ASTM A363-2003(2014) Standard Specification for Zinc-Coated &40 Galvanized&41 Steel Overhead Ground Wire Strand《地面架空线用镀锌钢丝绳的标准规格》.pdf
《ASTM A363-2003(2014) Standard Specification for Zinc-Coated &40 Galvanized&41 Steel Overhead Ground Wire Strand《地面架空线用镀锌钢丝绳的标准规格》.pdf》由会员分享,可在线阅读,更多相关《ASTM A363-2003(2014) Standard Specification for Zinc-Coated &40 Galvanized&41 Steel Overhead Ground Wire Strand《地面架空线用镀锌钢丝绳的标准规格》.pdf(3页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: A363 03 (Reapproved 2014)Standard Specification forZinc-Coated (Galvanized) Steel Overhead Ground WireStrand1This standard is issued under the fixed designation A363; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the
2、 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 high-strength, extra-high-strength, and utilities grades of concentric lay steel wi
3、re strandcomposed of three wires or seven wires with Class A, Class B,or Class C zinc coatings specifically intended for use asoverhead ground wires or static wires for electric powertransmission lines.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in paren
4、theses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.2. Referenced Documents2.1 ASTM Standards:A90/A90M Test Method for Weight Mass of Coating onIron and Steel Articles with Zinc or Zinc-Alloy CoatingsA902 Terminology Relating to Metall
5、ic Coated Steel Prod-uctsB6 Specification for Zinc3. Terminology3.1 DefinitionsFor definitions of terms used in thisspecification, refer to Terminology A902.4. Ordering Information4.1 Orders for strand purchased under this specificationshall include the following information:4.1.1 Quantity of each s
6、ize,4.1.2 Size and grade of strand (Table 1), and4.1.3 Class of zinc coating (Section 11 and Table 2).4.1.4 ASTM designation and year of issue.5. Materials and Manufacture5.1 The base metal shall be steel produced by any commer-cially accepted steel making process and shall be of suchquality and pur
7、ity that when drawn to the size of wire specifiedand coated with zinc, the finished strand will have theproperties and characteristics prescribed in this specification.5.2 The slab zinc when used for the coating shall be anygrade of zinc conforming to Specification B6.6. Stranding6.1 The strand shal
8、l have a left lay with a uniform pitch ofnot more than 16 times the nominal diameter of the strand. Aleft lay is defined as a counter-clockwise twist away from theobserver. Stranding shall be sufficiently close to ensure nosignificant reduction in diameter when stressed to 10 % of theminimum breakin
9、g strength.7. Preforming Strand7.1 Preformed strand shall be supplied when so specified bythe purchaser. Strand is preformed when the component wiresare set to the helical form which they assume in the product byany means of process other than by merely laying them aboutthe strand core.8. Breaking S
10、trength and Weight8.1 The approximate weight per unit length of strand andthe minimum breaking strength of the finished strand shall beas specified in Table 1.8.2 A test in which the breaking strength is below theminimum specified and which may have been caused by theslipping of the specimen in the
11、jaws of the testing machine, bybreaking within the jaws or within 1 in. (25.4 mm) of the jaws,or by the improper socketing of a specimen shall be disre-garded and another sample from the same coil or reel shall betested.9. Elongation9.1 The elongation of the strand in 24 in. (610 mm),determined as s
12、pecified in 9.2, shall be not less than 5 % for thehigh-strength and for the516-in. (7.94-mm), 3-wire utilitiesgrades, and 4 % for the extra-high-strength and for the -in.(9.52-mm), 7-wire Utilities grades.9.2 The elongation shall be measured as the percentageincrease in separation between the jaws
13、of the testing machine1This specification is under the jurisdiction of ASTM Committee A05 onMetallic-Coated Iron and Steel Productsand is the direct responsibility of Subcom-mittee A05.12 on Wire Specifications.Current edition approved Aug. 1, 2014. Published September 2014. Originallyapproved in 19
14、52. Last previous edition approved in 2009 as A363 03 (2009)1.DOI: 10.1520/A0363-03R14.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1from the position after application of the initial load, to theposition at initial failure in the t
15、est specimen. The separation ofthe jaws of the testing machine shall be approximately 2 ft(0.61 m) when under an initial load equal to 10 % of therequired minimum breaking strength of the strand. The elon-gation values shall be recorded only for specimens that breakover 1 in. (25.4 mm) from jaws of
16、the testing machine.10. Ductility of Steel10.1 The individual wires of the completed strand shall notfracture when wrapped at a rate not exceeding 15 turns perminute in a close helix of at least two turns around a cylindricalmandrel equal to three times the nominal diameter of the wireunder test.11.
17、 Weight of Coating11.1 The weight of zinc coating shall not be less than thatspecified in Table 2.11.2 Weight of Coating TestThe zinc coating shall betested for weight by a stripping test in accordance with TestMethod A90/A90M.12. Adherence of Coating12.1 The zinc coating shall adhere to the wire wi
18、thoutdelaminating and without being removable by rubbing with thebare fingers after the individual wires have been wrapped at arate not exceeding 15 turns per minute, in a close helix of atleast two turns around a cylindrical mandrel equal to threetimes the nominal diameter of the wire under test. L
19、oosening ordetachment during the adhesion tests of superficial, smallparticles of zinc formed by mechanical polishing of the surfaceof zinc-coated wire shall not be considered cause for rejection.13. Joints and Splices13.1 There shall be no joints of any kind made in thefinished wire entering into t
20、he construction of the strand.13.2 Electric-welded butt joints made prior to the start ofcold drawing of the wire are permitted; however, no electric-welded butt joints of the wire shall be made during the colddrawing application.13.3 There shall be no strand joints or strand splices in anylength of
21、 the completed strand.14. Permissible Variations in Wire Size14.1 The diameter of the zinc-coated wire forming thestrand shall conform to the nominal diameter shown in Table 1within a tolerance of 60.004 in. (0.102 mm) for Wire Sizes0.104 in. (2.642 mm) and 0.120 in. (3.048 mm) and 60.005 in.(0.127
- 1.请仔细阅读文档,确保文档完整性,对于不预览、不比对内容而直接下载带来的问题本站不予受理。
- 2.下载的文档,不会出现我们的网址水印。
- 3、该文档所得收入(下载+内容+预览)归上传者、原创作者;如果您是本文档原作者,请点此认领!既往收益都归您。
下载文档到电脑,查找使用更方便
10000 积分 0人已下载
下载 | 加入VIP,交流精品资源 |
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- ASTMA36320032014STANDARDSPECIFICATIONFORZINCCOATED40GALVANIZED41STEELOVERHEADGROUNDWIRESTRAND 地面 架空 镀锌

链接地址:http://www.mydoc123.com/p-458159.html