ASTM A463 A463M-2010(2015) Standard Specification for Steel Sheet Aluminum-Coated by the Hot-Dip Process《热浸处理的铝涂层薄钢板的标准规格》.pdf

《ASTM A463 A463M-2010(2015) Standard Specification for Steel Sheet Aluminum-Coated by the Hot-Dip Process《热浸处理的铝涂层薄钢板的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM A463 A463M-2010(2015) Standard Specification for Steel Sheet Aluminum-Coated by the Hot-Dip Process《热浸处理的铝涂层薄钢板的标准规格》.pdf（6页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A463/A463M 10 (Reapproved 2015)Standard Specification forSteel Sheet, Aluminum-Coated, by the Hot-Dip Process1This standard is issued under the fixed designation A463/A463M; the number immediately following the designation indicates the yearof original adoption or, in the case of revisi

2、on, 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. Scope1.1 This specificati

3、on covers aluminum-coated steel sheet incoils and cut lengths available with two types of aluminumcoating applied by the hot-dip process, with several coatingweights masses.1.2 Product furnished under this specification shall conformto the applicable requirements of the latest issue of Specifica-tio

4、n A924/A924M, unless otherwise provided herein.1.3 The text of this standard references notes and footnoteswhich provide explanatory material. These notes and footnotes(excluding those in tables and figures) shall not be consideredas requirements of the standard.1.4 This specification is applicable

5、to orders in eitherinch-pound units (as A463) or SI units as A463M. Values ininch-pound and SI units are not necessarily equivalent. Withinthe text, SI units are shown in brackets. Each system shall beused independently of the other.1.5 Unless the order specifies the “M” designation (SIunits), the p

6、roduct shall be furnished to inch-pound units.1.6 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 regul

7、atory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2A428/A428M Test Method for Weight Mass of Coating onAluminum-Coated Iron or Steel ArticlesA480/A480M Specification for General Requirements forFlat-Rolled Stainless and Heat-Resisting Steel Plate,Sheet, and StripA902 Terminolo

8、gy Relating to Metallic Coated Steel Prod-uctsA924/A924M Specification for General 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 Materi

9、als3. Terminology3.1 DefinitionsSee Terminology A902 for definitions ofgeneral terminology relating to metallic-coated steel products.4. Classification4.1 The steel sheet is available in several designations, asfollows:4.1.1 Commercial Steel (CS Types A, B, and C),4.1.2 Forming Steel (FS),4.1.3 Deep

10、 Drawing Steel (DDS),4.1.4 Extra Deep Drawing Steel (EDDS),4.1.5 Structural Steel (SS),4.1.6 High Strength-Low Alloy Steel (HSLAS Type A),4.1.7 High Strength-Low Alloy Steel (HSLAS Type B),4.1.8 Ferritic Stainless Steel (FSS Type 409), and4.1.9 Ferritic Stainless Steel (FSS Type 439).4.2 Structural

11、Steel (SS) and High Strength-Low AlloySteels (HSLAS Types A and B) are available in several gradesand classes.4.3 The aluminum coating is available in two types withseveral coating weights masses with coating designations asshown in Table 1.4.3.1 Coating Type 1 is manufactured using a coating bathof

12、 aluminumsilicon alloy containing 5 to 11 % silicon topromote better adherence. It is intended principally for heat-resisting applications and also for uses where corrosion resis-tance and heat are involved. It is available as a coating on eachof the designations of steel sheet listed in 4.1.4.3.2 C

13、oating Type 2 is a commercially pure aluminum. It isintended principally for use in applications requiring corrosionresistance and is available only as a coating on CommercialSteel, Forming Steel, Structural Steel, and High Strength-LowAlloy Steel.1This specification is under the jurisdiction of AST

14、M Committee A05 onMetallic-Coated Iron and Steel Products and is the direct responsibility ofSubcommittee A05.11 on Sheet Specifications.Current edition approved May 1, 2015. Published May 2015. Originallyapproved in 1962. Last previous edition approved in 2010 as A463/A463M - 10.DOI: 10.1520/A0463_

15、A0463M-10R15.2For 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.Copyright ASTM International, 100 Barr Harbor Dr

16、ive, PO Box C700, West Conshohocken, PA 19428-2959. United States15. Ordering Information5.1 Product under this specification shall be ordered todecimal thickness only, and dimensional tolerances of Speci-fication A924/A924M shall apply. Specification A480/A480Mshall apply to FSS (Types 409 and 439)

17、 for thickness tolerancesonly. The following, as required, shall be used to adequatelydescribe the product required.5.1.1 Name of product (steel sheet, aluminum-coated Type 1or 2),5.1.2 Designation of sheet (CS (Types A, B, and C), FS,DDS, EDDS, SS, HSLAS (Type A or B); and FSS (Types 409and 439).5.

18、1.2.1 When a CS type is not specified, Type B will befurnished.5.1.2.2 When a SS or HSLAS designation is specified, statethe type, grade, or class, or combination thereof.5.1.3 ASTM designation number and year of issue,5.1.4 Coating designation,5.1.5 Specify whether oiled or dry or chemically treate

19、d,oiled or dry,5.1.6 Dimensions (show thickness, minimum or nominal;width; and length, if cut lengths). Specification A480/A480Mshall apply to FSS (Types 409 an 439) for thickness tolerancesonly.5.1.7 Coil size requirements (specify maximum outsidediameter (OD), acceptable inside diameter (ID), and

20、maximumcoil weight),5.1.8 Application (show part identification and description),5.1.9 Certification, if required, and heat analysis and me-chanical property report, and5.1.10 Special requirements (if required).5.1.10.1 When the purchaser requires thickness tolerancesfor38-in. 10-mm minimum edge dis

21、tance (see Supplemen-tary Requirement in specification A924/A924M), this require-ment shall be specified in the purchase order or contract.NOTE 1Typical ordering descriptions are as follows: Steel sheet,aluminum-coated, Forming Steel (FS), ASTM A463 _, Coating Des-ignation T1 40, chemically treated

22、dry, minimum 0.040 in. by 34 in. bycoil, 48-in. maximum outside diameter, 20-in. inside diameter, 20 000-lbmaximum coil weight, for muffler ends.Steel Sheet, aluminum-coated, Commercial Steel (CS Type A), ASTMA463M _, Coating Designation T1M 120, chemically treated dry,minimum 1.00 mm by 920 mm by c

23、oil, 1200-mm maximum outsidediameter, 500-mm inside diameter, 10 000-kg maximum coil weight, forrange heat shield.NOTE 2The purchaser should be aware that there are variations inmanufacturing practices among the producers and therefore is advised toestablish the producers standard (or default) proce

24、dures for thicknesstolerances.6. Chemical Composition6.1 Base Metal:6.1.1 The heat analysis of the base metal shall conform tothe requirements shown in Table 2 for CS (Types A, B, and C),FS, DDS, EDDS, and FSS (Types 409 and 439), Table 3 for SSand HSLAS.6.1.2 When the amount of copper, nickel, chro

25、mium, ormolybdenum is less than 0.02 %, report the analysis either as0.02 % or the actual determined value. When the amount ofvanadium, titanium, or columbium is less than 0.008 %, reportthe analysis as either 0.008 % or the actual determined value.When the amount of boron is less than 0.0005 %, rep

26、ort as0.0005 % or the actual determined value.6.1.3 See Specification A924/A924M for chemical analysisprocedures and product analysis tolerances.6.1.4 The heat analysis of the base metal for FSS (Types 409and 439) shall conform to the requirements shown in Table 2.6.1.5 See Specification A480/A480M

27、for chemical analysisprocedures and product analysis tolerances for FSS (Types 409and 439).6.2 Coating Bath Composition:6.2.1 The bath metal used for Type 1 shall contain analuminum-silicon alloy containing 5 to 11 % silicon, thebalance aluminum.6.2.2 The bath metal used for Type 2 shall contain com

28、mer-cially pure aluminum.7. Mechanical Properties7.1 Structural steel and high strength low alloy steel shallconform to the mechanical property requirements of Table 4for the type, grade, or class, or combination thereof, specified.7.2 The typical mechanical properties for CS (Types A, B,and C), FS,

29、 DDS, EDDS and FSS (Types 409 and 439), steelsheet designations are listed in Table 5. These mechanicalproperty values are nonmandatory. They are solely to providethe purchaser with as much information as possible to make aninformed decision on the steel to be specified. Values outsidethese ranges a

30、re to be expected.7.3 When base metal mechanical properties are required, alltests shall be conducted in accordance with the methodsspecified in Specification A924/A924M.TABLE 1 Weight Mass of Coating RequirementsA,BCoating DesignationMinimum RequirementTriple-Spot Test, TotalBoth SidesSingle-Spot T

31、est, TotalBoth SidesInch-Pound Unitsoz/ft2oz/ft2T113 0.13 0.10T125 0.25 0.20T140 0.40 0.30T1100 1.00 0.90T2LC no minimum no minimumT265 0.65 0.60T2100 1.00 0.90SI Unitsg/m2g/m2T1M 40 40 30T1M 75 75 60T1M 120 120 90T1M 300 300 270T2M LC no minimum no minimumT2M 200 200 180T2M 300 300 270AThe coating

32、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 weight mass of coating is not always evenlydivided between the two surfaces of a sheet, nor is the coating evenly di

33、stributedfrom edge to edge. However, normally not less than 40 % of the single-spot testlimit will be found on either surface.BNo minimum means that there are no established minimum requirements fortriple- and single-spot tests, but aluminum coating shall be present.A463/A463M 10 (2015)27.4 Bending

34、Properties:7.4.1 Minimum Cold Bending RadiiStructural steel sheetis commonly fabricated by cold bending. There are manyinterrelated factors that affect the ability of a steel to cold formover a given radius under shop conditions. These factorsinclude: thickness, strength level, degree of restraint,

35、relation-ship to rolling direction, chemistry, and base metal microstruc-ture. Appendix X1 lists the suggested minimum inside radiusfor 90 cold bending for these steel sheets. They presuppose“hard way” bending (bend axis parallel to rolling direction) andreasonably good shop forming practices. Where

36、 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 edge. This is not considered to be afault of the steel but is rather a function of the inducedcold-work.8. Coating Properties

37、8.1 Coating Weight Mass:8.1.1 Coating weight mass shall conform to the require-ments as shown in Table 1 for the specific coating designation.TABLE 2 Chemical RequirementsComposition, %Heat AnalysisElement, max (unless otherwise shown)Designation C Mn P S AlACuBNiBCrBMoBVCbCTi BCS Type AD,E,F0.10 0.

38、60 0.030 0.035 . . . 0.20 0.20 0.15 0.06 0.008 0.008 0.30 . . .CS Type BD,F0.02 to 0.15 0.60 0.030 0.035 . . . 0.20 0.20 0.15 0.06 0.008 0.008 0.30 . . .CS Type CD,F0.08 0.60 0.10 0.035 . . . 0.20 0.20 0.15 0.06 0.008 0.008 0.30 . . .FSF0.02 to 0.10 0.50 0.020 0.030 . . . 0.20 0.20 0.15 0.06 0.008 0

39、.008 0.30 . . .DDSG,H0.06 0.50 0.020 0.025 0.01, min 0.20 0.20 0.15 0.06 0.008 0.008 0.30 . . .EDDSI,H0.02 0.40 0.020 0.020 0.01, min 0.20 0.20 0.15 0.06 0.008 0.008 0.30 . . .FSS Type 409J0.030 1.00 0.040 0.020 . . . 0.50 0.50 10.5 to11.70.60 . .J.FSS Type 439K0.030 1.00 0.040 0.030 0.15 0.50 0.50

40、17.0 to19.00.06 . .K.AWhere an ellipsis (. . .) appears in the table, there is no requirement, but the analysis result shall be reported.BThe sum of copper, nickel, chromium, and molybdenum shall not exceed 0.50 % on heat analysis. When one or more of these elements are specified, the sum does notap

41、ply; in which case, only the individual limits on the remaining elements shall apply. This requirement does not apply to Types 409 and 439.CFor steels having a carbon content of 0.02 % or less, the limit for columbium is 0.045 % maximum. This requirement does not apply to Types 409 and 439.DFor CS,

42、specify Type B to avoid carbon levels below 0.02 %.ECS Type B describes the typical commercial quality product previously included in this specification.FWhen a deoxidized steel is required for the application, the purchaser has the option to order CS and FS to a minimum of 0.01 % total aluminum.GFu

43、rnished either as stabilized or not-stabilized steel at the producers option.HDDS and EDDS are available only as Coating Type 1 steel sheet.IShall be furnished as a stabilized steel.JShall contain silicon 1.00 % maximum, nitrogen 0.030 % maximum, and titanium 6 (carbon + nitrogen) minimum to 0.50 %

44、maximum or titanium + columbium 0.08+8(carbon+nitrogen) minimum to 0.75 % maximum with 0.05 % minimum titanium.KShall contain silicon 1.00 % maximum, nitrogen 0.030 % maximum, titanium + columbium 0.20+4(carbon+nitrogen) minimum to 1.10 % maximum.TABLE 3 Chemical RequirementsAComposition, %Heat Anal

45、ysis Element, max (unless otherwise shown)Designation C Mn P S CuBNiBCrBMoBVCCbC,DTiSSGrade 33 230 0.20 . . . 0.40 0.04 0.20 0.20 0.15 0.06 0.008 0.008 0.30Grade 37 255 0.20 . . . 0.10 0.04 0.20 0.20 0.15 0.06 0.008 0.008 0.30Grade 40 275 0.25 . . . 0.10 0.04 0.20 0.20 0.15 0.06 0.008 0.008 0.30Grad

46、e 50 340(Classes 1 and 2) 0.25 . . . 0.20 0.04 0.20 0.20 0.15 0.06 0.008 0.008 0.30Grade 50 340(Class 3) 0.25 . . . 0.04 0.04 0.20 0.20 0.15 0.06 0.008 0.008 0.30Grade 80 550 0.20 . . . 0.04 0.04 0.20 0.20 0.15 0.06 0.008 0.008 0.30HSLAS Type AEGrade 50 340 0.20 1.20 . . . 0.035 0.20 0.20 0.15 0.06

47、0.008 0.008 0.30Grade 60 410 0.20 1.35 . . . 0.035 0.20 0.20 0.15 0.06 0.008 0.008 0.30Grade 70 480 0.20 1.65 . . . 0.035 0.20 0.20 0.15 0.06 0.008 0.008 0.30Grade 80 550 0.20 1.65 . . . 0.035 0.20 0.20 0.15 0.06 0.008 0.008 0.30HSLAS Type BE, FGrade 50 340 0.15 1.20 . . . 0.035 0.20 0.20 0.15 0.06

48、0.008 0.008 0.30Grade 60 410 0.15 1.20 . . . 0.035 0.20 0.20 0.15 0.06 0.008 0.008 0.30Grade 70 480 0.15 1.65 . . . 0.035 0.20 0.20 0.15 0.06 0.008 0.008 0.30Grade 80 550 0.15 1.65 . . . 0.035 0.20 0.20 0.15 0.06 0.008 0.008 0.30AWhere an ellipsis (. . .) appears in the table, there is no requiremen

49、t, but the analysis result shall be reported.BThe sum of copper, nickel, chromium and molybdenum shall not exceed 0.50 % on heat analysis. When one or more of these elements are specified the sum does notapply; in which case, only the individual limits on the remaining elements shall apply.CThe limits do not apply when HSLAS is specified.DFor steels having a carbon content of 0.02 % or less, the limit for columbium is 0.045 % max.ESteel conforming to this designation commonly contains the strengthening el