ASTM B957-2008 Standard Specification for Extra-High-Strength and Ultra-High-Strength Zinc-Coated (Galvanized) Steel Core Wire for Overhead Electrical Conductors《架空导线用超高强度和超高强度镀锌(电.pdf
《ASTM B957-2008 Standard Specification for Extra-High-Strength and Ultra-High-Strength Zinc-Coated (Galvanized) Steel Core Wire for Overhead Electrical Conductors《架空导线用超高强度和超高强度镀锌(电.pdf》由会员分享,可在线阅读,更多相关《ASTM B957-2008 Standard Specification for Extra-High-Strength and Ultra-High-Strength Zinc-Coated (Galvanized) Steel Core Wire for Overhead Electrical Conductors《架空导线用超高强度和超高强度镀锌(电.pdf(4页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: B 957 08Standard Specification forExtra-High-Strength and Ultra-High-Strength Zinc-Coated(Galvanized) Steel Core Wire for Overhead ElectricalConductors1This standard is issued under the fixed designation B 957; the number immediately following the designation indicates the year oforigin
2、al adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers round, extra-high-strength andultra-hig
3、h-strength, Class A zinc-coated (galvanized), steelcore wire used for use in Overhead Electrical Conductors.1.2 This specification covers wire of diameter from 0.0500to 0.1900 in. inclusive or 1.27 to 4.82 mm inclusive.1.3 The values stated in either SI units or inch-pound unitsare to be regarded se
4、parately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformancewith the standard.1.4 This standard does not purport to address all of thesafety conce
5、rns, 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 to use.2. Referenced Documents2.1 ASTM Standards:2A 90/A 90M Test Method for Weight Mass o
6、f Coating onIron and Steel Articles with Zinc or Zinc-Alloy CoatingsA 370 Test Methods and Definitions for Mechanical Testingof Steel ProductsA 751 Test Methods, Practices, and Terminology forChemical Analysis of Steel ProductsB6 Specification for ZincB 193 Test Method for Resistivity of Electrical
7、ConductorMaterialsE29 Practice for Using Significant Digits in Test Data toDetermine Conformance with Specifications3. Terminology3.1 Definitions of Terms Specific to This Standard:3.2 Lot, nUnless otherwise specified in the contract ororder, a lot shall consist of all coils of wire of the samediame
8、ter and unit lengths submitted for inspection at the sametime.3.3 Product Code, nDefines product coating type, coatingclass and strength grade. Extra High Strength Grade Zinc, Class A Coated, use CodeGA4. Ultra High Strength Grade Zinc, Class A Coated, use CodeGA5.4. Ordering Information4.1 Orders f
9、or material under this specification shall includethe following information:4.1.1 Quantity of each size,4.1.2 Wire diameter in inches or millimeter (Section 13),4.1.3 Certification, if required (Section 18),4.1.4 Test report, if required (Section 18), and4.1.5 Package size (Section 19).4.1.6 Strengt
10、h Grade5. Materials and Manufacture5.1 The base metal shall be steel produced by the open-hearth, electric-furnace, or basic-oxygen process.5.2 The wire shall be cold drawn and coated with zinc toproduce the desired properties.5.3 The slab zinc used for coating shall be high grade orbetter, conformi
11、ng to Specification B6.1This test method is under the jurisdiction of ASTM Committee B01 onElectrical Conductors and is the direct responsibility of Subcommittee B01.05 onConductors of Ferrous Metals.Current edition approved Nov. 1, 2008. Published December 2008.2For referenced ASTM standards, visit
12、 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 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-295
13、9, United States.6. Chemical Composition6.1 The steel shall conform to the requirements prescribedin Table 1.6.2 Chemical analysis shall be conducted in accordancewith Test Methods, Practices, and Terminology A 751.7. Tensile Test7.1 The zinc-coated steel core wire shall conform to thetensile and el
14、ongation requirements prescribed in Table 2,Table 3, Table 4,orTable 5 depending on the strength gradeand unit base ordered.7.2 Tensile tests shall be conducted in accordance with TestMethods and Definitions A 370, using the initial settings fordetermining stress at 1 % extension given in Table 6 or
15、 Table7 of this specification.7.3 Test Specimens The test specimens shall be free ofbends or kinks other than the curvature resulting from the usualcoiling operations. Any hand straightening necessary to permitinsertion of the specimen in the jaws of the testing machineshall be performed by drawing
16、between wood blocks or bysome other equally satisfactory means.7.4 The nominal diameter requested shall be used to deter-mine the applicable strength specification.8. Wrap Test8.1 The material, as represented by the test specimens, shallnot fracture when the galvanized wire is wrapped at a rate note
17、xceeding 15 turns/min in a close helix of at least eight turnsaround a cylindrical mandrel with a diameter equal to fourtimes the specified diameter of the wire under test, 6 5%.9. Coating Test9.1 The zinc-coated wire shall conform to the coatingrequirements prescribed in Table 8 or Table 9.9.2 The
18、coating test shall be conducted in accordance withTest Method A 90/A 90M.10. Adherence of Coating Test10.1 The zinc-coated wire shall be capable of beingwrapped in a close helix at a rate not exceeding 15 turns/minaround a cylindrical mandrel having a diameter as prescribed inTable 10 or Table 11, w
19、ithout cracking or flaking the zinccoating to such an extent that any zinc can be removed byrubbing with the bare fingers.11. Joints11.1 No joints shall be made in the finished wire.11.2 Joints may be made at any stage of processing prior tofinal cold drawing, by the electric butt-weld or flash-weld
20、ingprocess.11.3 Welding equipment and procedure shall be such that itcan be demonstrated that the ultimate tensile strength of afinished wire specimen containing the welded section shall benot less than 96 % of the specified minimum stress at 1 %extension.11.4 A welded section shall not be required
21、to meet thestress at 1 % extension, and wrap tests.12. Density and Resistivity12.1 For the purpose of calculating mass per unit length,cross sections, and so forth, the density of galvanized steel wireat 20C shall be taken as 0.281 lb/in.3(7780 kg/m3).12.2 A maximum resistivity of galvanized steel w
22、ire is notguaranteed, but a typical value of 0.19157 Vmm2/m may beTABLE 1 Chemical RequirementsElement Composition, %Carbon 0.50 to 1.00Manganese 0.40 to 1.30Phosphorus, max 0.035Sulfur, max 0.045Silicon 0.15 to 0.60TABLE 2 Grade 4 Extra-High-Strength Tensile RequirementsSpecifiedDiameter, in.Stress
23、 at 1%Extension,min, kpsiUltimate TensileStrength,min, kpsiElongationin 10 in.,min %0.0500 to 0.0899, incl 225 265 3.00.0900 to 0.1199, incl 220 260 3.00.1200 to 0.1399, incl 215 255 3.50.1400 to 0.1900, incl 210 250 3.5TABLE 3 Grade 4 Extra-High-Strength Tensile Requirements(Metric)SpecifiedDiamete
24、r,mmStress at1% Extension,min, MPaUltimate TensileStrength,min, MPaElongationin 250 mm,min %1.27 to 2.28, incl 1550 1825 3.02.29 to 3.04, incl 1515 1790 3.03.05 to 3.55, incl 1480 1760 3.53.56 to 4.82, incl 1450 1725 3.5TABLE 4 Grade 5 Ultra-High-Strength Tensile RequirementsSpecifiedDiameter,in.Str
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