1、Designation: A1060/A1060M 111Standard Specification forZinc-Coated (Galvanized) Steel Welded Wire Reinforcement,Plain and Deformed, for Concrete1This standard is issued under the fixed designation A1060/A1060M; the number immediately following the designation indicates theyear of original adoption o
2、r, 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.1NOTEThe table footnote in Table 1 was editorially added in April 2012.1. Scope*1.1 This s
3、pecification covers zinc-coated steel welded wirereinforcement, plain and deformed, or a combination of de-formed and plain wires, for reinforcement of concrete, in sizesnot less than 0.080 in. 2.03 mm and over nominal diameterfor plain wire and 0.113 in. 2.87 mm and over for deformedwire.1.2 This s
4、pecification is intended to be applicable to cold-worked wire, drawn or rolled, plain or deformed, coated in acontinuous process.1.3 An alternative to a continuous coating process of wirebefore fabrication is a hot-dip process, where the welded wirereinforcement is immersed in a bath of molten zinc.
5、NOTE 1Data on the corrosion resistance of galvanized steels inconcrete are limited. The user is cautioned that the laboratory testingperformed on this material has been insufficient and may not accuratelyreflect the performance of the material when embedded in concrete asreinforcement.1.4 The values
6、 stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformancewith the standard.1
7、.5 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Do
8、cuments2.1 ASTM Standards:2A82/A82M Specification for Steel Wire, Plain, for ConcreteReinforcementA90/A90M Test Method for Weight Mass of Coating onIron and Steel Articles with Zinc or Zinc-Alloy CoatingsA185/A185M Specification for Steel Welded Wire Rein-forcement, Plain, for ConcreteA496/A496M Spe
9、cification for Steel Wire, Deformed, forConcrete ReinforcementA497/A497M Specification for Steel Welded Wire Rein-forcement, Deformed, for ConcreteA700 Practices for Packaging, Marking, and Loading Meth-ods for Steel Products for ShipmentA780 Practice for Repair of Damaged and Uncoated Areasof Hot-D
10、ip Galvanized CoatingsA1064/A1064M Specification for Steel Wire and WeldedWire Reinforcement, Plain and Deformed, for ConcreteB6 Specification for ZincB487 Test Method for Measurement of Metal and OxideCoating Thickness by Microscopical Examination of CrossSectionE376 Practice for Measuring Coating
11、Thickness byMagnetic-Field or Eddy-Current (Electromagnetic) TestingMethods2.2 Military Standard:3MIL-STD-129 Marking for Shipment and Storage2.3 Federal Standard:3Fed. Std. No. 123 Marking for Shipments (Civil Agencies)3. Terminology3.1 Definitions of Terms Specific to This Standard:1This specifica
12、tion is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.05 on Steel Reinforcement.Current edition approved Oct. 1, 2011. Published October 2011. Originallyapproved in 2010. Last previous edition approved in
13、2010 as A1060/A1060M 10.DOI:10.1520/A1060_A1060M-11E01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Avail
14、able from U.S. Government Printing Office Superintendent of Documents,732 N. Capitol St., NW, Mail Stop: SDE, Washington, DC 20401, http:/www.access.gpo.gov.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Consh
15、ohocken, PA 19428-2959, United States.3.1.1 continuous coating, nof metallic coated steel prod-ucts, the process of uninterrupted passage of long lengths ofsteel products, usually steel sheet, tube, pipe, or wire, throughthe various processing steps such as cleaning and coating.4. Ordering Informati
16、on4.1 It shall be the responsibility of the purchaser to specifyall requirements that are necessary for material ordered to thisspecification. Such requirements may include but are notlimited to the following:4.1.1 Quantity (weight mass or square area),4.1.2 Name of material (galvanized welded wire
17、reinforce-ment),4.1.3 Wire spacing and sizes,4.1.4 Conforms to Specifications A185/A185M, A497/A497M,orA1064/A1064M.4.1.5 ASTM designation and year of issue,4.1.6 Minimum yield strength if Supplement S1 of Specifi-cations A82/A82M, A496/A496M,orA1064/A1064M applies,4.1.7 Length and width of sheets o
18、r rolls,4.1.8 Required zinc coating weight mass (coated beforefabrication) or zinc coating thickness (coated after fabrication),and4.1.9 Packaging (see Section 13).5. General Requirements5.1 The wire used in the manufacture of welded wirereinforcement shall conform to either Specifications A82/A82M,
19、 A496/A496M,orA1064/A1064M with optionalSupplement S1. After galvanizing, the welded wire shall meetthe required mechanical properties of either SpecificationsA82/A82M, A496/A496M,orA1064/A1064M, whichever isselected, except for the bend test requirements as prescribed inTable 2 of this specificatio
20、n.NOTE 2Specifications A82/A82M, A185/A185M, A496/A496M, andA497/A497M have been replaced by Specification A1064/A1064M.5.2 Welded wire reinforcement shall be furnished either inflat sheets, or in rolls, as specified by the purchaser.5.3 The zinc used for coating shall be any grade thatconforms to S
21、pecification B6.6. Galvanizing6.1 Mass Weight Thickness of Coating and Test:6.1.1 This specification includes six classes of coatingweight mass when the welded wire reinforcement is coatedbefore fabrication and four coating thickness grades when thewelded wire reinforcement is coated after fabricati
22、on. Theweight mass of zinc coating is based on the measureddiameter of the wire when the stripping method is performedand the nominal diameter for all other methods, and shallconform to the requirements shown in Table 1 or Table 3.Individual results not more than 10 % below the minimumvalues specifi
23、ed in Table 1 or Table 3 are allowed if the averageof at least two samples from the same coil are equal to orgreater than the minimum, individual results shall be not lessthan 1.08 oz/ft2330 g/m2.6.1.1.1 When the product is coated before fabrication in acontinuous coating process, coating weights ar
24、e given in Table1 for various zinc coating classes.NOTE 3Zinc coated wire produced as “regular coating” shall have thefull surface covered with zinc, but there is no specified minimum weightof coating.TABLE 1 Minimum Weight Mass of Zinc Coating, oz/ft2g/m2 Coated Before FabricationWire Diameterin. m
25、mAClass 1 Class 2 Class 3 or A Class B Class 5 Class C0.080 2.03 0.25 76 0.70 214 1.20 366 1.40 427 2.00 610 2.10 6410.099 2.50 0.28 85 0.70 214 1.20 366 1.60 488 2.00 610 2.40 7320.135 3.40 0.30 92 0.85 260 1.20 366 1.70 520 2.00 610 2.55 7780.148 3.80 0.35 107 0.90 275 1.20 366 1.80 550 2.00 610 2
26、.70 8240.162 4.10 0.35 107 0.90 275 1.20 366 1.80 550 2.00 610 2.70 8240.177 4.50 0.44 134 0.90 275 1.20 366 1.80 550 2.00 610 2.70 8240.192 4.90 0.50 153 1.00 305 1.20 366 2.00 610 2.00 610 3.00 9150.207 5.30 0.53 162 1.00 305 1.20 366 2.00 610 2.00 610 3.00 915and largerACoating weights mass for d
27、iameters other than those shown in Table 1 are the coating weights mass for the next smaller diameter.TABLE 2 Mandrel Diameters for Test for Adherence of ZincCoating Inch-Pound Units SI UnitsMandrel Diameters of Coating Classes and GradesWire DiameterRegular andClass 1Class 3 or A,4, B, 5, andCGrade
28、 50,60, 65, and80Under0.148 3.701DA3D 3D0.148 3.70to0.500 12.72D 4D 4Dover0.500 12.73D 5D 5DAD = nominal wire diameter being tested.TABLE 3 Coating Thickness GradeACoated After FabricationWire DiameterCoatingGradeMils oz/ft2m g/m2Under0.125 3.250 2.0 1.20 50 3550.125 3.2to under0.188 4.860 2.4 1.30
29、60 3900.188 4.8to under0.250 6.465 2.6 1.50 65 4600.250 6.4and larger80 3.1 1.90 80 565AThe values in micrometers (m) are based on the Coating Grade. The othervalues are based on conversions using the following formulas:mils=m3 0.03937; oz/ft2=m3 0.02316; g/m2=m3 7.067.A1060/A1060M 11126.1.1.2 When
30、the product is coated after fabrication in ahot-dip process, coating thickness are given in Table 3 forvarious zinc coating grades.NOTE 4At the purchasers request the galvanized coating may bechromate treated. This is to minimize a reaction between the reinforcingsteel and fresh portland cement past
31、e. Proprietary chromating solutions ofequivalent strength are permitted in place of the generic chemicaltreatment specified.6.1.2 Magnetic Thickness MeasurementsThe weightmass of the coating may be determined by magnetic thicknessgage measurements in accordance with Practice E376. Thethickness measu
32、rement is used to calculate the weight massby multiplying it by the surface area of coated wire and by thezinc density. Because this form of testing can yield inconsistentand potentially unreliable results on smaller sizes of wire, oneor more of the following methods shall be permitted to be usedto
33、referee and take precedence over the results obtained bymagnetic thickness measurements.6.1.2.1 Stripping MethodThe weight mass shall be de-termined by stripping the coating from the steel wire specimenin accordance with Section 8 and Test Method A90/A90M.6.1.2.2 Weighing Before and After Galvanizin
34、gTheweight mass shall be determined by weighing the samplebefore and after galvanizing. The difference between the twomeasurements divided by the surface area of the sampleprovides the weight mass. The original weighing shall occurafter pickling and drying. The second weighing shall occurafter cooli
35、ng to ambient temperature.6.1.2.3 MicroscopyThe weight mass shall be deter-mined by cross-sectional and optical measurement in accor-dance with Test Method B487. A cross-section sample of thesteel shall be polished and examined with an optical micro-scope to determine the coating thickness. The coat
36、ing weightmass shall be determined by multiplying coating thickness bythe surface area of the coated sample and by the density ofzinc.6.1.3 Number of TestsFor determination of the coatingweight mass, three random samples shall be tested from eachlot. For each magnetic thickness measurement sample, f
37、ive ormore measurements shall be made along the length and widthof the sample so as to represent the entire surface of thesample. A total of at least fifteen measurements shall beaveraged to obtain the coating thickness. For the microscopymethod, five samples shall be tested per lot. Each sample sha
38、llbe measured on four sides and the total of twenty measure-ments shall be averaged to obtain the coating thickness. For thestripping method and the weighing method, three samples perlot shall be measured.NOTE 5A lot shall be as follows: all wire of the same size furnishedto the same steel reinforci
39、ng specification that has been galvanized withina single production shift.6.2 Handling:6.2.1 The identification of all reinforcing steel shall bemaintained throughout the coating and fabrication process tothe point of shipment.7. Finish and Adherence of Coating7.1 The zinc coating shall have no bare
40、 spots. The coatingshall be free of blisters, flux spots or inclusions, dross, and acidor black spots. To ensure large continuous length coils, weldsare permitted in the finished wire. A matte gray finish appear-ance shall not be itself a cause for rejection.7.2 Adherence of CoatingThe coated wire a
41、s representedby the test specimens shall be capable of passing a bend testwithout cracking or flaking the coating to such an extent thatany coating is removed when rubbed with the bare fingers. Thebend test specimen shall withstand being bent at room tem-perature through 180 as prescribed in Table 2
42、.8. Number of Tests8.1 Testing for Coating Weight Mass BeforeFabricationFor the purpose of final product testing, onespecimen from every ten coils of wire or fraction thereof in alot shall be selected at random or a total of seven specimens,whichever is less.8.1.1 A wire sample of sufficient length,
43、 approximately 4-ft1.2-m shall be cut from either end of each coil selected fortests described in Section 6.8.2 Testing for Coating Thickness After FabricationThepurchaser may specify the sampling and test schedule for thenumber and frequency of tests for coating thickness.8.3 If the number and freq
44、uency of test are not specified bythe purchaser:8.3.1 One test specimen from every 20 000 ft21900 m2ofwelded wire reinforcement shall be tested for compliance withSection 6.8.4 RetestsIf the average zinc coating weight massthickness fails to meet the requirements of Table 1 or Table 3,six additional
45、 random samples from the lot shall be permittedto be tested. If the average zinc coating weight mass of the sixsamples conforms to the specified coating thickness, the lotshall be accepted.9. Inspection9.1 The inspector representing the purchaser shall haveaccess at all times, while work on the cont
46、ract of the purchaseris being performed, to those areas of the galvanizers plantwhich concern the manufacture of the material ordered. Thegalvanizer shall afford the inspector all reasonable facilities tosatisfy him that the coating is being furnished in accordancewith this specification.9.2 The mat
47、erial shall be inspected at the galvanizers plantprior to shipment. However, if specified, the purchaser shallconduct the test which govern the acceptance or rejection of thematerials in his own laboratory or elsewhere.9.3 For Government Procurement OnlyExcept as other-wise specified in the contract
48、, the contractor is responsible forthe performance of all inspection and test requirements speci-fied herein. Except as otherwise specified in the contract, thecontractor shall have the option to use his own or any othersuitable facilities for the performance of the inspection and testrequirements s
49、pecified herein, unless disapproved by the pur-chaser at the time of purchase. The purchaser shall have theright to perform any of the inspections and tests at the sameA1060/A1060M 1113frequency as set forth in this specification where such inspec-tions are deemed necessary to assure that material conforms toprescribed requirements.10. Rejection and
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