ASTM C514-2004(2009)e1 Standard Specification for Nails for the Application of Gypsum Board《石膏护墙板用钉标准规范》.pdf

1、Designation: C 514 04 (Reapproved 2009)1Standard Specification forNails for the Application of Gypsum Board1This standard is issued under the fixed designation C 514; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last

2、 revision. 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 Department of Defense.1NOTEThe units statement in 1.3 was revised editorial

3、ly in May 2009.1. Scope1.1 This specification covers requirements for steel wirenails suitable for use in the application of gypsum board.1.2 Details of construction for a specific assembly toachieve the required fire resistance shall be obtained fromreports of fire-resistance tests, engineering eva

4、luations, orlistings from recognized fire testing laboratories.1.3 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.4 The following prec

5、autionary caveat pertains only to thetest method portion, Sections 7 and 8, of this specification: Thisstandard does not purport to address all of the safety concerns,if any, associated with its use. It is the responsibility of the userof this standard to establish appropriate safety and healthpract

6、ices and determine the applicability of regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2E4 Practices for Force Verification of Testing Machines3. Materials3.1 Steel Wire, used in the manufacture of nails, shall be ofhard-drawn low or medium-low-carbon steel, entirely

7、suitablefor the purpose intended. Before fabrication it shall be suffi-ciently ductile to withstand cold-bending, without fracture,through 180 over a radius not greater than the diameter of thewire (see Section 8).4. Physical Properties4.1 DuctilityThe nail shall be sufficiently ductile to with-stan

8、d cold bending without fracture when tested according toSection 8.4.2 Withdrawal ResistanceThe average withdrawal resis-tance, both immediate and delayed, shall be at least equal tothat provided by 12.5 gage (0.099 6 0.003 in.) (2.515 6 0.08mm) bright, smooth shank, nails with a medium diamondpoint,

9、 when tested according to 8.2.5. Dimensions and Permissible Variations5.1 HeadsShall be not less than 0.2375 in. (6.0 mm) andnot more than 0.3875 in. (9.8 mm) in diameter, shall be notmore than164 in. (0.4 mm) thick at the peripheral edge, shall beuniformly tapered to a small fillet around the shank

10、, shall beeither flat or concave, and shall be free from protrusions andsharp, irregular edges.5.2 ShanksDiameter shall not vary more than 6 0.003 in.(0.08 mm) for shank diameters 0.076 in. (1.93 mm) or larger.5.3 PointsThe nails shall have medium to long diamondor needle points.5.4 ClearanceWhere a

11、 deformation process producesother than a smooth shank nail, a clearance area (round andsmooth), measured from the top of the head to the deformedsection, shall be provided equal to the nominal thickness of thegypsum board for which the nails are specified.6. Workmanship, Finish, and Appearance6.1 T

12、he nails shall be bright, or chemically treated, orcoated with rust inhibiting material provided that such chemi-cal treatment or rust inhibitor does not adversely affect theperformance of the nail as specified in Section 4. The nails1This specification is under the jurisdiction of ASTM Committee C1

13、1 onGypsum and Related Building Materials and Systems and is the direct responsibilityof Subcommittee C11.02 on Specifications and Test Methods for Accessories andRelated Products.Current edition approved May 1, 2009. Published September 2009. Originallyapproved in 1963. Last previous edition approv

14、ed in 2004 as C 514 04.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Bar

15、r Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.shall also be compatible with the joint compound and decora-tion. Nails shall be neatly formed and free from injuriousdefects or deformations.7. Number of Tests7.1 At least five nails from each lot of 100 individualcontaine

16、rs shall be examined to determine conformance to therequirements of this specification.8. Test Methods8.1 Bend Test:8.1.1 Significance and UseThis test method is performedto determine the ductility of a nail, and used to determinecompliance with this specification.8.1.2 ProcedureHold the test nail i

17、n a vise and bend bymeans of a clamp or similar device attached to the free end ofthe nail through 90 over a radius not greater than the diameterof the nail.8.1.3 Precision and BiasNeither the precision nor the biasof the nail bend test have been determined.8.2 Withdrawal Resistance8.2.1 Significanc

18、e and UseThis test method determinesthe resistance to withdrawal from a wood block of the test nailcompared to a standard nail. It is used to determine compliancewith this specification.8.2.2 Apparatus:8.2.2.1 Testing machineThe testing machine shall be ofany type that is of sufficient capacity and

19、that is capable ofapplying a tensile load at the strain rate prescribed in 8.2.3.2.The load platform shall be of sufficient size to accept the blockof wood described in 8.2.2.5. The testing machine shall bepower operated and shall apply the load continuously andwithout shock.8.2.2.2 The test apparat

20、us shall be verified according toPractices E4, Sections 16 through 18.8.2.2.3 Load Indicating Equipment, capable of reading to 1lbf (4.45 N) increments shall be provided for the test apparatus.A means shall be provided to indicate the maximum loadattained during the test.8.2.2.4 A means of securing

21、the blocks of wood to theplatform or lower cross head shall be provided so that the nailsare aligned with the direction of pull.Adevice shall be attachedto the upper cross head to grasp the nail head securely and holdit during the test for the purpose of pulling the nail from theblock of wood.8.2.2.

22、5 Wood Nailing BlocksNominal 2 by 6 in. (38 by140 mm) Douglas Fir, construction grade, containing at least16 %, but not more than 19 %, free moisture as determined bya suitable moisture meter. Required wood blocks for a testseries shall be cut from a single piece of lumber creating blocksfree of kno

23、ts.8.2.3 Procedure:8.2.3.1 Alternately use twenty of the standard 12.5 gagenails and twenty of the nails being tested and hammer drive toa depth of78 in. (22.2 mm) into the longitudinal center line ofone edge and one side face of the wood blocks. Space nails 3in. (76 mm) apart. Determine the compara

24、tive performance asfollows:8.2.3.2 ImmediateWithdraw alternate samples of eachtype of nail from each face, ten of each nail, at the rate of 0.06in. (1.5 mm)/min.8.2.3.3 DelayedCondition the lumber, into which thenails are driven, at 50 6 2 % relative humidity and 70 6 5F(21.1 6 3 C) to constant weig

25、ht, after which withdraw theremaining nails.8.2.4 Precision and BiasNeither the precision nor the biashave been determined for the nail withdrawal test method.9. Certification9.1 When specified in the purchase order a producers orsuppliers certification shall be furnished to the purchaser thatthe ma

26、terial is in compliance with this specification.10. Packaging and Package Marking10.1 Unless otherwise specified, nails shall be packaged insubstantial commercial containers of the type, size, and kindcommonly used for the purpose, so constructed as to preservethe contents in good condition and to e

27、nsure acceptance andsafe delivery by common or other carriers, at the lowest rate, tothe point of delivery. In addition, the containers shall be somade that the contents can be partially removed withoutdestroying the containers ability to serve as a receptacle forthe remainder of the contents.10.2 U

28、nless otherwise specified, individual packages andshipping containers shall be marked with the type and length ofnail and the name of the manufacturer or distributor. Individualpackages shall also be marked with the name of the manufac-turer or distributor and the net mass.11. Keywords11.1 gypsum bo

29、ard; nail; points; shanks; wire headsASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the ri

30、skof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of th

31、is standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake

32、 your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).C 514 04 (2009)12