1、Designation:A1064/A1064M17Standard Specification forCarbon-Steel Wire and Welded Wire Reinforcement,Plainand Deformed,for Concrete1This standard is issued under the fixed designation A1064/A1064M;the number immediately following the designation indicates theyear of original adoption or,in the case o
2、f revision,the year of last revision.A number in parentheses indicates the year of lastreapproval.A superscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope*1.1 This specification covers carbon-steel wire and weldedwire reinforcement produced from hot-rolled r
3、od to be used forthe reinforcement of concrete.The steel wire is cold-worked,drawn or rolled,plain(non-deformed,as-drawn or galvanized),or deformed.Welded wire reinforcement is made from plain ordeformed wire,or a combination of plain and deformed wire.Common wire sizes and dimensions are given in T
4、able 1,Table2,Table 3,and Table 4.Actual wire sizes are not restricted tothose shown in the tables.NOTE1Welded wire for concrete reinforcement has historically beendescribed by various terms:welded wire fabric,WWF,fabric,and mesh.The wire reinforcement industry has adopted the term welded wirereinfo
5、rcement(WWR)as being more representative of the applications ofthe products being manufactured.Therefore,the term welded wire fabrichas been replaced with the term welded wire reinforcement in thisspecification and in related specifications.1.2 The values stated in either inch-pound or SI units are
6、tobe regarded separately as standard.Within the text the SI unitsare shown in brackets(except in Table 2 and Table 4).Thevalues stated in each system are not exact equivalents;therefore,each system must be used independently of the other.Combining values may result in nonconformance with thespecific
7、ation.1.3 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 to use.1.4 This int
8、ernational 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 TechnicalBarriers to Trade(TBT)Co
9、mmittee.2.Referenced Documents2.1 ASTM Standards:2A370 Test Methods and Definitions for Mechanical Testingof Steel ProductsA641/A641M Specification for ZincCoated(Galvanized)Carbon Steel WireE83 Practice for Verification and Classification of Exten-someter Systems2.2 U.S.Military Standard:3MIL-STD-1
10、29 Marking for Shipment and Storage2.3 U.S.Military Standard:3Fed.Std.No.123 Marking for Shipments(Civil Agencies)2.4 American Concrete Institute(ACI)Standard:4ACI 318 Building Code Requirements for Structural Con-crete2.5 Adjuncts:Weld Tester Drawing53.Terminology3.1 Definitions of Terms Specific t
11、o This Specification:3.1.1 convoluted wireplain wire for welded wire rein-forcement that is formed into a sinusoidal wave shape;de-formed wire is not subject to convolution unless agreed uponby the purchaser and manufacturer.3.1.1.1 DiscussionThe wire is used in the manufacture ofcages for certain a
12、pplications of concrete pipe reinforcement.3.1.2 deformedwireanddeformedweldedwirereinforcementa material composed of cold-worked deformedsteel wire as cold-drawn or cold-rolled from hot-rolled steelrod.1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and
13、Related Alloys and is the direct responsibility of SubcommitteeA01.05 on Steel Reinforcement.Current edition approved March 15,2017.Published March 2017.Originallyapproved in 2009.Last previous edition approved in 2016 as A1064/A1064M 16b.DOI:10.1520/A1064_A1064M-17.2For referenced ASTM standards,vi
14、sit 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.3Available from Standardization Documents Order Desk,DODSSP,Bldg.4,SectionD,700RobbinsAve.,Philadel
15、phia,PA19111-5098,http:/www.dodssp.daps.mil.4Available from American Concrete Institute(ACI),P.O.Box 9094,FarmingtonHills,MI 48333-9094,http:/www.concrete.org.5Available from ASTM International Headquarters.Order Adjunct No.ADJA0185.Original adjunct produced in 1967.*A Summary of Changes section app
16、ears at the end of this 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 of International Standards,Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade(TBT)Committee.1 3.1.2.1 DiscussionDeformations can be either
