ASTM A792 A792M-2010 Standard Specification for Steel Sheet 55 % Aluminum-Zinc Alloy-Coated by the Hot-Dip Process《热浸处理用55%铝锌合金涂覆的薄钢板的标准规格》.pdf

《ASTM A792 A792M-2010 Standard Specification for Steel Sheet 55 % Aluminum-Zinc Alloy-Coated by the Hot-Dip Process《热浸处理用55%铝锌合金涂覆的薄钢板的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM A792 A792M-2010 Standard Specification for Steel Sheet 55 % Aluminum-Zinc Alloy-Coated by the Hot-Dip Process《热浸处理用55%铝锌合金涂覆的薄钢板的标准规格》.pdf（6页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A792/A792M 10Standard Specification forSteel Sheet, 55 % Aluminum-Zinc Alloy-Coated by the Hot-Dip Process1This standard is issued under the fixed designation A792/A792M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision,

2、 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.This standard has been approved for use by agencies of the Department of Defense.1. Scope*1.1 This specification cove

3、rs 55 % aluminum-zinc alloy-coated steel sheet in coils and cut lengths.1.2 This product is intended for applications requiringcorrosion resistance or heat resistance, or both.1.3 The product is produced in a number of designations,types, and grades which are designed to be compatible withdiffering

4、application requirements.1.4 Product furnished under this specification shall conformto the applicable requirements of the latest issue of Specifica-tion A924/A924M, unless otherwise provided herein.1.5 The text of this specification references notes andfootnotes that provide explanatory material. T

5、hese notes andfootnotes, excluding those in tables and figures, shall not beconsidered as requirements of this specification.1.6 This specification is applicable to orders in eitherinch-pound units (as A792) or SI units (as A792M). Values ininch-pound and SI units are not necessarily equivalent. Wit

6、hinthe text, SI units are shown in brackets. Each system shall beused independent of the other.1.7 Unless the order specifies the “M” designation (SIunits), the product shall be furnished to inch-pound units.1.8 This standard does not purport to address all of thesafety concerns, if any, associated

7、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:2A90/A90M Test Method for Weight Mass of Coating onIron and Steel

8、 Articles with Zinc or Zinc-Alloy CoatingsA568/A568M Specification for Steel, Sheet, Carbon, Struc-tural, and High-Strength, Low-Alloy, Hot-Rolled andCold-Rolled, General Requirements forA902 Terminology Relating to Metallic Coated Steel Prod-uctsA924/A924M Specification for General Requirements for

9、Steel Sheet, Metallic-Coated by the Hot-Dip ProcessE517 Test Method for Plastic Strain Ratio r for Sheet MetalE646 Test Method for Tensile Strain-Hardening Exponents(n -Values) of Metallic Sheet Materials3. Terminology3.1 DefinitionsSee Terminology A902 for definitions ofgeneral terminology relating

10、 to metallic-coated hot-dip prod-ucts.3.2 Definitions of Terms Specific to This Standard:3.2.1 high temperature steela product intended for use inelevated temperature applications.3.2.2 regular spanglethe unaltered 55 % aluminum-zinc(Al-Zn) crystal structure that occurs during normal solidifica-tion

11、 of a hot-dip coated steel sheet.4. Classification4.1 The material is available in several designations, asfollows:4.1.1 Commercial SteelCS Types A, B, and C,4.1.2 Drawing SteelDS,4.1.3 Forming SteelFS,4.1.4 High Temperature SteelHTS, and4.1.5 Structural SteelSS.4.2 Structural steel is available in

12、several grades based onmechanical properties. Structural Steel Grade 50 340 isavailable in three classes based on tensile strength. StructuralSteel Grade 80 550 is available in two classes, based onchemistry.1This specification is under the jurisdiction of ASTM Committee A05 onMetallic-Coated Iron a

13、nd Steel Products and is the direct responsibility ofSubcommittee A05.11 on Sheet Specifications.Current edition approved Nov. 1, 2010. Published January 2011. Originallyapproved in 1983. Last previous edition approved in 2009 as A792/A792M 09A.DOI: 10.1520/A0792_A0792M-10.2For referenced ASTM stand

14、ards, 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.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM Inter

15、national, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.4.3 The product is available in several coating weightsmasses with the coating designation in accordance with Table1.5. Ordering Information5.1 55 % aluminum-zinc alloy-coated steel sheet in coilsand cut le

16、ngths is produced to thickness requirements ex-pressed to 0.001 in. 0.01 mm. The thickness of the sheetincludes the base metal and the coating.5.2 Orders for product to this specification shall include thefollowing information, as necessary, to adequately describe thedesired product.5.2.1 Name of pr

17、oduct (steel sheet, 55 % aluminum-zincalloy coated),5.2.2 Designation of sheet steel CS (Type A, B, or C), FS,DS, HTS, or SS.5.2.2.1 When a CS type is not specified, Type B will befurnished.5.2.3 Strength grade as required for Structural Steel,5.2.3.1 When a SS grade 80 class is not specified class

18、1will be furnished,5.2.4 ASTM designation number and year of issue, such asA792 for inch-pound units or A792M for SIunits,5.2.5 Coating designation,5.2.6 Chemically treated or not chemically treated,5.2.7 Oiled or not oiled,5.2.8 Dimensions (show thickness, minimum or nominal,width, flatness require

19、ments (if appropriate), and length (if cutlengths).5.2.9 Coil size requirements (specify maximum outsidediameter (OD), acceptable inside diameter (ID), and maximumweight mass),5.2.10 Packaging,5.2.11 Certification, if required, and heat analysis and me-chanical property report,5.2.12 Application (sh

20、ow part identification and descrip-tion), and5.2.13 Special requirements (if any).5.2.13.1 If required, the product may be ordered to aspecified base metal thickness. See Supplementary Require-ment S1.NOTE 1Typical ordering descriptions are as follows:Steel sheet, 55 % aluminum-zinc alloy-coated, Fo

21、rming Steel (FS),ASTM A792 , coating designation AZ55, chemical treatment, nooil, minimum 0.035 by 36 in. by coil, 48-in. maximum OD, 24-in. ID,10 000-lb maximum, for muffler wrappers.Steel sheet, 55 % aluminum-zinc alloy-coated, Commercial Steel (CSType A), ASTM A792M , coating designation AZM150,

22、chemicaltreatment, no oil, minimum 0.90 by 900 mm by coil, 1200-mm maximumOD, 600-mm ID, 4500-kg maximum, for building panels.5.2.13.2 When the purchaser requires thickness tolerancesfor38-in. 10-mm minimum edge distance (see Supplemen-tary Requirement in Specification A924/A924M), this require-ment

23、 shall be specified in the purchase order or contract.6. Chemical Composition6.1 Base Metal:6.1.1 The heat analysis of the base metal shall conform tothe requirements of Table 2 for CS (Types A, B, and C), FS,DS, HTS, Table 3 for SS.6.1.2 Include each of the elements listed in Tables 2 and 3 inthe r

24、eport of heat analysis. When the amount of copper, nickel,chromium, or molybdenum is less than 0.02 %, report theanalysis either as 0.02 % or the actual determined value.When the amount of vanadium, titanium, or columbium is lessthan 0.008 %, report the analysis either as 0.008 % or theactual determ

25、ined value. When the amount of boron is less than0.0005 %, report as 0.0005 % or the actual determined value.6.2 Coating CompositionThe 55 % aluminum-zinc alloycoating composition, by weight, is nominally 55 % aluminum,1.6 % silicon, and the balance zinc.7. Mechanical Properties7.1 Structural Steel

26、sheet shall conform to the mechanicalproperty requirements of Table 4 for the grade specified.7.2 The typical mechanical properties for CS (Types A, B,and C), FS, DS, and HTS are listed in Table 5. These typicalmechanical properties are nonmandatory. They are intendedsolely to provide the purchaser

27、with as much information aspossible to make an informed decision on the steel to bespecified. Values outside these ranges are to be expected.7.3 All tests for mechanical properties shall be conducted inaccordance with the methods described in Specification A924/A924M.7.4 Bending Properties:7.4.1 Min

28、imum Inside Radii for Cold BendingStructuralSteel sheet is commonly fabricated by cold bending. There aremany interrelated factors that affect the ability of a steel to coldTABLE 1 Weight Mass of Coating RequirementsANOTE 1Use the information provided in 8.1.2 to obtain the approxi-mate coating thic

29、kness from the coating weight mass.NOTE 2When considering material with coating designation less thanAZ50 AZM150, users are advised to discuss the intended applicationwith the manufacturer to determine if the product is appropriate for theend use.Minimum RequirementsTriple-Spot Test Single-Spot Test

30、Inch-Pound UnitsCoating Designation Total Both Sides, oz/ft2Total Both Sides, oz/ft2AZ30 0.30 0.26AZ35 0.35 0.30AZ40 0.40 0.35AZ50 0.50 0.43AZ55 0.55 0.50AZ60 0.60 0.52AZ70 0.70 0.60Minimum RequirementsTriple-Spot Test Single-Spot TestSI UnitsCoating Designation Total Both Sides, g/m2Total Both Side

31、s, g/m2AZM100 100 85AZM110 110 95AZM120 120 105AZM150 150 130AZM165 165 150AZM180 180 155AZM210 210 180AThe coating designation number is the term by which this product is specified.Because of the many variables and changing conditions that are characteristic ofcontinuous hot-dip coating lines, the

32、weight mass of the coating is not alwaysevenly divided between the two surfaces of a sheet, nor is the coating evenlydistributed from edge to edge. However, it can normally be expected that not lessthan 40 % of the single-spot test limit will be found on either surface.A792/A792M 102form over a give

33、n radius under shop conditions. These factorsinclude thickness, strength level, degree of restraint, relation-ship to rolling direction, chemistry, and base metal microstruc-ture. Table X2.1 lists the suggested minimum inside radii for90 cold bending for Structural Steels. They presuppose “hardway”

34、bending (bend axis parallel to the rolling direction) andreasonably good shop forming practices. Where possible, theuse of larger radii or “easy way” bends are recommended forimproved performance.7.4.2 Fabricators should be aware that cracks may initiateupon bending a sheared or cold-worked edge. Th

35、is is notconsidered to be a fault of the steel but is rather a function ofthe induced localized cold-work zone.8. Coating Properties8.1 Coating Weight Mass8.1.1 Coating weight mass shall conform to the require-ments as shown in Table 1 for the specific coating designation.8.1.2 Use the following rel

36、ationships to estimate the coatingthickness from the coating weight mass:8.1.2.1 1.00 oz /ft2coating weight = 3.20 mils coatingthickness, and8.1.2.2 3.75 g/m2coating mass = 1.00 m coating thickness8.1.3 Use the following relationship to convert coatingweight to coating mass:8.1.3.1 1.00 oz/ft2coatin

37、g weight = 305 g/m2coating mass8.2 Coating Weight Mass Tests:8.2.1 Coating weight mass tests shall be performed inaccordance with the requirements stated in SpecificationA924/A924M.8.2.2 The referee method to be used shall be the dilutehydrochloric acid method, in Test Method A90/A90M.8.3 Coating Be

38、nd TestThe coating bend test specimensfor all designations other than Structural Steel shall be capableof being bent through 180 flat on itself in any directionwithout flaking on the outside of the bend only. For StructuralSteel, the coating bend test inside diameter shall have a relationto the thic

39、kness of the specimen as shown in Table 6. Flakingof the coating within 0.25 in. 6 mm of the edge of the bendspecimen shall not be cause for rejection.9. Retests and Disposition of Non-Conforming Material9.1 Retests, conducted in accordance with the requirementsof the section on Retests and Disposit

40、ion of Non-ConformingMaterial of Specification A924/A924M, are permitted when anunsatisfactory test result is suspected to be the consequence ofthe test method procedure.9.2 Disposition of non-conforming material shall be subjectto the requirements of 9.2 of Specification A924/A924M.10. Dimensions a

41、nd Permissible Variations10.1 All dimensions and permissible variations shall com-ply with the requirements of Specification A924/A924M.TABLE 2 Chemical RequirementsAComposition, %Heat Analysis Element, Maximum, Unless Otherwise ShownDesignation C Mn P S Al Cu Ni Cr Mo V Cb TiBNBCS Type AC,D,E0.10 0

42、.60 0.030 0.035 . 0.25 0.20 0.15 0.06 0.008 0.008 0.025 . .CS Type BC,F0.02 to 0.15 0.60 0.030 0.035 . 0.25 0.20 0.15 0.06 0.008 0.008 0.025 . .CS Type CC,D,E0.08 0.60 0.10 0.035 . 0.25 0.20 0.15 0.06 0.008 0.008 0.025 . .FSC,G0.02 to 0.10 0.50 0.020 0.030 . 0.25 0.20 0.15 0.06 0.008 0.008 0.025 . .

43、DSD,E0.06 0.50 0.020 0.025 0.01, min 0.25 0.20 0.15 0.06 0.008 0.008 0.025 . .HTSC0.02 to 0.15 0.60 0.040, min 0.035 . 0.25 0.20 0.15 0.06 0.008 0.008 0.025 . .AWhere an ellipsis (. . .) appears in the table, there is no requirement, but the analysis result shall be reported.BFor steels containing m

44、ore than 0.02 % carbon, titanium is permitted at the producers option, to the lesser of 3.4N + 1.5S or 0.025 %, for the purpose of stabilization.CWhen a deoxidized steel is required for the application, the purchaser has the option to order CS, FS, and HTS to a minimum of 0.01 % total aluminum.DStee

45、l is permitted to be furnished as a vacuum degassed or chemically stabilized steel, or both, at producers option.EFor carbon levels less than or equal to 0.02 %, vanadium, columbium, or titanium, or combinations thereof are permitted to be used as stabilizing elements at producersoption. In such cas

46、es, the applicable limit for vanadium and columbium shall be 0.10 % max. and the limit for titanium shall be 0.15 % max.FFor CS, specify Type B to avoid carbon levels below 0.02 %.GShall not be furnished as a stabilized steel.TABLE 3 Chemical RequirementsComposition, %Heat Analysis Element, maximum,

47、 Unless Otherwise ShownDesignation C Mn P S Cu Ni Cr Mo V Cb TiANBStructural Steel:Grade 33 230 0.20 1.35 0.04 0.040 0.25 0.20 0.15 0.06 0.008 0.008 0.025 .Grade 37 255 0.20 1.35 0.10 0.040 0.25 0.20 0.15 0.06 0.008 0.008 0.025 .Grade 40 275 0.25 1.35 0.10 0.040 0.25 0.20 0.15 0.06 0.008 0.008 0.025

48、 .Grade 50 Class 1, Class 2,and Class 4 340 Class 1,Class 2, and Class 40.25 1.35 0.20 0.040 0.25 0.20 0.15 0.06 0.008 0.008 0.025 .Grade 60 410 0.25 1.35 0.20 0.040 0.25 0.20 0.15 0.06 0.008 0.008 0.025 .Grade 70 480 0.25 1.35 0.20 0.040 0.25 0.20 0.15 0.06 0.008 0.008 0.025 .Grade 80 550 Class 1 0

49、.20 1.35 0.04 0.040 0.25 0.20 0.15 0.06 0.008 0.015 0.025 .Grade 80 550 Class 2C0.10 1.35 0.05 0.020 0.25 0.20 0.15 0.06 0.10 0.10 0.15 .Grade 80 550 Class 3 0.20 1.35 0.04 0.040 0.25 0.20 0.15 0.06 0.008 0.015 0.025 .ATitanium is permitted at the producers option, to the lesser of 3.4N + 1.5S or 0.025 %, for the purpose of stabilization.BWhere an ellipsis (. . .) appears in the table, there is no requirement, but the analysis shall be reported.CSteels containing less than or equal to 0.02 % carb