1、Designation: A1064/A1064M 101 A1064/A1064M 12Standard Specification forSteelCarbon-Steel Wire and Welded Wire Reinforcement,Plain and Deformed, for Concrete1This standard is issued under the fixed designation A1064/A1064M; the number immediately following the designation indicates theyear of origina
2、l adoption or, in the case of 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 NOTEEditorial corrections were made to Section 2 and the Summary of Changes
3、in October 2012.1. Scope*1.1 This specification covers steelcarbon-steel wire and welded wire reinforcement produced from hot-rolled rod to be used forthe reinforcement of concrete. The steel wire is cold-worked, drawn or rolled, plain (non-deformed, as-drawn or galvanized), ordeformed. Welded wire
4、reinforcement is made from plain or deformed wire, or a combination of plain and deformed wire.Common wire sizes and dimensions are given in Table 1, Table 2, Table 3, and Table 4. Actual wire sizes are not restricted to thoseshown in the tables.NOTE 1Welded wire for concrete reinforcement has histo
5、rically been described by various terms: welded wire fabric, WWF, fabric, and mesh. Thewire reinforcement industry has adopted the term welded wire reinforcement (WWR) as being more representative of the applications of the productsbeing manufactured. Therefore, the term welded wire fabric has been
6、replaced with the term welded wire reinforcement in this specification and in relatedspecifications.1.2 Supplement S1 describesSupplementary Requirements describe high-strength wire, which manufacturers furnish whenspecifically ordered. Manufacturers furnish high-strength wire in place of regular wi
7、re if mutually agreed to by the purchaser andthe manufacturer.1.3 The values stated in either inch-pound or SI units are to be regarded separately as standard. Within the text the SI units areshown in brackets (except in Table 2 and Table 4). The values stated in each system are not exact equivalent
8、s; therefore, eachsystem must be used independently of the other. Combining values may result in nonconformance with the specification.1.4 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 es
9、tablish appropriate safety and health practices and determine the applicability of regulatorylimitations prior to use.2. Referenced Documents2.1 ASTM Standards:2A370 Test Methods and Definitions for Mechanical Testing of Steel ProductsA496/A496M Specification for Steel Wire, Deformed, for Concrete R
10、einforcementA641/A641M Specification for ZincCoated (Galvanized) Carbon Steel WireA700 Practices for Packaging, Marking, and Loading Methods for Steel Products for ShipmentE83 Practice for Verification and Classification of Extensometer Systems2.2 U.S. Military Standard:3MIL-STD-129 Marking for Ship
11、ment 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 Concrete1 This specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel
12、 and Related Alloys and is the direct responsibility of Subcommittee A01.05on Steel Reinforcement.Current edition approved Oct. 1, 2010Nov. 15, 2012. Published November 2010December 2012. Originally approved in 2009. Last previous edition approved in 20092010as A1064/A1064M-09.-10. DOI: 10.1520/A106
13、4_A1064M-10.10.1520/A1064_A1064M-12.2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.3 Available from Stand
14、ardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/www.dodssp.daps.mil.4 Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, http:/www.concrete.org.This document is not an ASTM standard and i
15、s 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 cases only the
16、 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 Dimensional Requir
17、ements for Plain WireInch-Pound UnitsASize NumberB, C, D Nominal Diameterin. mmE Nominal Areain.2 mm2W 0.5 0.080 2.03 0.005 3.23W 1.2 0.124 3.14 0.012 7.74W 1.4 0.134 3.39 0.014 9.03W 2 0.160 4.05 0.020 12.9W 2.5 0.178 4.53 0.025 16.1W 2.9 0.192 4.88 0.029 18.7W 3.5 0.211 5.36 0.035 22.6W 4 0.226 5.
18、73 0.040 25.8W 4.5 0.239 6.08 0.045 29.0W 5 0.252 6.41 0.050 32.3W 5.5 0.265 6.72 0.055 35.5W 6 0.276 7.02 0.060 38.7W 8 0.319 8.11 0.080 51.6W 10 0.357 9.06 0.100 64.5W 11 0.374 9.50 0.110 71.0W 12 0.391 9.93 0.120 77.4W 14 0.422 10.7 0.140 90.3W 16 0.451 11.5 0.160 103W 18 0.479 12.2 0.180 116W 20
19、 0.505 12.8 0.200 129W 22 0.529 13.4 0.220 142W 24 0.553 14.0 0.240 155W 26 0.575 14.6 0.260 168W 28 0.597 15.2 0.280 181W 30 0.618 15.7 0.300 194W 31 0.628 16.0 0.310 200W 45 0.757 19.2 0.450 290A Table 1 should be used on projects that are designed using inch-pound units; Table 2 should be used on
20、 projects that are designed using SI units.B The number following the prefix indicates the nominal cross-sectional area of the wire in square inches multiplied by 100.C For sizes other than those shown above, the Size Number shall be the number of one hundredth of a square inch in the nominal area o
21、f the wire cross section, prefixedby the W.D These sizes represent the most readily available sizes in the welding wire reinforcement industry. Other wire sizes are available and many manufactures can producethem in 0.0015 in.2 increments.E The nominal diameter is based on the nominal area of the wi
22、re.TABLE 2 Dimensional Requirements for Plain WireSI UnitsASize NumberB, C, D Nominal Diametermm in.E Nominal Areamm2 in.2MW 5 2.52 0.099 5 0.008MW 10 3.57 0.140 10 0.016MW 15 4.37 0.172 15 0.023MW 20 5.05 0.199 20 0.031MW 25 5.64 0.222 25 0.039MW 30 6.18 0.243 30 0.047MW 35 6.68 0.263 35 0.054MW 40
23、 7.14 0.281 40 0.062MW 45 7.57 0.298 45 0.070MW 50 7.98 0.314 50 0.078MW 55 8.37 0.329 55 0.085MW 60 8.74 0.344 60 0.093MW 65 9.10 0.358 65 0.101MW 70 9.44 0.372 70 0.109MW 80 10.1 0.397 80 0.124MW 90 10.7 0.421 90 0.140MW 100 11.3 0.444 100 0.155MW 120 12.4 0.487 120 0.186MW 130 12.9 0.507 130 0.20
24、2MW 200 16.0 0.628 200 0.310MW 290 19.2 0.757 290 0.450A The wire sizes in Table 1 should be used on projects that are designed using inch-pound units; the wire sizes in Table 2 should be used on projects that are designedusing SI units.B The number following the prefix indicates the nominal cross-s
25、ectional area of the wire in square milimetres.C For sizes other than those shown above, the Size Number shall be the number of square millimetres in the nominal area of the wire cross section, prefixed by the MW.D These sizes represent the most readily available sizes in the welding wire reinforcem
26、ent industry. Other wire sizes are available and many manufactures can producethem in 1 mm2 increments.E The nominal diameter is based on the nominal area of the wire.A1064/A1064M 1222.5 Adjuncts:Weld Tester Drawing 53. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 convoluted w
27、irewhen wire for welded wire reinforcement is formed into a sinusoidal wave shape, it is commonlyreferred to as convoluted wire. The wire is used in the manufacture of cages for certain applications of concrete pipe reinforcement.Deformed wire is not subject to convolution unless agreed upon by the
28、purchaser and manufacturer.3.1.2 deformed wire and welded deformed wire reinforcementas used within the scope and intent of this specification,designates a material composed of cold-worked deformed steel wire as cold-drawn or cold-rolled from hot-rolled steel rod.Deformations can be indented or rais
29、ed rib (protrusion) types. The deformations and the welded intersections provide bond strengthfor shear resistance.3.1.3 plain wire and welded plain wire reinforcementas used within the scope and intent of this specification, designates amaterial composed of cold-worked steel wire, as cold-drawn or
30、cold-rolled from hot-rolled steel rod. The welded intersectionsprovide the bond strength for shear resistance.5 Available from ASTM International Headquarters. Order Adjunct No. ADJA0185. Original adjunct produced in 1967.TABLE 3 Dimensional Requirements for Deformed WireInch-Pound UnitsNominal Dime
31、nsions Deformation RequirementsDeformed Wire SizeA, B, C, D Unit Weight, lb/ft Diameter, in.E Cross-Sectional Area, in.2 F Minimum Average Height ofDeformations, in.G, H, ID1 0.034 0.113 0.010 0.0045D2 0.068 0.160 0.020 0.0063D3 0.102 0.195 0.030 0.0078D4 0.136 0.226 0.040 0.0101D5 0.170 0.252 0.050
32、 0.0113D6 0.204 0.276 0.060 0.0124D7 0.238 0.299 0.070 0.0134D8 0.272 0.319 0.080 0.0143D9 0.306 0.339 0.090 0.0152D10 0.340 0.357 0.100 0.0160D11 0.374 0.374 0.110 0.0187D12 0.408 0.391 0.120 0.0195D13 0.442 0.407 0.130 0.0203D14 0.476 0.422 0.140 0.0211D15 0.510 0.437 0.150 0.0218D16 0.544 0.451 0
33、.160 0.0225D17 0.578 0.465 0.170 0.0232D18 0.612 0.479 0.180 0.0239D19 0.646 0.492 0.190 0.0245D20 0.680 0.505 0.200 0.0252D21 0.714 0.517 0.210 0.0259D22 0.748 0.529 0.220 0.0265D23 0.782 0.541 0.230 0.0271D24 0.816 0.553 0.240 0.0277D25 0.850 0.564 0.250 0.0282D26 0.884 0.575 0.260 0.0288D27 0.918
34、 0.586 0.270 0.0293D28 0.952 0.597 0.280 0.0299D29 0.986 0.608 0.290 0.0304D30 1.02 0.618 0.300 0.0309D31 1.05 0.628 0.310 0.0314D45 1.53 0.757 0.450 0.0379A The wire sizes in Table 3 should be used on projects that are designed using inch-pound units; the wire sizes in Table 4 should be used on pro
35、jects that are designedusing SI units.B The number following the prefix indicates the nominal cross-sectional area of the deformed wire in square inches multiplied by 100.C For sizes other than those shown above, the Size Number shall be the number of one hundredths of a square inch in the nominal a
36、rea of the deformed wire cross section,prefixed by the D.D These sizes represent the most readily available sizes in the welded wire reinforcement industry. Other wire sizes are available and many manufacturers can producethem in 0.0015 in.2 increments.E The nominal diameter of a deformed wire is eq
37、uivalent to the nominal diameter of a plain wire having the same weight per foot as the deformed wire.F The cross-sectional area is based on the weight of the wire. The area in square inches may be calculated by dividing the weight in pounds by 0.2833 (weight of 1 in.3of steel) or by dividing the we
38、ight per lineal foot of specimen in pounds by 3.4 (weight of steel 1 in. square and 1 foot long).G The minimum average height of the deformations shall be determined from measurements made on not less than two typical deformations from each line of deformationson the wire. Measurements shall be made
39、 at the center of indentation or between two raised ribs as described in 7.2.4.7.H Spacing of deformations shall not be greater than 0.285 in. nor less than 0.182 in. for all wire sizes.I See 7.2.4.3 for average number of deformations per unit length.A1064/A1064M 1234. Ordering Information4.1 It is
40、the responsibility of the purchaser to specify all requirements that are necessary for the manufacture and delivery ofthe wire and welded wire reinforcement under this specification. Such requirements to be considered include, but are not limitedto, the following:4.1.1 Quantity (weight mass) or squa
41、re area for welded wire reinforcement;4.1.2 Name of material (cold-drawn or rolled steel wire, or welded wire reinforcement, plain or deformed, for concrete);4.1.3 Wire size number (see Section 7), wire spacing, and sheet or roll width and length for welded wire reinforcement;4.1.4 Minimum yield str
42、ength if Supplement S1 applies;Supplementary Requirements apply;4.1.5 Yield strength measurement. The purchaser has the options described in 12.3;4.1.6 Request for outside inspection (if not requested, 14.1 applies);4.1.7 Exclusion of over-steeling, if required (see 10.4.2 and 10.5.1);4.1.8 Packagin
43、g (see Section 15);4.1.9 ASTM designation and year of issue; and4.1.10 Special requirements, if any. (See Supplement SI.)Supplementary Requirements.)5. Materials5.1 The steel shall be made by any commercially accepted process.5.2 Unless otherwise specified, the wire shall be supplied uncoated. When
44、plain wire is specified as galvanized, it shall begalvanized at finish size as described in Specification A641/A641M.5.3 Wire used in the manufacture of welded wire reinforcement shall conform to this specification and its SupplementSISupplementary Requirements if so ordered, either solely or in com
45、bination of plain or deformed wire, or both.6. Manufacture6.1 The wire shall be cold-worked, drawn or rolled, from rods that have been hot-rolled from billets.6.2 For welded wire reinforcement, the wires shall be assembled by automatic machines or by other suitable mechanical meanswhich will assure
46、accurate spacing and alignment of all wires of the finished product. The finished welded wire reinforcement shallbe furnished in flat or bent sheets or in rolls as specified by the purchaser.TABLE 4 Dimensional Requirements for Deformed WireSI UnitsNominal Dimensions Deformation RequirementsDeformed
47、 Wire SizeA, B, C, D D in.2 100 Unit Mass, kg/m Diameter, mmE Cross-Sectional Area,mm2 F Minimum Average Height ofDeformations, mmG, H, IMD 25 D 3.9 0.196 5.64 25 0.252MD 30 D 4.7 0.235 6.18 30 0.279MD 35 D 5.4 0.275 6.68 35 0.302MD 40 D 6.2 0.314 7.14 40 0.320MD 45 D 7.0 0.353 7.57 45 0.342MD 50 D
48、7.8 0.392 7.98 50 0.360MD 55 D 8.5 0.432 8.37 55 0.378MD 60 D 9.3 0.471 8.74 60 0.392MD 65 D 10.1 0.510 9.10 65 0.455MD 70 D 10.9 0.549 9.44 70 0.470MD 80 D 12.4 0.628 10.1 80 0.505MD 90 D 14.0 0.706 10.7 90 0.535MD 100 D 15.5 0.785 11.3 100 0.565MD 120 D 18.6 0.942 12.4 120 0.620MD 130 D 20.2 1.02
49、12.9 130 0.645MD 200 D 31.0 1.57 16.0 200 0.800MD 290 D 45.0 2.28 19.2 290 0.961A The wire sizes in Table 3 should be used on projects that are designed using inch-pound units; the wire sizes in Table 4 should be used on projects that are designedusing SI units.B The number following the prefix indicates the nominal cross-sectional
