ASTM A786 A786M-2005(2009) Standard Specification for Hot-Rolled Carbon Low-Alloy High-Strength Low-Alloy and Alloy Steel Floor Plates《热轧碳、低合金、高强低合金及合金波纹钢板用标准规范》.pdf

《ASTM A786 A786M-2005(2009) Standard Specification for Hot-Rolled Carbon Low-Alloy High-Strength Low-Alloy and Alloy Steel Floor Plates《热轧碳、低合金、高强低合金及合金波纹钢板用标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM A786 A786M-2005(2009) Standard Specification for Hot-Rolled Carbon Low-Alloy High-Strength Low-Alloy and Alloy Steel Floor Plates《热轧碳、低合金、高强低合金及合金波纹钢板用标准规范》.pdf（10页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A786/A786M 05 (Reapproved 2009)Standard Specification forHot-Rolled Carbon, Low-Alloy, High-Strength Low-Alloy, andAlloy Steel Floor Plates1This standard is issued under the fixed designation A786/A786M; the number immediately following the designation indicates the yearof original adop

2、tion or, in the 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 Department of Defense.1.

3、Scope1.1 This specification covers carbon, low-alloy, high-strength low-alloy, and alloy steel hot-rolled floor plates forflooring, stairways, transportation equipment, and generalstructural purposes. While it is generally provided in theas-rolled condition, floor plate also may be provided in thehe

4、at-treated condition, depending on the material specification.Rolled floor plates have raised figures at regular intervals onone surface of the plate.1.2 Floor plate is available in dimensions that meet theclassification size limits for sheet, heavy thickness sheet coil,or plate. Maximum thickness f

5、or product delivered under thisspecification is 1 in. 25 mm.1.3 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 Specifica-tion A6/A6M for information on weldability.1.4 The value

6、s stated in either inch-pound units or SI unitsare to be regarded separately as standard. The values stated ineach system are not exact equivalents; therefore, each system isto be used independently of the other, without combiningvalues.2. Referenced Documents2.1 ASTM Standards:2A6/A6M Specification

7、 for General Requirements for RolledStructural Steel Bars, Plates, Shapes, and Sheet PilingA36/A36M Specification for Carbon Structural SteelA131/A131M Specification for Structural Steel for ShipsA242/A242M Specification for High-Strength Low-AlloyStructural SteelA514/A514M Specification for High-Yi

8、eld-Strength,Quenched and Tempered Alloy Steel Plate, Suitable forWeldingA568/A568M Specification for Steel, Sheet, Carbon, Struc-tural, and High-Strength, Low-Alloy, Hot-Rolled andCold-Rolled, General Requirements forA570/A570M Specification for Steel, Sheet and Strip, Car-bon, Hot-Rolled, Structur

9、al Steel3A572/A572M Specification for High-Strength Low-AlloyColumbium-Vanadium Structural SteelA573/A573M Specification for Structural Carbon SteelPlates of Improved ToughnessA588/A588M Specification for High-Strength Low-AlloyStructural Steel, up to 50 ksi 345 MPa Minimum YieldPoint, with Atmosphe

10、ric Corrosion ResistanceA606/A606M Specification for Steel, Sheet and Strip,High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled,with Improved Atmospheric Corrosion ResistanceA635/A635M Specification for Steel, Sheet and Strip,Heavy-Thickness Coils, Hot-Rolled, Alloy, Carbon, Struc-tural, High-Stren

11、gth Low-Alloy, and High-Strength Low-Alloy with Improved Formability, General RequirementsforA659/A659M Specification for Commercial Steel (CS),Sheet and Strip, Carbon (0.16 Maximum to 0.25 Maxi-mum Percent), Hot-RolledA709/A709M Specification for Structural Steel for BridgesA829/A829M Specification

12、 forAlloy Structural Steel PlatesA830/A830M Specification for Plates, Carbon Steel, Struc-tural Quality, Furnished to Chemical Composition Re-quirementsA941 Terminology Relating to Steel, Stainless Steel, Re-lated Alloys, and FerroalloysA1011/A1011M Specification for Steel, Sheet and Strip,Hot-Rolle

13、d, Carbon, Structural, High-Strength Low-Alloy,High-Strength Low-Alloy with Improved Formability, andUltra-High StrengthA1018/A1018M Specification for Steel, Sheet and Strip,Heavy-Thickness Coils, Hot-Rolled, Carbon, Commercial,1This specification is under the jurisdiction of ASTM Committee A01 on S

14、teel,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 Oct. 1, 2009. Published December 2009. Originallyapproved in 1981. Last previous edition approved in 2005 as A78

15、6/A786M 05.DOI: 10.1520/A0786_A0786M-05R09.2For 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.3Withdrawn. The la

16、st approved version of this historical standard is referencedon www.astm.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.Drawing, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, andUltra-Hi

17、gh Strength3. Terminology3.1 DefinitionsFor definitions of terms used in this speci-fication, refer to Terminology A941.4. Surface Pattern4.1 Individual floor plate patterns are unique to each manu-facturer and are not identical in dimension or appearance topatterns manufactured by other manufacture

18、rs, although theremay be a close resemblance. Typical patterns are shown in Fig.1. Manufacturers generally produce only one of the patternsshown.4.2 Pattern size, shape, and minimum pattern height are notaddressed in this specification due to the differences in indi-vidual manufacturers patterns and

19、 production methods. Wherea need for these attributes exists, purchasers should consult themanufacturer.5. Ordering Information5.1 Information items to be considered, if appropriate, forinclusion in purchase orders are as follows:FIG. 1 Floor Plate Patterns (Full Scale)A786/A786M 05 (2009)25.1.1 Qua

20、ntity (weight mass or number of pieces),5.1.2 ASTM designation and year of issue,5.1.3 Chemical composition limits or ASTM material des-ignation and grade (if applicable) and year of issue (if neitherFIG. 2FIG. 3 Camber for Raised Figures for Floor Plates (see Table 4 or Table A1.3)A786/A786M 05 (20

21、09)3is specified, the product will be supplied 0.33 % maximumcarbon, by heat analysis, and without specified mechanicalproperties).5.1.4 Dimensions (decimal thickness, width, and either cutlength of plate or coil size and weight mass requirements asapplicable),5.1.5 Condition, if other than as-rolle

22、d,5.1.6 Product form (plate, sheet, or coil) and pattern fromFig. 1.As indicated in 4.2, if specific pattern attributes, or somealternative pattern, are desired, the purchaser will need toconsult with the manufacturer,5.1.7 Product analysis (See 9.3),5.1.8 Copper-bearing steel, if required (See 9.4)

23、6. General Requirements6.1 Except as otherwise specified, product furnished underthis specification as plate shall conform to the applicablerequirements of Specification A6/A6M.6.2 Except as otherwise specified, product furnished underthis specification as sheet shall conform to the applicablerequir

24、ements of Specification A568/A568M.6.3 Except as otherwise specified, product furnished underthis specification as coil shall conform to the applicablerequirements of Specification A635/A635M.6.4 In case of any conflict in requirements with this speci-fication and a referenced material specification

25、, the require-ments of this specification shall prevail.7. Material7.1 ASTM specifications that are currently available forfloor plate production include, but are not limited to, thefollowing specifications: A36/A36M, A131/A131M, A242/A242M, A514/A514M, A570/A570M, A572/A572M, A573/A573M, A588/A588M

26、, A606/A606M, A659/A659M, A709/A709M, A829/A829M, A830/A830M, A1011/A1011M, andA1018/A1018M.8. Manufacture8.1 The steel shall be made by any process that conforms tothe requirements of the material specification specified in thepurchase order (see 5.1.3), if any.9. Chemical Composition Limits9.1 Spe

27、cified to Chemical Composition Limits OnlyTheheat analysis shall conform to the chemical limits specified inthe purchase order.9.2 Specified to an ASTM SpecificationThe heat analysisshall conform to the chemical requirements listed in theapplicable specification.FIG. 4 Camber for Rectangular Sheared

28、 Floor Plates and Gas-Cut Floor Plates (see Table 5 or Table A1.4)A786/A786M 05 (2009)49.3 Where specified in the purchase order, product analysesshall be performed at the frequency specified in the purchaseorder, and such analyses shall conform to the applicablespecified limits for heat analysis, s

29、ubject to the permittedvariations in product analysis in Specification A6/A6M.9.4 If copper-bearing is specified in the purchase order, thematerial shall contain at least 0.20 % copper, by heat analysis.10. Tensile Properties10.1 The material as represented by the test specimen shallconform to the r

30、equirements for yield point or yield strength,and tensile strength in the ordered specification. The tensiontest shall be conducted on specimens with the raised figurespresent. Thickness is measured at a position between the raisedfigures in an area unaffected by the pattern.10.2 Percent elongation,

31、 and reduction of area where appli-cable, are not required for rolled floor plate.11. Permitted Variations11.1 For plates and sheets, the permitted variations indimensions shall be as given in Tables 1-3, Fig. 3, Table 4, Fig.4, Table 5, Fig. 5, and Table 6 Tables A1.1 to A1.6, inclusive.12. Certifi

32、cation12.1 Test ReportsTest reports shall be furnished as re-quired by Specification A6/A6M, and shall include the ASTMdesignation and year of issue of this specification and theapplicable ASTM material designation.12.2 IdentificationIdentification markings shall indicatethe designation (year of iss

33、ue not required) of this specificationand the applicable ASTM material designation.13. Keywords13.1 alloy; carbon; floor plate; flooring; high-strength low-alloy; pattern; raised figures; stairways; steel; structural steel;transportation equipmentTABLE 1 Permitted Variations in Thickness for Floor P

34、latesNOTE 1Thickness to be measured at38 to34 in. from the longitudinal edge.NOTE 2For thickness measured at any location other than that specified in Note 1, the permitted variations over specified thickness shall be 134 timesthe amounts in this table, rounded to the nearest 0.010 in. for sheets, a

35、nd to the nearest 0.01 in. for plates.NOTE 3Where “. . .” appears in this table, there is no requirement.Specified Thickness, in.Permitted Variation Overand Under SpecifiedThickness for Sheets,in.APermitted Variation OverSpecified Thickness forPlates, in.BTo 0.080, incl 0.012 . . .Over 0.080 to 0.12

36、5, incl 0.014 . . .Over 0.125 to 0.190, incl 0.015 0.03Over 0.190 to 0.250, incl 0.017 0.04Over 0.250 to 0.395, incl 0.018 0.05Over 0.395 to 1.000, incl 0.020 0.05AThe specified thickness range captions also apply when rolled floor plate is specified to a minimum thickness, in which case the permitt

37、ed variations are all over andequal to twice the tabular values.BPermitted variation under specified thickness, 0.01 in.A786/A786M 05 (2009)5TABLE 2 Permitted Variations in Width and Length for Floor PlatesPermitted Variations Over Specified Width and Length for Specified Thicknesses Given in Inches

38、, in.ASpecified Dimension, in. Under 0.375 0.375 to 0.625, excl 0.625 to 1.000, inclWidth Length Width Length Width Length Width LengthTo 96, incl Under 12038127165812 1120 to 240, excl3834127858 1-18240 to 360, excl38 112 1-1858 1-12360 to 480, incl716 1-1412 1-3858 1-58Over 48012 1-12916 1-1234 1-

39、34APermitted variations under specified width and length:14 in., for specified thicknesses of 0.188 in. and over; and18 in., for specified thicknesses under 0.188 in.TABLE 3 Permitted Variations from a Flat Surface for Rectangular, Circular, and Sketch Floor PlatesANOTE 1When the longer dimension is

40、 under 36 in., the permitted variation from a flat surface shall not exceed14 in. When the longer dimensionis from 36 to 72 in., incl, the permitted variation from a flat surface shall not exceed 75 % of the tabular amount for the specified width, but in no caseless than14 in.NOTE 2These permitted v

41、ariations apply to plates that have a specified minimum tensile strength of not more than 60 ksi or comparable chemicalcomposition or hardness. The limits in this table are increased 50 % for floor plates that have a higher specified minimum tensile strength or comparablechemical composition or hard

42、ness.NOTE 3This table and these notes cover the permitted variations from a flat surface for circular and sketch floor plates, based upon the maximumdimensions of such plates.NOTE 4Where an ellipsis (.) appears in the table, that product has not been defined.Permitted Variations from a Flat Surface

43、for Specified Widths Given in Inches, in.B,CSpecified Thickness, in. To 36, excl 36 to 48, excl 48 to 60, excl 60 to 72, excl 72 to 84, excl 84 to 96, excl 96To 0.100, excl3478 1-116 1-38 . . .0.100 to 0.250, excl916341516 1-14 1-38 1-12 1-580.250 to 0.375, excl1258341516 1-18 1-14 1-380.375 to 0.50

44、0, excl1291658583478 10.500 to 0.750, excl71612916585834 10.750 to 1.000, excl71612916585858341.0003812129169165858AFor coils, the requirements of either Specification A568/A568M or Specification A635 apply.BPermitted Variation from a Flat SurfaceAlong the LengthThe longer dimension specified is con

45、sidered the length, and the permitted variation from a flat surface alongthe length shall not exceed the tabular amount for the specified width for plates up to 4000 mm in length, or in any 4000 mm for longer plates.CPermitted Variation from a Flat Surface Across the WidthThe permitted variation fro

46、m a flat surface across the width shall not exceed the tabular amount for thespecified width.TABLE 4 Permitted Raised Figure Camber for Floor Plates(see Fig. 3)Permitted raised figure camberA,in.=38 3 (number of feet of length/5)ARaised figure camber is the curvature of the raised figures in the len

47、gth direction, measured over the entire length of the plate.TABLE 5 Permitted Camber for Rectangular Sheared Plates and Gas-Cut Floor Plates (see Fig. 4)Specified Thickness,in.Specified Width,in.Permitted CamberA,in.To 1.000, incl To 96, incl18 3 (number of feet of length)/5ACamber is the horizontal

48、 edge curvature in the length, measured over the entire length of the plate in the flat position.A786/A786M 05 (2009)6FIG. 5 Description of Pattern RunoutTABLE 6 Permitted Pattern Runout for Raised Figures for Floor Plates Carbon, Low-Alloy, High-Strength Low-Alloy, and Alloy Steel(see Fig. 5)Permit

49、ted pattern runoutA= three (3) rows in 10 ftAPattern runout is the degree to which the pattern deviates from parallel to the longitudinal direction of the rolled plate.A786/A786M 05 (2009)7SUPPLEMENTARY 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 considered suitable for use with th