ASTM A792 A792M-2010(2015) Standard Specification for Steel Sheet 55&x2009 % Aluminum-Zinc Alloy-Coated by the Hot-Dip Process《使用热浸镀锌工艺对55%铝锌合金涂层钢板的标准规格》.pdf

1、Designation: A792/A792M 10 (Reapproved 2015)Standard 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

2、 case of revision, 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 U.S. Department of Defense.1. Scope*1.1

3、This specification covers 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 co

4、mpatible withdiffering 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

5、explanatory material. These 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 nece

6、ssarily equivalent. Withinthe 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 concer

7、ns, 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:2A90/A90M Test Method for Weight Mass of C

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

9、eral Requirements forSteel 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

10、 terminology relating 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 n

11、ormal solidifica-tion 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,1This specification is under the jurisdiction of ASTM Committee A05 onMetalli

12、c-Coated Iron and Steel Products and is the direct responsibility ofSubcommittee A05.11 on Sheet Specifications.Current edition approved Oct. 1, 2015. Published October 2015. Originallyapproved in 1983. Last previous edition approved in 2010 as A792/A792M 10.DOI: 10.1520/A0792_A0792M-10R15.2For refe

13、renced 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.*A Summary of Changes section appears at the end of this standardCopyr

14、ight ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States14.1.4 High Temperature SteelHTS, and4.1.5 Structural SteelSS.4.2 Structural steel is available in several grades based onmechanical properties. Structural Steel Grade 50 340 isavailable in th

15、ree classes based on tensile strength. StructuralSteel Grade 80 550 is available in two classes, based onchemistry.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 she

16、et in coilsand cut lengths 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 pro

17、duct.5.2.1 Name of product (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

18、 not specified class 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,wi

19、dth, flatness requirements (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

20、.2.12 Application (show part identification anddescription), 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-zi

21、nc alloy-coated, Forming 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 d

22、esignation AZM150, 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)

23、, this require-ment 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 Tab

24、les 2 and 3in the report of heat analysis. When the amount of copper,nickel, chromium, or molybdenum is less than 0.02 %, reportthe analysis 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 %

25、or theactual determined 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.

26、1 Structural Steel 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 typicalTABLE 1 Weight Mass of Coating RequirementsANOTE 1Use the information

27、provided in 8.1.2 to obtain the approxi-mate coating thickness 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

28、use.Minimum RequirementsTriple-Spot Test Single-Spot TestInch-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 Units

29、Coating Designation Total Both Sides, g/m2Total Both Sides, 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 ar

30、e characteristic ofcontinuous hot-dip coating lines, the 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

31、be found on either surface.A792/A792M 10 (2015)2mechanical properties are nonmandatory. They are intendedsolely to provide the purchaser 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 mech

32、anical properties shall be conducted inaccordance with the methods described in Specification A924/A924M.7.4 Bending Properties:7.4.1 Minimum Inside Radii for Cold BendingStructuralSteel sheet is commonly fabricated by cold bending. There aremany interrelated factors that affect the ability of a ste

33、el to coldform over a given 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.

34、They presuppose “hardway” 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 shear

35、ed or cold-worked edge. This 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

36、.1.2 Use the following relationships 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

37、:8.1.3.1 1.00 oz/ft2coating 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 Specification A924/A924M.8.2.2 The referee method to be used shall be the dilutehydrochloric acid method, in Test Met

38、hod A90/A90M.8.3 Coating Bend TestThe coating bend test specimens forall designations other than Structural Steel shall be capable ofbeing bent through 180 flat on itself in any direction withoutflaking on the outside of the bend only. For Structural Steel, thecoating bend test inside diameter shall

39、 have a relation to theTABLE 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 0.60 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.

40、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 . .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 0.04

41、0, 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 more than 0.02 % carbon, titanium is permitted at the producers option, to the lesser of 3.4N + 1.5S or 0

42、.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.DSteel is permitted to be furnished as a vacuum degassed or chemically stabilized steel, or both, at producer

43、s 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 cases, the applicable limit for vanadium and columbium shall be 0.10 % max. and the limit for titanium shal

44、l 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, Unless Otherwise ShownDesignation C Mn P S Cu Ni Cr Mo V Cb TiANBStructural Steel:Grade 33 230 0.20 1.3

45、5 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 .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

46、.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 0.20 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 0.2

47、5 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 req

48、uirement, but the analysis shall be reported.CSteels containing less than or equal to 0.02 % carbon shall be furnished as a stabilized steel.A792/A792M 10 (2015)3thickness of the specimen as shown in Table 6. Flaking of thecoating within 0.25 in. 6 mm of the edge of the bendspecimen shall not be cau

49、se for rejection.9. Retests and Disposition of Non-Conforming Material9.1 Retests, conducted in accordance with the requirementsof the section on Retests and Disposition 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 and Permissible Variations10.1 All