ASTM A1064 A1064M-2015 Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement Plain and Deformed for Concrete《混凝土的平整和变形的碳质钢丝绳和焊接线缆加固的标准规格》.pdf

《ASTM A1064 A1064M-2015 Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement Plain and Deformed for Concrete《混凝土的平整和变形的碳质钢丝绳和焊接线缆加固的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM A1064 A1064M-2015 Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement Plain and Deformed for Concrete《混凝土的平整和变形的碳质钢丝绳和焊接线缆加固的标准规格》.pdf（14页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A1064/A1064M 14A1064/A1064M 15Standard 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 adopt

2、ion 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. Scope*1.1 This specification covers carbon-steel wire and welded wire reinforcemen

3、t produced from hot-rolled rod to be used for thereinforcement of concrete. The steel wire is cold-worked, drawn or rolled, plain (non-deformed, as-drawn or galvanized), ordeformed. Welded wire reinforcement is made from plain or deformed wire, or a combination of plain and deformed wire.Common wire

4、 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 historically been described by various terms: welded wire fabric, WWF, fabric, and mesh. Thewire reinforcement i

5、ndustry 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 replaced with the term welded wire reinforcement in this specification and in relatedspecifications.1.2 Sup

6、plementary Requirements describe high-strength wire, which manufacturers furnish when specifically ordered.Manufacturers furnish high-strength wire in place of regular wire if mutually agreed to by the purchaser and the manufacturer.1.2 The values stated in either inch-pound or SI units are to be re

7、garded 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 equivalents; therefore, eachsystem must be used independently of the other. Combining values may result in nonconformance with the specific

8、ation.1.3 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 establish appropriate safety and health practices and determine the applicability of regulatorylimitations prior to use.2. Referenc

9、ed Documents2.1 ASTM Standards:2A370 Test Methods and Definitions for Mechanical Testing of Steel ProductsA641/A641M Specification for ZincCoated (Galvanized) Carbon Steel WireA700 Guide for Packaging, Marking, and Loading Methods for Steel Products for ShipmentE83 Practice for Verification and Clas

10、sification of Extensometer Systems2.2 U.S. Military Standard:3MIL-STD-129 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 Concrete2.5

11、Adjuncts:Weld Tester Drawing 51 This specification is under the jurisdiction ofASTM Committee A01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of Subcommittee A01.05on Steel Reinforcement.Current edition approved Nov. 1, 2014March 1, 2015. Published November 2014May 2

12、015. Originally approved in 2009. Last previous edition approved in 20132014as A1064/A1064M 13.14. DOI: 10.1520/A1064_A1064M-14.10.1520/A1064_A1064M-15.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Sta

13、ndardsvolume information, refer to the standardsstandards Document Summary page on the ASTM website.3 Available from Standardization 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

14、 (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, http:/www.concrete.org.5 Available from ASTM International Headquarters. Order Adjunct No. ADJA0185. Original adjunct produced in 1967.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indicat

15、ion 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 current versionof the standard as published by ASTM is to be cons

16、idered 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 States13. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 convoluted wirewhen w

17、ire 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 purchaser

18、 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 raised rib (p

19、rotrusion) 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 cold-rolle

20、d from hot-rolled steel rod. The welded intersectionsprovide the bond strength for shear resistance.4. Ordering Information4.1 It is 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

21、 specification. Such requirements to be considered include, but are not limitedto, the following:4.1.1 Quantity (weight mass) or square 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 Wir

22、e size number (see Section 7), wire spacing, and sheet or roll width and length for welded wire reinforcement;4.1.4 Minimum yield strength if Supplementary Requirements apply;or Grade;4.1.5 Yield strength measurement. The purchaser shall specify the method for measuring yield strength (see 7.1.4.2,

23、7.2.5.2, or8.1.2) and has the options described in 12.3;TABLE 1 Dimensional Requirements for Plain WireInch-Pound UnitsAcolwidth=“34.91*“/COLSPECSize 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

24、.05 0.020 12.9W 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 5.73 0.040 25.8W 4 0.226 5.73 0.040 25.8W 4.5 0.239 6.08 0.045 29.0W 5 0.252 6.41 0.050 32.3W 5 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

25、 6 0.276 7.02 0.060 38.7W 8 0.319 8.11 0.080 51.6W 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 0.505 12.8 0.200 129W 22 0.529 13.4 0.220 142W 24 0.553 14.0 0.240

26、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 projects that are designed using SI units.B The number following th

27、e 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 of the wire cross section, prefixedby the W.D These sizes represent t

28、he most readily available sizes in the welded 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 wire.A1064/A1064M 1524.1.6 Request for outside inspection (if not reque

29、sted, 14.1 applies);4.1.7 Exclusion of over-steeling, if required (see 10.4.2 and 10.5.1);4.1.8 Packaging (see Section 15);4.1.9 ASTM designation and year of issue; and4.1.10 Special requirements, if any. (See Supplementary Requirements.)5. Materials5.1 The steel shall be made by any commercially ac

30、cepted process.5.2 Unless otherwise specified, the wire shall be supplied uncoated. When 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 specificat

31、ion and its SupplementaryRequirements if so ordered, either solely or in combination of plain or deformed wire, or both.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.

32、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 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.

33、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 0.202MW 200 16.0 0.628 200 0.310MW 290 19.2 0.757 290 0.450TABLE 2 Dimensional Requirements for Plain WireSI UnitsASize NumberB, C, D Nominal Diametermm in.E Nominal Areamm2 in.2MW 5 2.52

34、 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 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

35、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 0.202MW 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 usi

36、ng 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-sectional area of the wire in square milimetres.C For sizes other than those shown above, the Size Number shall be the number of squ

37、are 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 welded wire reinforcement industry. Other wire sizes are available and many manufactures can producethem in 1 mm2 increments.E The nominal diameter is bas

38、ed on the nominal area of the wire.A1064/A1064M 153TABLE 3 Dimensional Requirements for Deformed WireInch-Pound UnitsNominal Dimensions 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,

39、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 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 0.0187

40、D12 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 0.160 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 0.22

41、0 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 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 0.0379TABLE 3 Dimensi

42、onal Requirements for Deformed WireInch-Pound UnitsNominal Dimensions 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, ID 1 0.034 0.113 0.010 0.0045D 2 0.068 0.160 0.020 0.0063D 3 0.102

43、 0.195 0.030 0.0078D 4 0.136 0.226 0.040 0.0101D 5 0.170 0.252 0.050 0.0113D 6 0.204 0.276 0.060 0.0124D 7 0.238 0.299 0.070 0.0134D 8 0.272 0.319 0.080 0.0143D 9 0.306 0.339 0.090 0.0152D 10 0.340 0.357 0.100 0.0160D 11 0.374 0.374 0.110 0.0187D 12 0.408 0.391 0.120 0.0195D 13 0.442 0.407 0.130 0.0

44、203D 14 0.476 0.422 0.140 0.0211D 15 0.510 0.437 0.150 0.0218D 16 0.544 0.451 0.160 0.0225D 17 0.578 0.465 0.170 0.0232D 18 0.612 0.479 0.180 0.0239D 19 0.646 0.492 0.190 0.0245D 20 0.680 0.505 0.200 0.0252D 21 0.714 0.517 0.210 0.0259D 22 0.748 0.529 0.220 0.0265D 23 0.782 0.541 0.230 0.0271D 24 0.

45、816 0.553 0.240 0.0277D 25 0.850 0.564 0.250 0.0282D 26 0.884 0.575 0.260 0.0288D 27 0.918 0.586 0.270 0.0293D 28 0.952 0.597 0.280 0.0299D 29 0.986 0.608 0.290 0.0304D 30 1.02 0.618 0.300 0.0309D 31 1.05 0.628 0.310 0.0314D 45 1.53 0.757 0.450 0.0379A The wire sizes in Table 3 should be used on pro

46、jects 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 area of the deformed wire in square inches multiplied by 100.A1064/A1064M 1546. Manufacture6.1

47、The wire shall be cold-worked, drawn or rolled, from rods that have been hot-rolled from billets.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 area of the deformed wire cross section,prefixed by the D.D These sizes rep

48、resent 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 equivalent 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 weight per lineal foot of specimen i