ASTM A1022/A1022M-15
(Specification)Standard Specification for Deformed and Plain Stainless Steel Wire and Welded Wire for Concrete Reinforcement
Standard Specification for Deformed and Plain Stainless Steel Wire and Welded Wire for Concrete Reinforcement
ABSTRACT
This specification covers stainless steel wire and welded wire reinforcements from hot-rolled stainless steel rod to be used as concrete reinforcement with corrosion resistant and magnetic permeability properties. The material shall be cold-worked, drawn or rolled, and plain or deformed. Materials shall adhere to deformation requirements. Tensile, yield, and weld shear strengths shall be measured. Bend tests shall also be performed. Dimensional requirements and permissible variations in width, length, weight, density, cross-sectional area, diameter, and average spacings of wires are specified. Guidelines for sampling, inspection, rejection, retest, certification, and packaging are given.
SCOPE
1.1 This specification covers stainless steel wire and welded wire reinforcement produced from hot-rolled stainless steel rod. The stainless steel wire is cold-worked, drawn or rolled, plain (non-deformed) or deformed or a combination of deformed and plain. It is used as concrete reinforcement for applications requiring resistance to corrosion or controlled magnetic permeability, or both. Common wire sizes and dimensions are found in this specification. Actual wire sizes are not restricted to those shown in the tables.
1.2 A supplementary requirement (S1) is provided and shall apply only when specified by the purchaser. In order to obtain a corrosion tested or controlled magnetic permeability product, steel conforming to Supplementary Requirement S1 should be ordered.
1.3 The chemical composition of the steel (stainless grade) shall be selected for suitability to the application involved by agreement between the manufacturer and the purchaser. Use Specification A276 for chemical requirements. The UNS designations are to be included with the type number and noted in brackets, that is, austenitic stainless steels as Type 304 [S30400], 304L [S30403], 316 [S31600], 316L [S31603], 316N [S31651], 316LN [S31653] and duplex stainless steels, Types 2205 [S32205] and 329 [S32900].
Note 1: Only austenitic and duplex stainless steels are usually recommended for use as reinforcement in concrete because of their high corrosion resistance. Austenitic stainless steels have good general corrosion resistance, strength characteristics which can be improved by cold working, good toughness and ductility properties at low temperatures, and low magnetic permeability. Duplex stainless steels have generally a corrosion resistance greater than that of most austenitic steels and are magnetic. Other stainless steels with different chemical compositions than the series and types mentioned above, may be used for less restrictive applications.
1.4 Wire for welded wire reinforcement is generally manufactured at 75 ksi [520 MPa] yield strength level. Other strength levels shall be by agreement between the purchaser and manufacturer.
Note 2: The term used to refer to yield strength levels are the same as those in ASTM Standards for welded wire reinforcement.
1.5 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
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:A1022/A1022M −15
StandardSpecification for
Deformed and Plain Stainless Steel Wire and Welded Wire
1
for Concrete Reinforcement
This standard is issued under the fixed designation A1022/A1022M; 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* 1.4 Wire for welded wire reinforcement is generally manu-
factured at 75 ksi [520 MPa] yield strength level. Other
1.1 Thisspecificationcoversstainlesssteelwireandwelded
strength levels shall be by agreement between the purchaser
wire reinforcement produced from hot-rolled stainless steel
and manufacturer.
rod. The stainless steel wire is cold-worked, drawn or rolled,
NOTE 2—The term used to refer to yield strength levels are the same as
plain (non-deformed) or deformed or a combination of de-
those in ASTM Standards for welded wire reinforcement.
formed and plain. It is used as concrete reinforcement for
1.5 The values stated in either inch-pound units or SI units
applications requiring resistance to corrosion or controlled
are to be regarded separately as standard. Within the text, the
magnetic permeability, or both. Common wire sizes and
SI units are shown in brackets. The values stated in each
dimensionsarefoundinthisspecification.Actualwiresizesare
system may not be exact equivalents; therefore, each system
not restricted to those shown in the tables.
shall be used independently of the other. Combining values
1.2 Asupplementary requirement (S1) is provided and shall
from the two systems may result in non-conformance with the
apply only when specified by the purchaser. In order to obtain
standard.
acorrosiontestedorcontrolledmagneticpermeabilityproduct,
steel conforming to Supplementary Requirement S1 should be 2. Referenced Documents
2
ordered.
2.1 ASTM Standards:
A276Specification for Stainless Steel Bars and Shapes
1.3 The chemical composition of the steel (stainless grade)
A342/A342MTest Methods for Permeability of Weakly
shall be selected for suitability to the application involved by
Magnetic Materials
agreement between the manufacturer and the purchaser. Use
A370Test Methods and Definitions for Mechanical Testing
Specification A276 for chemical requirements. The UNS
of Steel Products
designationsaretobeincludedwiththetypenumberandnoted
A700Guide for Packaging, Marking, and Loading Methods
in brackets, that is, austenitic stainless steels as Type 304
for Steel Products for Shipment
[S30400], 304L [S30403], 316 [S31600], 316L [S31603],
E83Practice for Verification and Classification of Exten-
316N [S31651], 316LN [S31653] and duplex stainless steels,
someter Systems
Types 2205 [S32205] and 329 [S32900].
3
2.2 Military Standards:
NOTE 1—Only austenitic and duplex stainless steels are usually
MIL-STD-129Marking for Shipment and Storage
recommended for use as reinforcement in concrete because of their high
3
2.3 Federal Standard:
corrosion resistance. Austenitic stainless steels have good general corro-
Fed.Std.No.123Marking for Shipments (Civil Agencies)
sion resistance, strength characteristics which can be improved by cold
4
working,goodtoughnessandductilitypropertiesatlowtemperatures,and
2.4 ACI Standard:
low magnetic permeability. Duplex stainless steels have generally a
ACI318Building Code Requirements for Structural Con-
corrosion resistance greater than that of most austenitic steels and are
crete
magnetic.Otherstainlesssteelswithdifferentchemicalcompositionsthan
the series and types mentioned above, may be used for less restrictive
applications.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
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
1
This specification is under the jurisdiction ofASTM Committee A01 on Steel, the ASTM website.
3
Stainless Steel and RelatedAlloys and is the direct responsibility of Subcommittee Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,
A01.05 on Steel Reinforcement. Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http://
Current edition approved June 1, 2015. Published June 2015. Originally www.dodssp.daps.mil.
4
approvedin2001.Lastpreviouseditionapprovedin2014asA1022/A1022M–14a. Available fromAmerican Concrete Institute (ACI), P.O. Box 9094, Farmington
DOI: 10.1520/A1022_A1022M-15. Hills, MI 48333-9094, http://www.aci-int.org.
*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 ---
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM 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: A1022/A1022M − 14a A1022/A1022M − 15
Standard Specification for
Deformed and Plain Stainless Steel Wire and Welded Wire
1
for Concrete Reinforcement
This standard is issued under the fixed designation A1022/A1022M; 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 stainless steel wire and welded wire reinforcement produced from hot-rolled stainless steel rod.
The stainless steel wire is cold-worked, drawn or rolled, plain (non-deformed) or deformed or a combination of deformed and
plain. It is used as concrete reinforcement for applications requiring resistance to corrosion or controlled magnetic permeability,
or both. Common wire sizes and dimensions are found in this specification. Actual wire sizes are not restricted to those shown in
the tables.
1.2 Supplement S1 describes high strength wire, which shall be furnished when specifically ordered. It shall be permissible to
furnish high strength wire in place of regular wire if mutually agreed to by the purchaser and supplier.A supplementary requirement
(S1) is provided and shall apply only when specified by the purchaser. In order to obtain a corrosion tested or controlled magnetic
permeability product, steel conforming to Supplementary Requirement S1 should be ordered.
1.2.1 A supplementary requirement (S2) of an optional nature is provided. It shall apply only when specified by the purchaser.
In order to obtain a corrosion tested or controlled magnetic permeability product, steel conforming to Supplementary Requirement
S2 should be ordered.
1.3 The chemical composition of the steel (stainless grade) shall be selected for suitability to the application involved by
agreement between the manufacturer and the purchaser. Use Specification A276 for chemical requirements. The UNS designations
are to be included with the type number and noted in brackets, that is, austenitic stainless steels as Type 304 [S30400], 304L
[S30403], 316 [S31600], 316L [S31603], 316N [S31651], 316LN [S31653] and duplex stainless steels, Types 2205 [S32205] and
329 [S32900].
NOTE 1—Only austenitic and duplex stainless steels are usually recommended for use as reinforcement in concrete because of their high corrosion
resistance. Austenitic stainless steels have good general corrosion resistance, strength characteristics which can be improved by cold working, good
toughness and ductility properties at low temperatures, and low magnetic permeability. Duplex stainless steels have generally a corrosion resistance
greater than that of most austenitic steels and are magnetic. Other stainless steels with different chemical compositions than the series and types mentioned
above, may be used for less restrictive applications.
1.4 Wire for welded wire reinforcement is generally manufactured at 75 ksi [520 MPa] yield strength level. Other strength levels
shall be by agreement between the purchaser and manufacturer.
NOTE 2—The term used to refer to yield strength levels are the same as those in ASTM Standards for welded wire reinforcement.
1.5 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units
are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used
independently of the other. Combining values from the two systems may result in non-conformance with the standard.
2. Referenced Documents
2
2.1 ASTM Standards:
A276 Specification for Stainless Steel Bars and Shapes
A342/A342M Test Methods for Permeability of Weakly Magnetic Materials
A370 Test Methods and Definitions for Mechanical Testing of Steel Products
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee A01.05
on Steel Reinforcement.
Current edition approved Oct. 1, 2014June 1, 2015. Published October 2014June 2015. Originally approved in 2001. Last previous edition approved in 2014 as
A1022/A1022M – 14.14a. DOI: 10.1520/A1022_A1022M-14A.10.1520/A1022_A1022M-15.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Sum
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.