ASTM A829 A829M-2011 Standard Specification for Alloy Structural Steel Plates 《合金结构用钢板的标准规格》.pdf

1、Designation: A829/A829M 11Standard Specification forAlloy Structural Steel Plates1This standard is issued under the fixed designation A829/A829M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revision. A number i

2、n 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 covers structural quality alloy steelplate

3、s.1.2 The plates are usually specified to chemical compositionrequirements, but tensile properties may also be specified.1.2.1 When tensile properties are required, the specificrequirements must be compatible with the chemical composi-tion, condition, and plate thickness.1.3 The plates are available

4、 in the following four conditions:1.3.1 Condition ARAs rolled (hot rolled),1.3.2 Condition AAnnealed,1.3.3 Condition NNormalized, and1.3.4 Condition NTNormalized and tempered.1.4 The plates are available in the following three forms:1.4.1 Form IRectangular,1.4.2 Form IICircular and semi-circular, an

5、d1.4.3 Form IIISketch, including rings.1.5 The plates are available in the following five edgecategories:1.5.1 Edge 1Mill edge,1.5.2 Edge 2Universal mill edge,1.5.3 Edge 3Sheared edge,1.5.4 Edge 4Gas cut edge, and1.5.5 Edge 5Special cut edge.1.6 The plates are available in the following seven finish

6、es:1.6.1 Finish 1As rolled (hot rolled),1.6.2 Finish 2Blast cleaned,1.6.3 Finish 3Blast cleaned and oiled,1.6.4 Finish 4Pickled,1.6.5 Finish 5Pickled and oiled,1.6.6 Finish 6Painted, one prime coat, and1.6.7 Finish 7Painted, one prime coat and one finish coat.1.6.8 The plates are usually specified t

7、o have Finish 1.1.7 Supplementary requirements are provided for additionalrequirements that may be specified on the order.1.8 When the steel is to be welded, it is presupposed that awelding procedure suitable for the grade of steel and intendeduse or service will be utilized. See Appendix X3 of Spec

8、ifica-tion A6/A6M for information on weldability.1.9 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from t

9、he two systems may result in non-conformancewith the standard.2. Referenced Documents2.1 ASTM Standards:2A6/A6M Specification for General Requirements for RolledStructural Steel Bars, Plates, Shapes, and Sheet Piling3. Ordering Information3.1 Orders for plates under this specification should include

10、the following information:3.1.1 ASTM designation and year of issue.3.1.2 Grade (see 5.1) or chemical composition (see 5.2).3.1.3 Tensile properties, if required (see Section 6).3.1.4 Coarse austenitic grain size, if required (see 4.1).3.1.5 Condition (see 1.3).3.1.6 Form (see 1.4).3.1.7 Edge, if oth

11、er than Edge 3 or 4 (see 4.3).3.1.8 Finish (see 1.6).3.1.9 Dimensions of plate.3.1.10 Limitations on repair by welding, if any (see 4.5.2).3.1.11 Supplementary Requirements, if any, including allthe additional information called for in the SupplementaryRequirements.4. Materials and Manufacture4.1 Th

12、e steel shall be made to fine grain practice, unlesscoarse austenitic grain size is specified in the purchase order.4.2 The plates shall be furnished in the condition specifiedin the purchase order.4.2.1 Plates specified to be furnished in a heat-treatedcondition shall be heated to a suitable temper

13、ature at or above1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.Current edition approved Nov. 15, 2011. Publishe

14、d December 2011. Originallyapproved in 1984. Last previous edition approved in 2004 as A829/A829M 06.DOI: 10.1520/A0829_A0829M-11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume informat

15、ion, 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, United States.the upper critical temperature, but not exceeding

16、1700F925C, held a sufficient length of time to attain essentiallyuniform temperature throughout, and cooled as appropriate forthe condition specified.4.3 EdgeUnless otherwise specified on the order, Edge 3shall be furnished; provided, however, that Edge 4 may befurnished in place of Edge 3 at the su

17、ppliers option.4.4 FinishThe plates shall be furnished with a finish asspecified on the order.4.5 Repair by Welding:4.5.1 Repairs by welding shall be performed by competentwelders using low-hydrogen electrodes selected so that thechemical composition of the deposited weld metal is similar tothe nomi

18、nal composition of the base plate.4.5.2 If repair by welding is not acceptable, or if approval ofthe welding procedure by the purchaser is required, the ordershall so specify.5. Chemical Composition5.1 The heat analysis shall conform to the requirements forthe applicable grade listed in Table 1, unl

19、ess otherwise speci-fied as in 5.2.5.2 The chemical composition for heat analysis may bespecified in accordance with the ranges and limits listed inTable 2. In such instances, the heat analysis shall conform tothe requirements specified on the order.6. Tensile Requirements6.1 When tensile requiremen

20、ts are specified, the require-ments must be compatible with the chemical composition,condition, and the plate thickness.6.2 The specified tensile strength range shall be not less thanthe applicable range listed in Table 3.7. General Requirements for Delivery7.1 Material furnished under this specific

21、ation shall con-form to the requirements of the current edition of SpecificationA6/A6M, for the ordered material, unless a conflict exists inwhich case this specification shall prevail.8. Certification8.1 A report of the heat analysis and the results of all testsrequired by the order shall be furnis

22、hed to the purchaser. Thereport shall also include a certification that the material wasmanufactured in accordance with the requirements of thisspecification.9. Keywords9.1 alloy; plates; steel; structural steelTABLE 1 Standard Steels Alloy Plate CompositionsNOTE 1Where “. . .” appears in this table

23、 there is no requirement.Chemical Composition Limits, %GradeNumberCarbon ManganesePhosphorus,maxSulfur,maxSilicon Nickel Chromium MolybdenumVanadium,min1330 0.280.33 1.601.90 0.035 0.040 0.150.35 . . . . . . . . . . . .1335 0.330.38 1.601.90 0.035 0.040 0.150.35 . . . . . . . . . . . .1340 0.380.43

24、1.601.90 0.035 0.040 0.150.35 . . . . . . . . . . . .1345 0.430.48 1.601.90 0.035 0.040 0.150.35 . . . . . . . . . . . .4118 0.180.23 0.700.90 0.035 0.040 0.150.35 . . . 0.400.60 0.080.15 . . .4130 0.280.33 0.400.60 0.035 0.040 0.150.35 . . . 0.801.10 0.150.25 . . .4135 0.320.39 0.650.95 0.035 0.040

25、 0.150.35 . . . 0.801.10 0.150.25 . . .4137 0.350.40 0.700.90 0.035 0.040 0.150.35 . . . 0.801.10 0.150.25 . . .4140 0.360.44 0.751.00 0.035 0.040 0.150.35 . . . 0.801.10 0.150.25 . . .4142 0.380.46 0.751.00 0.035 0.040 0.150.35 . . . 0.801.10 0.150.25 . . .4145 0.430.48 0.751.00 0.035 0.040 0.150.3

26、5 . . . 0.801.10 0.150.25 . . .4150 0.480.53 0.751.00 0.035 0.040 0.150.35 . . . 0.801.10 0.150.25 . . .4340 0.380.43 0.600.80 0.035 0.040 0.150.35 1.652.00 0.700.90 0.200.30 . . .E4340 0.380.43 0.650.85 0.025 0.025 0.150.35 1.652.00 0.700.90 0.200.30 . . .4615 0.130.18 0.450.65 0.035 0.040 0.150.35

27、 1.652.00 . . . 0.200.30 . . .4617 0.150.20 0.450.65 0.035 0.040 0.150.35 1.652.00 . . . 0.200.30 . . .4620 0.170.22 0.450.65 0.035 0.040 0.150.35 1.652.00 . . . 0.200.30 . . .5160 0.560.64 0.751.00 0.035 0.040 0.150.35 . . . 0.700.90 . . . . . .6150 0.480.53 0.700.90 0.035 0.040 0.150.35 . . . 0.80

28、1.10 . . . 0.158615 0.130.18 0.700.90 0.035 0.040 0.150.35 0.400.70 0.400.60 0.150.25 . . .8617 0.150.20 0.700.90 0.035 0.040 0.150.35 0.400.70 0.400.60 0.150.25 . . .8620 0.180.23 0.700.90 0.035 0.040 0.150.35 0.400.70 0.400.60 0.150.25 . . .8622 0.200.25 0.700.90 0.035 0.040 0.150.35 0.400.70 0.40

29、0.60 0.150.25 . . .8625 0.230.28 0.700.90 0.035 0.040 0.150.35 0.400.70 0.400.60 0.150.25 . . .8627 0.250.30 0.700.90 0.035 0.040 0.150.35 0.400.70 0.400.60 0.150.25 . . .8630 0.280.33 0.700.90 0.035 0.040 0.150.35 0.400.70 0.400.60 0.150.25 . . .8637 0.350.40 0.751.00 0.035 0.040 0.150.35 0.400.70

30、0.400.60 0.150.25 . . .8640 0.380.43 0.751.00 0.035 0.040 0.150.35 0.400.70 0.400.60 0.150.25 . . .8655 0.510.59 0.751.00 0.035 0.040 0.150.35 0.400.70 0.400.60 0.150.25 . . .8742 0.400.45 0.751.00 0.035 0.040 0.150.35 0.400.70 0.400.60 0.200.30 . . .A829/A829M 112TABLE 2 Heat Analysis RangesAFor Al

31、loy Steel PlatesElementWhen Maximum of SpecifiedElement is, %RangeA%Carbon To 0.25, incl 0.06Over 0.25 to 0.40, incl 0.07Over 0.40 to 0.55, incl 0.08Over 0.55 to 0.70, incl 0.11Over 0.70 0.14Manganese To 0.45, incl 0.20Over 0.45 to 0.80, incl 0.25Over 0.80 to 1.15, incl 0.30Over 1.15 to 1.70, incl 0

32、.35Over 1.70 to 2.10, incl 0.40Sulfur To 0.060, inclOver 0.060 to 0.100, inclOver 0.100 to 0.140, incl0.020.040.05Silicon To 0.15, incl 0.08BOver 0.15 to 0.20, incl 0.10BOver 0.20 to 0.40, incl 0.15BOver 0.40 to 0.60, incl 0.20BOver 0.60 to 1.00, incl 0.30Over 1.00 to 2.20, incl 0.40Copper To 0.60,

33、inclOver 0.60 to 1.50, inclOver 1.50 to 2.00, incl0.200.300.35Nickel To 0.50 incl 0.20Over 0.50 to 1.50, incl 0.30Over 1.50 to 2.00, incl 0.35Over 2.00 to 3.00, incl 0.40Over 3.00 to 5.30, incl 0.50Over 5.30 to 10.00, incl 1.00Chromium To 0.40, incl 0.20Over 0.40 to 0.80, incl 0.25Over 0.80 to 1.05,

34、 incl 0.30Over 1.05 to 1.25, incl 0.35Over 1.25 to 1.75, incl 0.50Over 1.75 to 3.99, incl 0.60Molybdenum To 0.10, incl 0.05Over 0.10 to 0.20, incl 0.07Over 0.20 to 0.50, incl 0.10Over 0.50 to 0.80, incl 0.15Over 0.80 to 1.15, incl 0.20Vanadium To 0.25, inclOver 0.25 to 0.50, incl0.050.10ARange is th

35、e arithmetical difference between the two limits.BA range of 0.25 is commonly specified for this level of silicon, rather than the range listed.TABLE 3 Tensile Strength RangesSpecified Maximum Tensile Strength,ksi MPaTensile Strength Range,ksi MPaUp to 70 480 15 100Over 70 to 110 480 to 760 20 135Ov

36、er 110 to 140 760 to 965 25 170A829/A829M 113SUPPLEMENTARY REQUIREMENTSSupplementary requirements shall not apply unless specified in the purchase order or contract.Standardized supplementary requirements for use at the option of the purchaser are listed inSpecification A6/A6M. Those that are consid

37、ered suitable for use with this specification are listed bytitle:S1. Vacuum Treatment,S2. Product Analysis, andS8. Ultrasonic Examination.SUMMARY OF CHANGESCommittee A01 has identified the location of selected changes to this standard since the last issue(A829/A829M 06) that may impact the use of th

38、is standard. (Approved Nov. 15, 2011.)(1) Table 1 was revised.ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such

39、patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited

40、either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fa

41、ir hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this st

42、andard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).A829/A829M 114