ASTM A1046 A1046M-2010ae1 Standard Specification for Steel Sheet Zinc-Aluminum-Magnesium Alloy-Coated by the Hot-Dip Process《热浸处理的锌铝镁合金薄钢板材的标准规格》.pdf

1、Designation: A1046/A1046M 10a1Standard Specification forSteel Sheet, Zinc-Aluminum-Magnesium Alloy-Coated by theHot-Dip Process1This standard is issued under the fixed designation A1046/A1046M; the number immediately following the designation indicates theyear of original adoption or, in the case of

2、 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.1NOTEEditorially corrected the order of coating designations in Table 6 in February 2012.1. Scope*1.1 This

3、specification covers zinc-aluminum-magnesiumalloy-coated steel sheet in coils and cut lengths.1.2 This product is intended for applications requiringcorrosion resistance and paintability.1.3 The steel sheet is produced in a number of designations,types, grades and classes designed to be compatible w

4、ithdiffering 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 standard references notes and footnoteswhich provide explanatory ma

5、terial. These notes and footnotes,excluding those in tables and figures, shall not be considered asrequirements of the standard.1.6 This specification is applicable to orders in eitherinch-pound units (as A1046) or SI units (as A1046M). Valuesin inch-pound and SI units are not necessarily equivalent

6、.Within the text, SI units are shown in brackets. Each systemshall be used independently 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, asso

7、ciated 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 an

8、d Steel 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 Requireme

9、nts 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 Definitions:See Terminology A902 for definitions of general terminol-og

10、y relating to metallic-coated hot-dip products.4. Classification4.1 The material is available in several designations asfollows:4.1.1 Commercial SteelCS Types A, B, and C,4.1.2 Deep Drawing SteelDDS,4.1.3 Extra Deep Drawing SteelEDDS,4.1.4 Forming SteelFS Types A and B,4.1.5 High Strength Low Alloy

11、SteelHSLAS,4.1.6 High Strength Low Alloy Steel with ImprovedFormabilityHSLAS-F.4.1.7 Structural SteelSS,4.2 Structural steel and high strength low alloy steel areavailable in several grades based on mechanical properties.Structural Steel Grade 50 340 is available in four classesbased on tensile stre

12、ngth.4.3 The product is available in several coating weightsmasses with the coating designation in accordance with Table1.1This specification is under the jurisdiction of ASTM Committee A05 onMetallic-Coated Iron and Steel Products and is the direct responsibility ofSubcommittee A05.11 on Sheet Spec

13、ifications.Current edition approved Nov. 1, 2010. Published January 2011. Originallyapproved in 2006. Last previous edition approved in 2010 as A1046/A1046M - 10.DOI: 10.1520/A1046_A1046M-10AE01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at

14、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 International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,

15、 United States.5. Ordering Information5.1 Zinc-aluminum-magnesium alloy-coated steel sheet incoils and cut lengths is produced to thickness requirementsexpressed to 0.01 in. 0.01 mm. The thickness of the sheetincludes the base metal and the coating.5.2 Orders for product to this specification shall

16、include thefollowing information, as necessary, to adequately describe thedesired product:5.2.1 Name of product (steel sheet, zinc-aluminum-magnesium alloy-coated),5.2.2 Designation of sheet steel CS (Type A, B, or C), FS(Type A or B), DDS, EDDS, SS, HSLAS or HSLAS-F,5.2.2.1 When a CS type is not sp

17、ecified, CS Type B will befurnished. When an FS type is not specified, FS Type B will befurnished.5.2.3 When an SS or HSLAS designation is specified, statethe grade or class, or combination thereof.5.2.4 ASTM designation number and year of issue, such asA1046-_ for inch-pound units or A1046M-_ for S

18、I units,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, mimimum or nominal,width, flatness requirements (if appropriate), and length (if cutlength).5.2.9 Coil size requirements (specify maximum outsidediameter (O

19、D), 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 (show part identification and descrip-tion), and5.2.13 Special requirements (if any).5.2.13.1 When the purchaser requi

20、res thickness tolerancesfor38-in. 10-mm minimum edge distance (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, zinc-aluminum-magnesium alloy coated, For

21、ming Steel TypeB, ASTM A1046-_, coating designation ZM90, chemical treatment, nooil, minimum 0.034 by 48 in. by coil, 60-in. maximum OD, 24-in. ID,10,000-lb maximum, for inner door panel, or steel sheet, zinc-aluminum-magnesium alloy coated, Commercial Steel Type B, ASTM A1046M-_,coating designation

22、 ZMM275, not chemically treated, oiled, minimum0.85 by 900 mm by coil, 1200-mm maximum OD, 610-mm ID, 9,000-kgmaximum, for building panels.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 (

23、Types A and B), DDS and EDDS, and Table 3 for SS,HSLAS and HSLAS-F.6.1.2 Each of the elements listed in Tables 2 and 3 shall beincluded in the report of heat analysis. When the amount ofcopper, nickel, chromium, or molybdenum is less than 0.02 %,report the analysis as either 0.02 % or the actual det

24、erminedvalue. When the amount of vanadium, titanium or columbiumTABLE 1 Weight Mass of Coating RequirementAInch-Pound UnitsCoatingDesignationMinimum RequirementTriple-Spot TestTotal Both Sides, oz/ft2Single-Spot TestTotal Both Sides, oz/ft2ZM20 0.20 0.16ZM30 0.30 0.25ZM40 0.40 0.30ZM60 0.60 0.50ZM75

25、 0.75 0.65ZM90 0.90 0.80ZM115 1.15 1.00ZM140 1.40 1.20ZM165 1.65 1.40ZM210 2.10 1.80SI UnitsCoatingDesignationMinimum RequirementTriple-Spot TestTotal Both Sides, g/m2Single-Spot TestTotal Both Sides, g/m2ZMM60 60 50ZMM90 90 75ZMM120 120 90ZMM180 180 150ZMM220 220 190ZMM275 275 235ZMM350 350 300ZMM4

26、50 450 385ZMM500 500 425ZMM600 600 510AThe 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 weight mass of the coating is not always evenly divided between

27、the two surfaces of a sheet, nor is the coating evenly distributedfrom edge to edge. However, it can normally be expected that not less than 40 % of the single-spot test limit will be found on either surface.A1046/A1046M 10a12is less than 0.008 %, report the analysis as either 0.008 % orthe actual d

28、etermined value.6.1.3 See Specification A924/A924M for chemical analysisprocedures and product analysis tolerances.6.2 Coating Bath CompositionThe bath metal used forzinc-aluminum-magnesium alloycoated sheet shall contain 5to 13 % aluminum, 2 to 4 % magnesium, up to 1 % totaladditional alloying elem

29、ents (except iron) and the balance zinc.7. Mechanical Properties7.1 Structural steel and high strength low alloy steel shallconform to the mechanical property requirements of Table 4for the grade or class or combination thereof, specified.7.2 The typical mechanical properties for CS (Types A, B,and

30、C), FS (Types A and B), DDS, EDDS steel sheetdesignations are listed in Table 5. These mechanical propertyvalues are non-mandatory. They are intended solely to providethe purchaser with as much information as possible to make aninformed decision on the steel to be specified. Values outsidethese rang

31、es are 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.7.4 Bending Properties:7.4.1 Minimum Cold Bending RadiiStructural steel sheetis commonly fabricated by cold bending. There are

32、 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, relation-ship to rolling direction, chemistry and base metal microstruc-ture. Appendix X1 lists the suggested mini

33、mum inside radiusTABLE 2 Chemical RequirementsAComposition, %-Heat Analysis Element, max (unless otherwise shown)Designation C Mn P S Al, min Cu Ni Cr Mo V Cb TiBNCS Type AC,D,E0.10 0.60 0.030 0.035 . 0.20 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 . 0.20 0.20 0.15 0

34、.06 0.008 0.008 0.025 .CS Type CC,D,E0.08 0.60 0.100 0.035 . 0.20 0.20 0.15 0.06 0.008 0.008 0.025 .FS Type AC,G0.10 0.50 0.020 0.035 . 0.20 0.20 0.15 0.06 0.008 0.008 0.025 .FS Type BC,F0.02 to 0.10 0.50 0.020 0.030 . 0.20 0.20 0.15 0.06 0.008 0.008 0.025 .DDSD,E,H0.06 0.50 0.020 0.025 0.01 0.20 0.

35、20 0.15 0.06 0.008 0.008 0.025 .EDDSH,I0.02 0.40 0.020 0.020 0.01 0.20 0.20 0.15 0.06 0.10 0.10 0.15 .AWhere an ellipsis (.) appears in this table, there is no requirement, but the analysis shall be reported.BFor steels containing more than 0.02 % carbon, titanium is permitted to 0.025 % provided th

36、e ratio of % titanium to % nitrogen does not exceed 3.4.CWhen 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.DSteel is permitted to be furnished as a vacuum degassed or chemically stabilized steel, or both, at

37、 the 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 elementsattheproducers option. In such cases, the applicable limit for vanadium and columbium shall be 0.10 % max. and the limit fo

38、r titanium shall be 0.15 % max.FFor CS and FS, specify Type B to avoid carbon levels below 0.02 %.GShall not be furnished as a stabilized steel.HMinimum Al content is not required if agreed to by purchaser and supplier.IShall be furnished as a stabilized steel.TABLE 3 Chemical RequirementsACompositi

39、on, %-Heat Analysis Element, max (unless otherwise shown)Designation C Mn P S Cu Ni Cr Mo VBCbBTiB,C,DNSS Grade33 230 0.20 . 0.04 0.040 0.20 0.20 0.15 0.06 0.008 0.008 0.025 .37 255 0.20 . 0.10 0.040 0.20 0.20 0.15 0.06 0.008 0.008 0.025 .40 275 0.25 . 0.10 0.040 0.20 0.20 0.15 0.06 0.008 0.008 0.02

40、5 .50 340 Class 1,2 and 4 0.25 . 0.20 0.040 0.20 0.20 0.15 0.06 0.008 0.008 0.025 .50 340 Class 3 0.25 . 0.04 0.040 0.20 0.20 0.15 0.06 0.008 0.008 0.025 .80 550 0.20 . 0.04 0.040 0.20 0.20 0.15 0.06 0.008 0.015 0.025 .HSLASE40 275 0.20 1.50 . 0.035 . 0.20 0.15 0.16 0.01 min 0.005 min 0.01 min .50 3

41、40 0.20 1.50 . 0.035 0.20 0.20 0.15 0.16 0.01 min 0.005 min 0.01 min .60 410 0.20 1.50 . 0.035 0.20 0.20 0.15 0.16 0.01 min 0.005 min 0.01 min .70 480 0.20 1.65 . 0.035 0.20 0.20 0.15 0.16 0.01 min 0.005 min 0.01 min .80 550 0.20 1.65 . 0.035 0.20 0.20 0.15 0.16 0.01 min 0.005 min 0.01 min .HSLAS-FF

42、40 275 0.15 1.50 . 0.035 . 0.20 0.15 0.16 0.01 min 0.005 min 0.01 min .50 340 0.15 1.50 . 0.035 0.20 0.20 0.15 0.16 0.01 min 0.005 min 0.01 min .60 410 0.15 1.50 . 0.035 0.20 0.20 0.15 0.16 0.01 min 0.005 min 0.01 min .70 480 0.15 1.65 . 0.035 0.20 0.20 0.15 0.16 0.01 min 0.005 min 0.01 min .80 550

43、0.15 1.65 . 0.035 0.20 0.20 0.15 0.16 0.01 min 0.005 min 0.01 min .AWhere an ellipsis (.) appears in this table there is no requirement, but the analysis shall be reported.BFor carbon levels less than or equal to 0.02 %, vanadium, columbium, or titanium, or combinations thereof, are permitted to be

44、used as stabilizing elements at theproducers option. In such cases, the applicable limit for vanadium and columbium shall be 0.10 % max, and the limit for titanium shall be 0.15 % max.CTitanium is permitted for SS steels to 0.025 % provided the ratio of % titanium to % nitrogen does not exceed 3.4.D

45、For steels containing more than 0.02 % carbon, titanium is permitted to 0.025 %, provided the ratio of % titanium to % nitrogen does not exceed 3.4.EHSLAS and HSLAS-F steels commonly contain the strengthening elements columbium, vanadium, and titanium added singly or in combination. The minimumrequi

46、rements only apply to the microalloy elements selected for strengthening of the steel.FThe producer has the option to treat HSLAS-F steels by means of small alloy additions to effect sulfide inclusion control.A1046/A1046M 10a13TABLE 4 Mechanical Property Requirements, Base Metal (Longitudinal)Inch-P

47、ound UnitsDesignation Grade Yield Strength,min, ksiTensile Strength,min, ksiAElongationin2in.,min,%ASS 33 33 45 2037 37 52 1840 40 55 1650 Class 1 50 65 1250 Class 2 50 . 1250 Class 3 50 70 1250 Class 4 50 60 1280B80C82 .HSLAS 40 40 50D2250 50 60D2060 60 70D1670 70 80D1280 80 90D10HSLAS-F 40 40 50D2

48、450 50 60D2260 60 70D1870 70 80D1480 80 90D12SI UnitsDesignation Grade Yield Strength,min, MPaTensile Strength,min, MPaAElongationin 50 mm, min, %ASS 230 230 310 20255 255 360 18275 275 380 16340 Class 1 340 450 12340 Class 2 340 . 12340 Class 3 340 480 12340 Class 4 340 410 12550B550C570 .HSLAS 275

49、 275 340D22340 340 410D20410 410 480D16480 480 550D12550 550 620D10HSLAS-F 275 275 340D24340 340 410D22410 410 480D18480 480 550D14550 550 620D12AWhere an ellipsis (.) appears in this table there is no requirement.BFor sheet thickness of 0.028 in. 0.71 mm or thinner, no tension test is required if the hardness result in Rockwell B85 or higher.CAs there is no discontinuous yield curve, the yield strength should be taken as the stress at 0.5 % elongation under load or 0.2 % offset.DIf a higher tensile str