ASTM A786 A786M-2015 Standard Specification for Hot-Rolled Carbon Low-Alloy High-Strength Low-Alloy and Alloy Steel Floor Plates《热轧碳素 低合金 高强度低合金和合金钢楼板的标准规格》.pdf

《ASTM A786 A786M-2015 Standard Specification for Hot-Rolled Carbon Low-Alloy High-Strength Low-Alloy and Alloy Steel Floor Plates《热轧碳素 低合金 高强度低合金和合金钢楼板的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM A786 A786M-2015 Standard Specification for Hot-Rolled Carbon Low-Alloy High-Strength Low-Alloy and Alloy Steel Floor Plates《热轧碳素 低合金 高强度低合金和合金钢楼板的标准规格》.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)A786/A786M 15Standard 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

2、original adoption 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 U.S. Departm

3、ent of Defense.1. Scope Scope*1.1 This specification covers carbon, low-alloy, high-strength low-alloy, and alloy steel hot-rolled floor plates for flooring,stairways, transportation equipment, and general structural purposes. While it is generally provided in the as-rolled condition, floorplate als

4、o may be provided in the heat-treated condition, depending on the material specification. Rolled floor plates have raisedfigures at regular intervals on one surface of the plate.1.2 Floor plate is available in dimensions that meet the classification size limits for sheet, heavy thickness sheet coil,

5、 or plate.Maximum thickness for product delivered under this specification is 1 in. 25 mm.1.3 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended useor service will be utilized. See Appendix X3 of Specification A6/A6M for informatio

6、n on weldability.1.4 The values stated in either inch-pound units or SI units are to be regarded separately as standard. The values stated in eachsystem are not exact equivalents; therefore, each system is to be used independently of the other, without combining values.2. Referenced Documents2.1 AST

7、M Standards:2A6/A6M Specification for General Requirements for Rolled Structural 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-Alloy Structural SteelA

8、514/A514M Specification for High-Yield-Strength, Quenched and Tempered Alloy Steel Plate, Suitable for WeldingA568/A568M Specification for Steel, Sheet, Carbon, Structural, and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled,General Requirements forA570/A570M Specification for Structural Steel,

9、 Sheet and Strip, Carbon, Hot-Rolled (Withdrawn 2000)3A572/A572M Specification for High-Strength Low-Alloy Columbium-Vanadium Structural SteelA573/A573M Specification for Structural Carbon Steel Plates of Improved ToughnessA588/A588M Specification for High-Strength Low-Alloy Structural Steel, up to

10、50 ksi 345 MPa Minimum Yield Point, withAtmospheric Corrosion ResistanceA606/A606M Specification for Steel, Sheet and Strip, High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, with ImprovedAtmospheric Corrosion ResistanceA635/A635M Specification for Steel, Sheet and Strip, Heavy-Thickness Coils,

11、Hot-Rolled, Alloy, Carbon, Structural,High-Strength Low-Alloy, and High-Strength Low-Alloy with Improved Formability, General Requirements forA659/A659M Specification for Commercial Steel (CS), Sheet and Strip, Carbon (0.16 Maximum to 0.25 Maximum Percent),Hot-RolledA709/A709M Specification for Stru

12、ctural Steel for BridgesA829/A829M Specification for Alloy Structural Steel Plates1 This specification is under the jurisdiction ofASTM Committee A01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of Subcommittee A01.02on Structural Steel for Bridges, Buildings, Rolling

13、 Stock and Ships.Current edition approved Oct. 1, 2009Nov. 1, 2015. Published December 2009December 2015. Originally approved in 1981. Last previous edition approved in 20052009as A786/A786M 05.A786/A786M 05 (2009). DOI: 10.1520/A0786_A0786M-05R09.10.1520/A0786_A0786M-15.2 For referencedASTM standar

14、ds, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.This document is not an ASTM standard and is intended only to provide the user of an ASTM

15、 standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published b

16、y ASTM is to be considered the official document.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1A830/A830M Specification for Plates, Carbon Steel, Structural Quality, F

17、urnished to Chemical Composition RequirementsA941 Terminology Relating to Steel, Stainless Steel, Related Alloys, and FerroalloysA1011/A1011M Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultr

18、a-High StrengthA1018/A1018M Specification for Steel, Sheet and Strip, Heavy-Thickness Coils, Hot-Rolled, Carbon, Commercial, Drawing,Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength3. Terminology3.1 DefinitionsFor definitions of terms us

19、ed in this specification, refer to Terminology A941.4. Surface Pattern4.1 Individual floor plate patterns are unique to each manufacturer and are not identical in dimension or appearance to patternsmanufactured by other manufacturers, although there may be a close resemblance. Typical patterns are s

20、hown in Fig. 1.Manufacturers generally produce only one of the patterns shown.4.2 Pattern size, shape, and minimum pattern height size and shape are not addressed in this specification due to the differencesin individual manufacturers patterns and production methods. Where a need for these attribute

21、s exists, purchasers should consultthe manufacturer.4.3 Minimum pattern height shall be 0.020 in. 0.5 mm for material with a base thickness equal to or greater than 0.070 in.1.8 mm. The minimum pattern height shall be 0.015 in. 0.4 mm for material with a base thickness less than 0.070 in. 1.8 mm.5.

22、Ordering Information5.1 Information items to be considered, if appropriate, for inclusion in purchase orders are as follows:5.1.1 Quantity (weight mass or number of pieces),5.1.2 ASTM designation and year of issue,5.1.3 Chemical composition limits or ASTM material designation and grade (if applicabl

23、e) and year of issue (if neither isspecified, the product will be supplied 0.33 % maximum carbon, by heat analysis, and without specified mechanical properties).5.1.4 Dimensions (decimal thickness, width, and either cut length of plate or coil size and weight mass requirements asapplicable),5.1.5 Co

24、ndition, if other than as-rolled,5.1.6 Product form (plate, sheet, or coil) and pattern from Fig. 1. As indicated in 4.2, if specific pattern attributes, or somealternative pattern, are desired, the purchaser will need to consult with the manufacturer,5.1.7 Product analysis (see 9.3),5.1.8 Copper-be

25、aring steel, if required (see 9.4).6. General Requirements6.1 Except as otherwise specified, product furnished under this specification as plate shall conform to the applicablerequirements of Specification A6/A6M.6.2 Except as otherwise specified, product furnished under this specification as sheet

26、shall conform to the applicablerequirements of Specification A568/A568M.6.3 Except as otherwise specified, product furnished under this specification as heavy-thickness coil shall conform to theapplicable requirements of Specification A635/A635M.6.4 In case of any conflict in requirements with this

27、specification and a referenced material specification, the requirements ofthis specification shall prevail.7. Material7.1 ASTM specifications that are currently available for floor plate production include, but are not limited to, the followingspecifications: A36/A36M, A131/A131M, A242/A242M, A514/A

28、514M, A570/A570M, A572/A572M, A573/A573M, A588/A588M, A606/A606M, A659/A659M, A709/A709M, A829/A829M, A830/A830M, A1011/A1011M, and A1018/A1018M.8. Manufacture8.1 The steel shall be made by any process that conforms to the requirements of the material specification specified in thepurchase order (se

29、e 5.1.3), if any.9. Chemical Composition Limits9.1 Specified to Chemical Composition Limits OnlyThe heat analysis shall conform to the chemical limits specified in thepurchase order.A786/A786M 1529.2 Specified to an ASTM SpecificationThe heat analysis shall conform to the chemical requirements liste

30、d in the applicablespecification.9.3 Where specified in the purchase order, product analyses shall be performed at the frequency specified in the purchase order,and such analyses shall conform to the applicable specified limits for heat analysis, subject to the permitted variations in productanalysi

31、s in Specification A6/A6M.9.4 If copper-bearing is specified in the purchase order, the material shall contain at least 0.20 % copper, by heat analysis.10. Tensile Properties10.1 The material as represented by the test specimen shall conform to the requirements for yield point or yield strength, and

32、tensile strength in the ordered specification. The tension test shall be conducted on specimens with the raised figures present.Thickness is measured at a position between the raised figures in an area unaffected by the pattern.FIG. 1 Floor Plate Patterns (Full Scale)A786/A786M 15310.2 Percent elong

33、ation, and reduction of area where applicable, are not required for rolled floor plate.FIG. 2FIG. 3 Camber for Raised Figures for Floor Plates (see Table 4 or Table A1.3)A786/A786M 15411. Permitted Variations11.1 For plates and sheets, the permitted variations in dimensions shall be as given in Tabl

34、es 1-3, Fig. 3, Table 4, Fig. 4, Table5, Fig. 5, and Table 6 Tables A1.1 to A1.6, inclusive.12. Certification12.1 Test ReportsTest reports shall be furnished as required by SpecificationSpecifications A6/A6M, A568/A568M, orA635/A635M as applicable, and shall include the ASTM designation and year of

35、issue of this specification and the applicableASTM material designation.ASTM product standard, if applicable.12.2 IdentificationIdentification markings shall indicate the designation (year of issue not required) of this specification andthe applicable ASTM material designation.ASTM product standard,

36、 if applicable.13. Keywords13.1 alloy; carbon; floor plate; flooring; high-strength low-alloy; pattern; raised figures; stairways; steel; structural steel;transportation equipmentFIG. 4 Camber for Rectangular Sheared Floor Plates and Gas-Cut Floor Plates (see Table 5 or Table A1.4)A786/A786M 155TABL

37、E 1 Permitted Variations in Thickness for Floor PlatesNOTE 1Thickness to be measured at 38 to 34 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 ta

38、ble, rounded to the nearest 0.010 in. for sheets, and 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 forPlate

39、s, in.BTo 0.080, incl 0.012 . . .Over 0.080 to 0.125, 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 0.05A The specified thickness range captions also apply when rolled floor plate is specifi

40、ed to a minimum thickness, in which case the permitted variations are all over andequal to twice the tabular values.B Permitted variation under specified thickness, 0.01 in.TABLE 2 Permitted Variations in Width and Length for Floor PlatesPermitted Variations Over Specified Width and Length for Speci

41、fied Thicknesses Given in Inches, 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 120 38 12 716 58 12 1120 to 240, excl 38 34 12 78 58 1-18240 to 360, excl 38 1 12 1-18 58 1-12360 to 480, incl 716

42、1-14 12 1-38 58 1-58Over 480 12 1-12 916 1-12 34 1-34A Permitted 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 Sk

43、etch Floor PlatesANOTE 1When the longer dimension is under 36 in., the permitted variation from a flat surface shall not exceed 14 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,

44、 but in no caseless than 14 in.NOTE 2These permitted variations 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 tens

45、ile strength or comparablechemical composition or hardness.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

46、been defined.Permitted Variations from a Flat Surface 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, excl 34 78 1-116 1-38 . . .0.100 to 0.250, excl 916 34 1516 1-14 1-38 1-12 1-5

47、80.250 to 0.375, excl 12 58 34 1516 1-18 1-14 1-380.375 to 0.500, excl 12 916 58 58 34 78 10.500 to 0.750, excl 716 12 916 58 58 34 10.750 to 1.000, excl 716 12 916 58 58 58 341.000 38 12 12 916 916 58 58A For coils, the requirements of either Specification A568/A568M or Specification A635/A635M app

48、ly.B Permitted Variation from a Flat Surface Along the LengthThe longer dimension specified is considered 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

49、longer plates.C Permitted Variation from a Flat Surface Across the WidthThe permitted variation from a flat surface across the width shall not exceed the tabular amount for thespecified width.A786/A786M 156TABLE 4 Permitted Raised Figure Camber for Floor Plates(see Fig. 3)Permitted raised figure camberA , in. = 38 (number of feet of length/5)A Raised figure camber is the curvature of the raised figures in the length direction, measured over the entire length