ASTM A1060 A1060M-2010 Standard Specification for Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement Plain and Deformed for Concrete《混凝土用加固、普通和变形镀锌钢制焊丝标准规范》.pdf

《ASTM A1060 A1060M-2010 Standard Specification for Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement Plain and Deformed for Concrete《混凝土用加固、普通和变形镀锌钢制焊丝标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM A1060 A1060M-2010 Standard Specification for Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement Plain and Deformed for Concrete《混凝土用加固、普通和变形镀锌钢制焊丝标准规范》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A1060/A1060M 10Standard 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. Scope1.1 This specification covers zinc-coated steel welded wirereinforcement, plain and

3、 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 r

4、olled, 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 ar

5、e 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 inch-pound or SI units are tobe regarded as standard. W

6、ithin the text, the SI units are shownin brackets. The values stated in each system are not exactequivalents; therefore, each system must be used indepen-dently of the other. Combining values may result in noncon-formance with the specification.1.5 This standard does not purport to address all of th

7、esafety 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 Documents2.1 ASTM Standards:2A82/A82M Specification for

8、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 Specification for Steel Wire, Deformed, forConcrete Reinf

9、orcementA497/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-Dip Galvanized CoatingsB6 Specification for ZincB487 Te

10、st Method for Measurement of Metal and OxideCoating Thickness by Microscopical Examination of CrossSectionE376 Practice for Measuring Coating Thickness byMagnetic-Field or Eddy-Current (Electromagnetic) Exami-nation Methods2.2 Military Standard:3MIL-STD-129 Marking for Shipment and Storage2.3 Federa

11、l Standard:3Fed. Std. No. 123 Marking for Shipments (Civil Agencies)3. Terminology3.1 Definitions of Terms Specific to This Standard:3.2 continuous coating, nof metallic coated steel prod-ucts, the process of uninterrupted passage of long lengths ofsteel products, usually steel sheet, tube, pipe, or

12、 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 thisspecification. Such requirements may include but are notlimited to the followin

13、g:4.1.1 Quantity (weight mass or square area),4.1.2 Name of material (galvanized welded wire reinforce-ment),1This 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.C

14、urrent edition approved May 15, 2010. Published August 2010. DOI:10.1520/A1060_A1060M-10.2For 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 Summ

15、ary page onthe ASTM 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.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United S

16、tates.4.1.3 Wire spacing and sizes,4.1.4 Conforms to Specification A185/A185M or Specifica-tion A497/A497M.4.1.5 ASTM designation and year of issue,4.1.6 Minimum yield strength if Supplement S1 of Specifi-cation A82/A82M or Specification A496/A496M applies,4.1.7 Length and width of sheets or rolls,4

17、.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 Specification A82/A82Mwith option

18、al Supplement S1 or Specification A496/A496Mwith optional Supplement S1. After galvanizing, the weldedwire shall meet the required mechanical properties of eitherSpecifications A82/A82M or A496/A496M, which ever isselected, except for the bend test requirements as prescribed inTable 1 of this specif

19、ication.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:6.1.1 This specification includes si

20、x 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 wire when the stripping method is per

21、formedand 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 from the same coil are equal to orgre

22、ater 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 2Zinc coated wire produced as “regular coating” shall ha

23、ve 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 3At the purchasers request the galvanized coating may bechroma

24、te 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 MeasurementsThe weightmass of the coating may be

25、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 inconsistentand potentially unreliable

26、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 the coating from the steel wire spec

27、imenin 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 the sampleprovides the weight mass.

28、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. A cross-section sample of thesteel s

29、hall 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 determination of the coatingweight mass

30、, 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 measurements shall beaveraged to obtain

31、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 method, three samples perlot shall be me

32、asured.NOTE 4A 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 all reinforcing steel shall bemaintained throughout the coating and fabrication pro

33、cess tothe point of shipment.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 12.72D 4D 4Dove

34、r0.500 12.73D 5D 5DAD = nominal wire diameter being tested.A1060/A1060M 1027. 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 large continuous length coils, weldsare

35、 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 to such an extent thatany coating is r

36、emoved 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, onespecimen from every ten coils of wi

37、re 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 Testing for Coating Thickness After Fabr

38、icationThepurchaser 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 reinforcement shall be tested for comp

39、liance 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 sixsamples conforms to the specified coating

40、 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 the material ordered. Thegalvanizer sha

41、ll 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 shallconduct the test which govern the acceptan

42、ce 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. Except as otherwise specified in the contr

43、act, 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 perform any of the inspections and t

44、ests 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 manufacturer within five days from th

45、e 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 forrejection unless the number of broken welds per sheet exceeds1 % of the total number

46、 of joints in a sheet, or if the materialis furnished in rolls, 1 % of the total number of joints in 150 ft214 m2 of welded wire reinforcement and, furthermore, pro-vided not more than one half the permissible maximum numberof broken welds are located on any one wire.10.3 RehearingRejected materials

47、 shall be preserved for aperiod of at least two weeks from the date of inspection, duringwhich time the manufacturer shall be permitted to make claimfor a rehearing and retesting.TABLE 2 Minimum Weight Mass of Zinc Coating, oz/ft2g/m2 Coated Before FabricationWire Diameterin. mm1Class 1 Class 2 Clas

48、s 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 2.70 8240.162 4.10 0.35

49、 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 largerTABLE 3 Coating Thickness GradeACoated After FabricationWire DiameterCoatingGradeMils oz/ft2m g/m2Under0.125 3.250 2.0 1.20 50 3550.125 3