances s

38、hall be 60.002 in. for diameters smaller than 0.076 in. and 60.004 in. for diameters 0.076in. and larger.8.2.3 Head Diameter Tolerances:8.2.3.1 Hand DrivenTolerances on head diameters of roofing nails shall be +0, 10 % of the nominal head diameter (the meanof two readings 90 apart). For other brads,

39、 nails, and spikes, the tolerance shall be 610 % of the nominal head diameter(individual measurement). The difference in diameter across the long axis of a roofing nail shall not exceed that across the shortaxis by more than 20 %. For other brads, nails, and spikes, the difference in diameter across

40、 the long axis shall not exceed thatacross the short axis by more than 10 %. A fillet shall be provided under the head if not otherwise specified.8.2.3.2 Power DrivenTolerances on head diameters of power-driven nails shall comply with the manufacturers specificationsand shall be suitable for use in

41、the make and model of the tool specified.8.3 Nominal dimensions of staples shall be as shown in Tables 5765, and the following dimensional designations shall apply:8.3.1 Hand ToolDriven Nominal Dimensions:L = leg length, inside, in.,D = round leg diameter, in.,C = crown width, inside, in., andF1667

42、154No./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 and 60),C = crown width, outside, in., andG = steel wire gage.8.4 Tolerances on N

43、ominal 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 la

44、rger.8.4.3 Thickness and width tolerances on power-driven staples shall comply with the manufacturers specification and shall besuitable for use in the make and model tool specified (see Tables 59 and 60).8.4.4 Crown width tolerances are 6132 in. unless otherwise specified.8.5 Nominal Dimensions for

45、 Cut Nails, Type IIUnless otherwise specified, cut nails shall be sheared 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 4651 refers to sheet thickness in finished product. Other designatio

46、ns shall be the same as those for nails in 8.1.8.6 When gage is used for a nominal diameter dimension in the application of this specification, it shall be in accordance withthe decimal equivalents as shown in Specification A510M, unless otherwise specified.9. Workmanship9.1 Fasteners covered by thi

47、s specification shall be true to shape, well-finished, free from imperfections, clean, and free ofcorrosion. Mechanically driven 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 fas

48、teners required to be zinc coated shall be cut and formed from hot-dip, hard-wiped, galvanized steel wire,electrogalvanized steel wire, or zinc flake/chromate dispersion-coated steel wire; or they shall be cut from uncoated (bright) steelwire and shall be hot-dip galvanized, electrodeposited zinc co

49、ated, mechanically deposited zinc coated, or zinc flake/chromatedispersion coated after forming. Power-driven staples are not normally zinc coated after forming.10.1.2 Hot-dip galvanized or electrogalvanized steel wire for the manufacture of fasteners shall have a coating weight inaccordance with Specification A641/A641M, Supplementary Requirements, Class 1.10.1.3 Hot-dip galvanized steel fasteners coated after forming shall have a coating weight in accordance with SpecificationA153/A153M, Class D, when a heavier coating for ext