ASTM A1060 A1060M-2011 Standard Specification for Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement Plain and Deformed for Concrete《混凝土用普通和变形镀锌(电镀)焊接钢丝增强的标准规格》.pdf

《ASTM A1060 A1060M-2011 Standard Specification for Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement Plain and Deformed for Concrete《混凝土用普通和变形镀锌(电镀)焊接钢丝增强的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM A1060 A1060M-2011 Standard Specification for Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement Plain and Deformed for Concrete《混凝土用普通和变形镀锌(电镀)焊接钢丝增强的标准规格》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A1060/A1060M 11Standard 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 or

2、, 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 zinc-coated steel welded wirereinforcement, plain an

3、d 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 specification is intended to be applicable to cold-worked wire, drawn or

4、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.NOTE 1Data on the corrosion resistance of galvanized steels inconcrete a

5、re 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 stated in either SI units or inch-pound unitsare to be regarded separat

6、ely 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.1.5 This standard does not purport to address all of thesafety concerns,

7、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 Documents2.1 ASTM Standards:2A82/A82M Specification for Steel Wire, Plain,

8、 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 Specification for Steel Wire, Deformed, forConcrete ReinforcementA497/A497M

9、 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-Dip Galvanized CoatingsA1064/A1064M Specification for Steel Wire and Weld

10、edWire 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 Thickness byMagnetic-Field or Eddy-Current (Electromagnetic) TestingMeth

11、ods2.2 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:3.1.1 continuous coating, nof metallic coated steel prod-ucts, the process of uninterru

12、pted passage of long lengths ofsteel products, usually steel sheet, tube, pipe, or wire, throughthe various processing steps such as cleaning and coating.4. Ordering Information4.1 It shall be the responsibility of the purchaser to specifyall requirements that are necessary for material ordered to t

13、his1This specification 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 ed

14、ition approved in 2010 as A1060/A1060M 10.DOI:10.1520/A1060_A1060M-11.2For 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

15、 website.3Available 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 C

16、700, West Conshohocken, PA 19428-2959, United States.specification. 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 reinforce-ment),4.1.3 Wire spacing and sizes,4.1.4 Conforms to Specificatio

17、ns 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 or rolls,4.1.8 Required zinc coating weight mass (coated beforefabrication)

18、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, A496/A496M,orA1064/A1064M with optionalSupplement S1. After galvanizing, t

19、he 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 1 of this specification.NOTE 2Specifications A82/A82M, A185/A185M, A496/A496M, andA497/A497M have

20、 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 Specification B6.6. Galvanizing6.1 Mass Weight Thickness of Coating and Test

21、: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 fabrication. Theweight mass of zinc coating is based on the measureddiameter of the

22、wire when the stripping method is performedand the nominal diameter for all other methods, and shallconform to the requirements shown in Table 2 or Table 3.Individual results not more than 10 % below the minimumvalues specified in Table 2 or Table 3 are allowed if the averageof at least two samples

23、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 are given in Table2 for various zinc coating classes.NOTE 3Zinc coated wire p

24、roduced as “regular coating” shall have thefull surface covered with zinc, but there is no specified minimum weightof coating.6.1.1.2 When 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 reques

25、t the galvanized coating may bechromate treated. This is to minimize a reaction between the reinforcingsteel and fresh portland cement paste. Proprietary chromating solutions ofequivalent strength are permitted in place of the generic chemicaltreatment specified.6.1.2 Magnetic Thickness Measurements

26、The weightmass of the coating may be determined by magnetic thicknessgage measurements in accordance with Practice E376. Thethickness measurement 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 in

27、consistentand potentially unreliable results on smaller sizes of wire, oneor more of the following methods shall be permitted to be usedto 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

28、 the coating from the steel wire specimenin accordance with Section 8 and Test Method A90/A90M.6.1.2.2 Weighing Before and After GalvanizingTheweight mass shall be determined by weighing the samplebefore and after galvanizing. The difference between the twomeasurements divided by the surface area of

29、 the sampleprovides the weight mass. The original weighing shall occurafter pickling and drying. The second weighing shall occurafter cooling 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.

30、 A cross-section sample of thesteel shall be polished and examined with an optical micro-scope to determine the coating thickness. The coating 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 de

31、termination of the coatingweight mass, three random samples shall be tested from eachlot. For each magnetic thickness measurement sample, five 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 mea

32、surements shall beaveraged to obtain the coating thickness. For the microscopymethod, five samples shall be tested per lot. Each sample shallbe 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 met

33、hod, three samples perlot shall be measured.TABLE 1 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 50,60, 65, and80Under0.148 3.701DA3D 3D0.148 3.70to0.500

34、12.72D 4D 4Dover0.500 12.73D 5D 5DAD = nominal wire diameter being tested.A1060/A1060M 112NOTE 5A lot shall be as follows: all wire of the same size furnishedto the same steel reinforcing specification that has been galvanized withina single production shift.6.2 Handling:6.2.1 The identification of

35、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 spots. The coatingshall be free of blisters, flux spots or inclusions, dross, and acidor black spots. To ensure la

36、rge 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 as representedby the test specimens shall be capable of passing a bend testwithout cracking or flaking the coating t

37、o 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 1.8. Number of Tests8.1 Testing for Coating Weight Mass BeforeFabricationFor the purpose of final product testing, o

38、nespecimen 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, approximately 4-ft1.2-m shall be cut from either end of each coil selected fortests described in Section 6.8.2 Tes

39、ting 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 frequency of test are not specified bythe purchaser:8.3.1 One test specimen from every 20 000 ft21900 m2ofwelded wire r

40、einforcement shall be tested for compliance withSection 6.8.4 RetestsIf the average zinc coating weight massthickness fails to meet the requirements of Table 2 or Table 3,six additional random samples from the lot shall be permittedto be tested. If the average zinc coating weight mass of the sixsamp

41、les 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 contract of the purchaseris being performed, to those areas of the galvanizers plantwhich concern the manufacture of th

42、e 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 material shall be inspected at the galvanizers plantprior to shipment. However, if specified, the purchaser shallcondu

43、ct 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, the contractor is responsible forthe performance of all inspection and test requirements speci-fied herein. Excep

44、t 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 specified herein, unless disapproved by the pur-chaser at the time of purchase. The purchaser shall have theright to

45、 perform any of the inspections and tests at the samefrequency as set forth in this specification where such inspec-tions are deemed necessary to assure that material conforms toprescribed requirements.10. Rejection and Rehearing10.1 Unless otherwise specified, any rejection shall bereported to the

46、manufacturer within five days from the time ofselection of test specimens.10.2 Welded intersections shall withstand normal shippingand handling without becoming broken, but the presence ofbroken welds, regardless of cause, shall not constitute cause forTABLE 2 Minimum Weight Mass of Zinc Coating, oz

47、/ft2g/m2 Coated Before FabricationWire Diameterin. mm1Class 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

48、 3.80 0.35 107 0.90 275 1.20 366 1.80 550 2.00 610 2.70 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.

49、00 610 3.00 915and largerTABLE 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 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 bas