ASTM A1022 A1022M-2014a Standard Specification for Deformed and Plain Stainless Steel Wire and Welded Wire for Concrete Reinforcement《用于混凝土加固的变形和未变形的不锈钢钢筋和焊接钢筋的标准规格》.pdf

《ASTM A1022 A1022M-2014a Standard Specification for Deformed and Plain Stainless Steel Wire and Welded Wire for Concrete Reinforcement《用于混凝土加固的变形和未变形的不锈钢钢筋和焊接钢筋的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM A1022 A1022M-2014a Standard Specification for Deformed and Plain Stainless Steel Wire and Welded Wire for Concrete Reinforcement《用于混凝土加固的变形和未变形的不锈钢钢筋和焊接钢筋的标准规格》.pdf（12页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A1022/A1022M 14A1022/A1022M 14aStandard Specification forDeformed and Plain Stainless Steel Wire and Welded Wirefor Concrete Reinforcement1This standard is issued under the fixed designation A1022/A1022M; the number immediately following the designation indicates theyear of original ado

2、ption 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 stainless steel wire and welded wire reinfor

3、cement 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 andplain. It is used as concrete reinforcement for applications requiring resistance to corrosion or controlled magnetic permeab

4、ility,or both. Common wire sizes and dimensions are found in this specification. Actual wire sizes are not restricted to those shown inthe tables.1.2 Supplement S1 describes high strength wire, which shall be furnished when specifically ordered. It shall be permissible tofurnish high strength wire i

5、n place of regular wire if mutually agreed to by the purchaser and supplier.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 conformin

6、g to Supplementary RequirementS2 should be ordered.1.3 The chemical composition of the steel (stainless grade) shall be selected for suitability to the application involved byagreement between the manufacturer and the purchaser. Use Specification A276 for chemical requirements. The UNS designationsa

7、re to be included with the type number and noted in brackets, that is, austenitic stainless steels as Type 304 S30400, 304LS30403, 316 S31600, 316L S31603, 316N S31651, 316LN S31653 and duplex stainless steels, Types 2205 S32205 and329 S32900.NOTE 1Only austenitic and duplex stainless steels are usu

8、ally recommended for use as reinforcement in concrete because of their high corrosionresistance. Austenitic stainless steels have good general corrosion resistance, strength characteristics which can be improved by cold working, goodtoughness and ductility properties at low temperatures, and low mag

9、netic permeability. Duplex stainless steels have generally a corrosion resistancegreater than that of most austenitic steels and are magnetic. Other stainless steels with different chemical compositions than the series and types mentionedabove, may be used for less restrictive applications.1.4 Wire

10、for welded wire reinforcement is generally manufactured at 75 ksi 520 MPa yield strength level. Other strength levelsshall be by agreement between the purchaser and manufacturer.NOTE 2The term used to refer to yield strength levels are the same as those in ASTM Standards for welded wire reinforcemen

11、t.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 unitsare shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be usedindependently of the other. Combining value

12、s from the two systems may result in non-conformance with the standard.2. Referenced Documents2.1 ASTM Standards:2A276 Specification for Stainless Steel Bars and ShapesA342/A342M Test Methods for Permeability of Weakly Magnetic MaterialsA370 Test Methods and Definitions for Mechanical Testing of Ste

13、el ProductsA700 Practices for Packaging, Marking, and Loading Methods for Steel Products for Shipment (Withdrawn 2014)3E83 Practice for Verification and Classification of Extensometer Systems1 This specification is under the jurisdiction ofASTM Committee A01 on Steel, Stainless Steel and RelatedAllo

14、ys and is the direct responsibility of Subcommittee A01.05on Steel Reinforcement.Current edition approved June 1, 2014Oct. 1, 2014. Published June 2014October 2014. Originally approved in 2001. Last previous edition approved in 20132014 asA1022/A1022M 13.14. DOI: 10.1520/A1022_A1022M-14.10.1520/A102

15、2_A1022M-14A.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.3 The last approved version of this historical s

16、tandard is referenced on www.astm.org.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. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM r

17、ecommends that users consult prior editions as appropriate. In all cases only the 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

18、 C700, West Conshohocken, PA 19428-2959. United States12.2 Military Standards:4MIL-STD-129 Marking for Shipment and Storage2.3 Federal Standard:4Fed. Std. No. 123 Marking for Shipments (Civil Agencies)2.4 ACI Standard:5ACI 318 Building Code Requirements for Structural Concrete2.5 Adjuncts:Weld Teste

19、r Drawing 63. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 stainless steel plain wire and welded plain wire reinforcementas used within the scope and intent of this specification,designates a material composed of cold-worked stainless steel wire, as cold-drawn or cold-rolled f

20、rom stainless steel hot-rolled rod.3.1.1.1 DiscussionThe welded intersections provide the bond strength for shear resistance.3.1.2 stainless steel deformed wire and welded deformed wire reinforcementas used within the scope and intent of thisspecification, designates a material composed of cold- wor

21、ked deformed stainless steel wire as cold-drawn or cold-rolled fromstainless steel hot-rolled rod.3.1.2.1 DiscussionDeformations shall be permitted to be indented or raised rib (protrusion) types. As with plain stainless steel welded wire, thewelded intersections provide bond strength for shear resi

22、stance and the deformations add to the bond strength.3.1.3 convoluted wirewhen wire for welded wire reinforcement is formed into a sinusoidal wave shape, it is commonlyreferred to as convoluted wire.3.1.3.1 DiscussionThe wire is used in the manufacture of cages for certain applications of concrete p

23、ipe reinforcement. Only plain wire is normallysubject to convolution.4. Ordering Information4.1 It shall be the responsibility of the purchaser to specify all requirements that are necessary for material ordered to thisspecification. Such requirement shall include but are not limited to the followin

24、g:4.1.1 Quantityweight mass or square area.4.1.2 Name of material (for example, stainless steel welded wire for concrete reinforcement).4.1.3 Wire spacing and wire sizes.4.1.4 Exclusion of over-steeling or using a larger area of steel than specified.4.1.5 Length and width of sheets or rolls.4.1.6 AS

25、TM designation and year of issue.4.1.7 Application (corrosion resistance or magnetic permeability).4.1.8 Grade (strength level).4.1.9 Chemical composition (stainless steel grade).4.1.10 Heat treatment condition.4.1.11 Supplementary requirements (if desired).NOTE 3A typical ordering description is as

26、 follows: For in-lbs units: (100 000 square feet of welded wire for concrete reinforcement, 12 12 W10 W10 in flat sheets 96-in. wide by 15-ft long) in secured bundles for crane or forklift truck lifts. For metric units: 10 000 square metres of welded wirefor concrete reinforcement, 305 305 MW65 MW65

27、, in flat sheets 2438-mm wide by 4.6-mm long in secured bundles for crane or forklift trucklifts. Testing shall be in accordance with Test Methods A370.NOTE 4Longitudinal wires can be variably spaced. (For example, V 12 D10 D10 or V 305 MD65 MD65). See the Tables 1 and 2 forwire sizes.4 Available fr

28、om Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/www.dodssp.daps.mil.5 Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, http:/www.aci-int.org.6 Available from ASTM International

29、Headquarters. Order Adjunct No. ADJA0185. Original adjunct produced in 1967.A1022/A1022M 14a25. Materials5.1 Stainless steel wire for welded wire reinforcement shall be cold worked, either drawn or rolled from steel rod, which isrolled from properly identified heats of mold or strand cast steel.TABL

30、E 1 Dimensional Requirements for Plain WireSI UnitsSizeNumberANominal Diameter,mmNominal Area,mm2MW 5 2.50 5MW 10 3.60 10MW 15 4.40 15MW 20 5.00 20MW 25 5.60 25MW 30 6.20 30MW 35 6.70 35MW 40 7.10 40MW 45 7.60 45MW 50 8.00 50MW 55 8.40 55MW 60 8.70 60MW 65 9.10 65MW 70 9.40 70MW 80 10.10 80MW 90 10.

31、70 90MW 100 11.30 100MW 120 12.40 120MW 130 12.90 130MW 200 15.95 200MW 290 19.22 290A This table represents a hard metrication of the most readily available sizes in thewelded wire reinforcement industry. Table 1 shall be used in projects that aredesigned using SI units: Table 2 shall be used on pr

32、ojects designed usinginch-pound units.Areas of wire shall be checked with the most efficient and readilyavailable material from producers. Other wire sizes are available and manymanufacturers can produce them in 1-mm2 increments.TABLE 2 Dimensional Requirements for Plain WireInch-poundUnitsSizeNumbe

33、rANominal Diameter,in.Nominal Area,in2W 0.5 0.080 0.005W 1.2 0.124 0.012W 1.4 0.134 0.014W 2 0.160 0.020W 2.5 0.178 0.025W 2.9 0.192 0.029W 3.5 0.211 0.035W 4 0.226 0.040W 4.5 0.239 0.045W 5 0.252 0.050W 5.5 0.265 0.055W 6 0.276 0.060W 8 0.319 0.080W 10 0.357 0.100W 11 0.374 0.110W 12 0.391 0.120W 1

34、4 0.422 0.140W 16 0.451 0.160W 18 0.479 0.180W 20 0.505 0.200W 22 0.529 0.220W 24 0.533 0.240W 26 0.575 0.260W 28 0.597 0.280W 30 0.618 0.300W 31 0.628 0.310W 45 0.757 0.450A This table represents the most readily available sizes in the welded wirereinforcement industry in sizes using inch-pound uni

35、ts. Areas of wire shall bechecked with the most efficient and readily available material from producers.Other wire sizes are available and many manufacturers can produce them in0.0015-in.2 increments.A1022/A1022M 14a35.2 Cold worked wire or rod used in the manufacture of stainless steel welded reinf

36、orcement shall follow the chemical andphysical requirements of Specification A276.6. Manufacture6.1 The wire or rod shall be assembled by automatic machines or by other suitable mechanical means which will assure accuratespacing and alignment of all wires of the finished welded wire reinforcement. T

37、he finished welded wire reinforcement shall befurnished in flat or bent sheets or in rolls as specified by the purchaser.6.2 Longitudinal and transverse wires shall be securely connected at every intersection by a process of electrical-resistancewelding which employs the principle of fusion combined

38、 with pressure.6.3 Wire of proper grade and quality when fabricated in the manner herein required shall result in a strong, serviceable producthaving substantially square or rectangular openings. It shall be fabricated and finished in a quality manner and conform to thisspecification.6.4 General Req

39、uirements for Plain Wire:6.4.1 Plain Wire Criteria:6.4.1.1 When plain wire is ordered by size number, the relation between size number, diameter, and area shown in Tables 1 and2 shall apply.6.4.2 Testing:6.4.2.1 Specimens for mechanical properties testing shall be full wire sections and shall be obt

40、ained from ends of wire coils asdrawn. The specimens shall be of sufficient length to perform testing described in Test Methods A370.6.4.2.2 Measurements for conformance to dimensional characteristics shall be made on full sheets or rolls.6.4.2.3 If any test specimen exhibits obvious isolated imperf

41、ections not representative of the product, it shall be discarded andanother specimen substituted.6.4.2.4 Reduction of AreaShall be determined as described in Test Methods and Definitions A370. The wire shall conform tothe reduction of area requirements in Tables 5 and 6.6.4.2.5 One tension and one b

42、end test shall be made from each 10 tons 9000 kg or less of each size of wire or fraction thereof.6.5 General Requirements for Deformed Wire:6.5.1 Deformation Criteria:6.5.1.1 Deformations shall be spaced along the wire at a substantially uniform distance and shall be symmetrically disposedaround th

43、e perimeter. The deformations on all longitudinal lines of the wire shall be similar in size and shape.Aminimum of 25 %of the total surface area shall be deformed by measurable deformations.6.5.1.2 Deformed wire shall have two or more lines of deformations.6.5.1.3 The average longitudinal spacing of

44、 deformations shall be not less than 3.5 nor more than 5.5 deformations per 1 in.25 mm in each line of deformations on the wire.6.5.1.4 The minimum average height of the center of typical deformations based on the nominal wire diameters shown in Tables7 and 8 shall be as follows:Wire Sizes Minimum A

45、verage Height of Deformations,Percent of Nominal Wire DiameterD3 MD 19 and smaller 4Larger than D3 MD 19throughD10 MD 65412Larger than D10 MD 65 56.5.1.5 The deformations shall be placed with respect to the axis of the wire so that the included angle is not less than 45; orif deformations are curvil

46、inear, the angle formed by the transverse axis of the deformation and the wire axis shall be not less than45. Where the line of deformations forms an included angle with the axis of the wire from 45 to 70 inclusive, the deformationsshall alternately reverse in direction on each side, or those on one

47、 side shall be reversed in direction from those on the oppositeside. Where the included angle is over 70, a reversal in direction is not required.6.5.1.6 The average spacing of deformations shall be determined by dividing a measured length of the wire specimen by thenumber of individual deformations

48、 in any one row of deformations on any side of the wire specimens. A measured length of theTABLE 3 Bend Test RequirementsPlain WireSize Number OfWire Bend TestW7 MW 45 andsmallerBend around a pin the diameter that is equal tothe diameter of the specimenLarger than W7MW 45Bend around a pin the diamet

49、er that is equal totwice the diameter (2d) of the specimenA1022/A1022M 14a4wire specimen shall be considered the distance from a point on a deformation to a corresponding point on any other deformationin the same line of deformations on the wire.6.5.1.7 The minimum average height of deformations shall be determined from measurements made on not less than two typicaldeformations from each line of deformations on the wire. Measurements shall be made at the center of indentations or raised ribs.6.5.