ASTM A1064/A1064M-10
(Specification)Standard Specification for Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
Standard Specification for Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
ABSTRACT
This specification covers the material, dimensional and mechanical property requirements for plain and deformed steel wire and welded wire reinforcements produced from hot-rolled rods that are to be used for the reinforcement of concrete. Tension test procedures are detailed for each type of wire reinforcement to examine their adherence to specified tensile strength, yield strength, and reduction of area requirements.
SCOPE
1.1 This specification covers steel wire and welded wire reinforcement produced from hot-rolled rod to be used for the 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 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 those shown in the tables.
Note 1—Welded wire for concrete reinforcement has historically been described by various terms: welded wire fabric, WWF, fabric, and mesh. The wire reinforcement industry has adopted the term welded wire reinforcement (WWR) as being more representative of the applications of the products being manufactured. Therefore, the term welded wire fabric has been replaced with the term welded wire reinforcement in this specification and in related specifications.
1.2 Supplement S1 describes 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.
1.3 The values stated in either inch-pound or SI units are to be regarded separately as standard. Within the text the SI units are shown in brackets (except in Table 2 and Table 4). The values 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 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 responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
General Information
Relations
Buy Standard
Standards Content (Sample)
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:A1064/A1064M −10
StandardSpecification for
Steel Wire and Welded Wire Reinforcement, Plain and
1
Deformed, for Concrete
This standard is issued under the fixed designation A1064/A1064M; the number immediately following the designation indicates the
year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last
reapproval. A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* 2. Referenced Documents
2
2.1 ASTM Standards:
1.1 This specification covers steel wire and welded wire
A370 Test Methods and Definitions for Mechanical Testing
reinforcement produced from hot-rolled rod to be used for the
of Steel Products
reinforcement of concrete. The steel wire is cold-worked,
A469/A469M Specification for Vacuum-Treated Steel Forg-
drawnorrolled,plain(non-deformed,as-drawnorgalvanized),
ings for Generator Rotors
or deformed.Welded wire reinforcement is made from plain or
A641/A641M Specification for Zinc–Coated (Galvanized)
deformed wire, or a combination of plain and deformed wire.
Carbon Steel Wire
CommonwiresizesanddimensionsaregiveninTable1,Table
A700 Practices for Packaging, Marking, and Loading Meth-
2, Table 3, and Table 4. Actual wire sizes are not restricted to
ods for Steel Products for Shipment
those shown in the tables.
E83 Practice for Verification and Classification of Exten-
someter Systems
NOTE 1—Welded wire for concrete reinforcement has historically been
3
described by various terms: welded wire fabric, WWF, fabric, and mesh.
2.2 U.S. Military Standard:
The wire reinforcement industry has adopted the term welded wire
MIL-STD-129 Marking for Shipment and Storage
reinforcement (WWR) as being more representative of the applications of
3
2.3 U.S. Military Standard:
the products being manufactured. Therefore, the term welded wire fabric
has been replaced with the term welded wire reinforcement in this
Fed. Std. No. 123 Marking for Shipments (Civil Agencies)
specification and in related specifications.
4
2.4 American Concrete Institute (ACI) Standard:
1.2 Supplement S1 describes high-strength wire, which
ACI 318 Building Code Requirements for Structural Con-
manufacturers furnish when specifically ordered. Manufactur-
crete
ers furnish high-strength wire in place of regular wire if
2.5 Adjuncts:
5
mutually agreed to by the purchaser and the manufacturer.
Weld Tester Drawing
1.3 The values stated in either inch-pound or SI units are to
3. Terminology
be regarded separately as standard. Within the text the SI units
3.1 Definitions of Terms Specific to This Standard:
are shown in brackets (except in Table 2 and Table 4). The
values stated in each system are not exact equivalents; 3.1.1 convoluted wire—when wire for welded wire rein-
forcement is formed into a sinusoidal wave shape, it is
therefore,eachsystemmustbeusedindependentlyoftheother.
commonly referred to as convoluted wire. The wire is used in
Combining values may result in nonconformance with the
the manufacture of cages for certain applications of concrete
specification.
pipe reinforcement. Deformed wire is not subject to convolu-
1.4 This standard does not purport to address all of the
tion unless agreed upon by the purchaser and manufacturer.
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
bility of regulatory limitations prior to use.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
3
Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,
1
This specification is under the jurisdiction ofASTM Committee A01 on Steel, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http://
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee www.dodssp.daps.mil.
4
A01.05 on Steel Reinforcement. Available fromAmerican Concrete Institute (ACI), P.O. Box 9094, Farmington
Current edition approved Oct. 1, 2010. Published November 2010. Originally Hills, MI 48333-9094, http://www.concrete.org.
5
approved in 2009. Last previous edition approved in 2009 as A1064/A1064M-09. Available from ASTM International Headquarters. Order Adjunct No.
DOI: 10.1520/A1064_A1064M-10. ADJA0185. Original adjunct produced in 1967.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
A1064/A1064M−10
A
TABLE 1 Dimensional Requirements for Plain Wire—
...
This document is not anASTM standard and is intended only to provide the user of anASTM standard an indication of what changes have been made to the previous version. Because
it 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 version
of the standard as published by ASTM is to be considered the official document.
Designation:A1064/A1064M–09 Designation: A1064/A1064M – 10
Standard Specification for
Steel Wire and Welded Wire Reinforcement, Plain and
1
Deformed, for Concrete
This standard is issued under the fixed designation A1064/A1064M; the number immediately following the designation indicates the
year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last
reapproval. A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope*
1.1 This specification covers steel wire and welded wire reinforcement produced from hot-rolled rod to be used for the
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 or deformed wire, or a combination of plain and deformed wire.
Common wire sizes and dimensions are given inTable 1,Table 2,Table 3, andTable 4.Actual wire sizes are not restricted to those
shown in the tables.
NOTE 1—Welded wire for concrete reinforcement has historically been described by various terms: welded wire fabric, WWF, fabric, and mesh. The
wire reinforcement industry has adopted the term welded wire reinforcement (WWR) as being more representative of the applications of the products
being manufactured.Therefore, the term welded wire fabric has been replaced with the term welded wire reinforcement in this specification and in related
specifications.
1.2 Supplement S1 describes 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.
1.3 The values stated in either inch-pound or SI units are to be regarded separately as standard. Within the text the SI units are
shown in brackets (except in Table 2 and Table 4). The values 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 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 responsibility
of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
A370 Test Methods and Definitions for Mechanical Testing of Steel Products
A469/A469M Specification for Vacuum-Treated Steel Forgings for Generator Rotors
A641/A641M Specification for ZincCoated (Galvanized) Carbon Steel Wire
A700 Practices for Packaging, Marking, and Loading Methods for Steel Products for Shipment
E83 Practice for Verification and Classification of Extensometer Systems
3
2.2 U.S. Military Standard:
MIL-STD-129 Marking for Shipment and Storage
3
2.3 U.S. Military Standard:
Fed. Std. No. 123 Marking for Shipments (Civil Agencies)
4
2.4 American Concrete Institute (ACI) Standard:
ACI 318 Building Code Requirements for Structural Concrete
2.5 Adjuncts:
5
Weld Tester Drawing
1
This specification is under the jurisdiction ofASTM CommitteeA01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of SubcommitteeA01.05
on Steel Reinforcement.
Current edition approved Aug. 15, 2009. Published September 2009. DOI: 10.1520/A1064_A1064M-09.
Current edition approved Oct. 1, 2010. Published November 2010. Originally approved in 2009. Last previous edition approved in 2009 as A1064/A1064M-09. DOI:
10.1520/A1064_A1064M-10.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s 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 (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.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1
---------------------- Page: 1 ----------------------
A1064/A1064M – 10
A
TABLE 1 Dimensional Requirements for Plain Wire—Inch-Pound
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.