ASTM A793-1996(2014) Standard Specification for Rolled Floor Plate Stainless Steel《不锈钢轧制楼板的标准规格》.pdf

1、Designation: A793 96 (Reapproved 2014)Standard Specification forRolled Floor Plate, Stainless Steel1This standard is issued under the fixed designation A793; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision

2、. A number in parentheses indicates the year of last reapproval. Asuperscript 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 specification covers stainless steel flo

3、or plates in.and under for use in galley spaces, washrooms, engine rooms,and machinery spaces, and for ladder treads, gun platforms,and deck treads. For these uses, Patterns A, B, and C areconsidered interchangeable (see Fig. 1, Fig. 2, and Fig. 3).1.2 The values stated in inch-pound units are to be

4、 regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.2. Referenced Documents2.1 ASTM Standards:2A340 Terminology of Symbols and Definitions Relating toMagnetic TestingA370 Test Methods and

5、Definitions for Mechanical Testingof Steel ProductsA480/A480M Specification for General Requirements forFlat-Rolled Stainless and Heat-Resisting Steel Plate,Sheet, and StripA700 Practices for Packaging, Marking, and Loading Meth-ods for Steel Products for Shipment (Withdrawn 2014)32.2 Military Stand

6、ards:MIL-I-17214 Indicator, Permeability; Low Mu (Go-NoGo)4MIL-STD-163 Preservation of Steel Products for DomesticShipment (Storage and Overseas Shipment)43. Ordering Information3.1 It is the responsibility of the purchaser to specify allrequirements that are necessary for material ordered under thi

7、sspecification. Such requirements may include, but are notlimited to, the following:3.1.1 Quantitynumber of pieces,3.1.2 Dimensions (thickness, width, and length, see Table1),3.1.3 Name of material (stainless steel floor plate),3.1.4 Grade (see Table 2),3.1.5 Flat back or hollow back (See Table 1),3

8、.1.6 Surface finish (see Specification A480/A480M),3.1.7 Special requirements, such as magnetic permeabilitytest (see 6.3),3.1.8 ASTM designation and date of issue,3.1.9 Preparation for delivery, if different from SpecificationA480/A480M, and3.1.10 Marking requirements, if different from Specificati

9、onA480/A480M.NOTE 1A typical ordering description is as follows: 100 pieces,stainless steel floor plates, 0.1875 by 60 by 120 in., Type 304 (S30400),ASTM 793 XX.4. Materials and Manufacture4.1 The steel floor plate material shall conform to therequirements of one of the grades listed in Table 2.4.2

10、Annealing shall be the last heat treatment to which thematerial is subjected by the manufacturer.4.3 The stainless steel floor plate shall be of the followingpatterns, at the option of the manufacturer:4.3.1 Pattern AAngular (see Fig. 1).4.3.2 Pattern BAngular (see Fig. 2).4.3.3 Pattern CAngular (se

11、e Fig. 3).5. Chemical Composition5.1 The heat chemical composition shall be reported to thepurchaser, or his representative, and shall conform to therequirements for the specified grade as listed in Table 2.5.2 For the purpose of chemical analysis, a lot shall consistof all floor plates and sheets m

12、ade from the same heat. In casethe material cannot be identified by melt or heat, a lot shall1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.17 on Flat-Rolled and Wrought Stainless Ste

13、el.Current edition approved March 1, 2014. Published April 2014. Originallyapproved in 1981. Last previous edition approved in 2009 as A793 96 (2009).DOI: 10.1520/A0793-96R14.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For

14、 Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3The last approved version of this historical standard is referenced onwww.astm.org.4Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,Section D, 700 Robbins Ave., Phi

15、ladelphia, PA 19111-5098, http:/www.dodssp.daps.mil.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1consist of not more than 25 tons (22.7 Mg) of floor plates andsheets offered for delivery at the same time.5.3 One sample of suitable

16、size shall be selected from eachlot identified by heat. When the material cannot be identifiedby melt or heat, five separate samples from each lot shall beselected. Samples may be taken from bend test specimensrepresentative of the lot. The chemical compositions thusdetermined shall conform to the e

17、xpanded tolerances forproduct analysis shown in Table 2 of Specification A480/A480M. If any sample fails to conform, this shall be cause forrejection of the lot represented by the sample.6. Mechanical Properties6.1 Lot SizeA lot shall consist of all floor plates of thesame thickness made from the sa

18、me heat. In case the materialcannot be identified by melt, a lot shall consist of not more than25 tons (22.7 Mg) of floor plates of the same thickness.6.2 Bend Test:6.2.1 From each lot, two longitudinal cold bend testspecimens, 18 in. long by 2 in. wide (457 by 51 mm), shall beselected. When a lot c

19、annot be identified by melt, fivelongitudinal cold bend test specimens, 18 in. long by 2 in.wide, shall be selected. Each of the specimens shall be takenfrom a different plate.6.2.2 The specimens shall be bent cold, with the figures inthe inside of the bend test specimens, through an angle of 180fla

20、t on itself. The raised figures shall not be removed and thematerial shall not fracture nor develop cracks or flaws whensubjected to the cold bend test. In the case of failure of any ofthe bend test specimens to conform, this shall be cause forrejection of the lot represented by the sample (see Test

21、Methods and Definitions A370).6.3 Magnetic Permeability Test:6.3.1 When magnetic permeability is specified, a lot shallconsist of all floor plates of the same thickness made from thesame melt. In case the material cannot be identified by melt, alot shall consist of not more than 25 tons (22.7 Mg) of

22、 floorplates of the same thickness.6.3.2 Specimen for magnetic permeability test shall be aminimum of 1316 in. wide by 2 in. by not more than12 in.thick (30 by 50 by 13 mm). The samples shall be large enoughthat any cold work induced by cutting the sample from themaster plate shall not affect the ma

23、gnetic permeability test. Thesample shall be tested in the as mill annealed condition.6.3.3 The magnetic permeability shall not exceed 1.20 whenthe magnetic permeability indicator of MIL-I-17214 is used. Incase of failure of the specimen to comply, this shall be causefor rejection of the lot represe

24、nted by the sample (see Termi-nology A340).7. Permissible Variations in Dimensions7.1 Dimensions, weights, and special characteristics of Pat-ternsA, B, and C shall be as specified in Table 1. The stainlesssteel floor plates shall have raised figures on one surface of thefloor plate.The reverse side

25、 shall be flat, except that the portionbelow the raised figure on plates having a nominal weightbelow 5.25 lb/ft2(25.5 kg/m2) may be hollow.7.2 Plates shall not exceed the respective weight specified inTable 1 by more than 8 %.7.3 Variations over the specified width and length shall notexceed the am

26、ounts permitted in Table 3. Variations under thespecified width and length shall not exceed14 in. (6.3 mm).7.4 The thickness of the floor plates shall conform to therequirements of Table 1 and shall be measured at least38 in.(9.5 mm) from the edge of the plate exclusive of the raisedfigures.7.5 Camb

27、er TolerancesThe camber tolerance for likeraised figures of rolled floor plates shall be determined by thefollowing equation:Camber tolerance, in. 53/8 3number of feet of length5NOTE 2Length shall be taken as the direction along which the camberis to be measured.FIG. 1 Pattern A (percent of reductio

28、n, 61 %)FIG. 2 Pattern B (original of raised figures approximately 1 in.,percent of reduction 61 %)A793 96 (2014)27.6 Floor plates of stainless steel shall have figures not lessthan58 in. (15.9 mm) nor more than 112 in. (38.1 mm) longat the base. The figures shall have a uniform pitch from centerto

29、center as indicated by the dimensions shown in Fig. 1 andFig. 2. A variation of 6132 in. (0.8 mm) will be permitted.Angular pattern plates and sheets shall have the figuresarranged so that they are in an angular position from a verticalor horizontal line. Plates shall have a raised figure, and raise

30、dFIG. 3 Pattern CTABLE 1 Dimensions, Weights, and Special Characteristics of Patterns A, B, and CThickness of Plate atBase of Raised Figure(Nominal), in. (mm)Thickness of Plate atBase of Raised Figure,min, in. (mm)Hollow Back Flat BackWeight(Approximate),lb/ft2(kg/m2)AHeight of RaisedFigures, min,in

31、. (mm)Weight(Approximate),lb/ft2(kg/m2)AHeight of RaisedFigures, min,in. (mm)0.025 (0.64) 0.015 (0.38) 1.10 (5.37) 0.025 (0.64) . . . . . .0.03125 (0.79) 0.02125 (0.54) 1.40 (6.84) 0.025 (0.64) . . . . . .0.0375 (0.95) 0.027 (0.69) 1.65 (5.69) 0.025 (0.64) . . . . . .0.05 (1.27) 0.039 (0.99) 2.30 (1

32、1.23) 0.035 (0.89) . . . . . .0.0625 (1.59) 0.051 (1.30) 2.90 (14.16) 0.035 (0.89) . . . . . .0.078 (1.98) 0.063 (1.60) 3.50 (17.09) 0.035 (0.89) . . . . . .0.09375 (2.38) 0.079 (2.01) 3.938 (19.23) 0.035 (0.89) 4.875 (23.80) 0.035 (0.89)0.109 (2.77) 0.096 (2.44) 4.59 (22.41) 0.030 (0.76) 5.50 (26.8

33、5) 0.045 (1.14)0.125 (3.18) 0.110 (2.79) 5.25 (25.64) 0.030 (0.76) 6.125 (23.90) 0.055 (1.40)0.140 (3.56) 0.126 (3.20) . . . . . . 6.75 (32.96) 0.055 (1.40)0.156 (3.96) 0.141 (3.58) . . . . . . 7.375 (36.01) 0.055 (1.40)0.172 (4.37) 0.157 (3.99) . . . . . . 8.000 (39.06) 0.055 (1.40)0.1875 (4.76) 0.

34、173 (4.39) . . . . . . 8.625 (42.11) 0.060 (1.52)0.203 (5.16) 0.189 (4.80) . . . . . . 9.25 (45.16) 0.060 (1.52)0.218 (5.54) 0.204 (5.18) . . . . . . 9.875 (48.21) 0.060 (1.52)0.234 (5.94) 0.219 (5.56) . . . . . . 10.50 (51.27) 0.060 (1.52)0.250 (6.35) 0.235 (5.97) . . . . . . 11.125 (54.32) 0.060 (

35、1.52)AApproximate weights are shown for estimating convenience.TABLE 2 Heat Chemical Composition, %TypeUNS Des-ignationC, max Mn, max P, max S, max Si, max N, max Ni Cr Mo304 S30400 0.08 2.00 0.045 0.030 0.75 0.10 8.0010.50 18.0020.00 . . .304L S30403 0.030 2.00 0.045 0.030 0.75 0.10 8.0012.00 18.00

36、20.00 . . .316 S31600 0.08 2.00 0.045 0.030 0.75 0.10 10.0014.00 16.0018.00 2.003.00316L S31603 0.030 2.00 0.045 0.030 0.75 0.10 10.0014.00 16.0018.00 2.003.00A793 96 (2014)3portion of the plates shall cover at least 30 % of the totalsurface of one side of the plate. (Fig. 1 and Fig. 2 approximateac

37、tual horizontal dimensions and show the plates acceptable asto pattern of raised figures.)8. Workmanship8.1 Floor plates of stainless steel shall be uniform in qualityand condition, free of injurious defects, that, due to their natureor severity, may detrimentally affect the suitability for theservi

38、ce intended.8.2 Floor plates shall be sheared on a line of approximately45 to the axis of the figures and located so far as practicablein such position as to cut through the minimum amount ofraised figure.9. General Requirements for Delivery9.1 Material furnished under this specification shall con-f

39、orm to applicable requirements of the current edition ofSpecification A480/A480M.10. Inspection10.1 Inspection of the material by the purchasers represen-tative at the producing plant shall be made as agreed uponbetween the purchaser and the seller as part of the purchaseorder.11. Packaging, Marking

40、, and Loading11.1 Unless otherwise specified, packaging, marking, andloading shall be in accordance with those procedures recom-mended by Practices A700.11.2 For Government ProcurementWhen specified in thecontract or order, marking or preparation for shipment shall bein accordance with MIL-STD-163.A

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42、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 either for revision of this standard or for additional standard

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44、e 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 standard may be obtained by contacting ASTM at the aboveaddress o

45、r 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/).TABLE 3 Permissible Variations over Specified Width and Length of Reg

46、ular Sheared Plates, in. (mm)NOTE 1Any other ordered thickness may be subject to agreement between purchaser and seller.Specified DimensionsVariations over Specified Width and Length for Given Width, Length, and ThicknessThickness Under38 Thickness38 to12, inclWidth Length Width Length Width Length48 (1219) and under 240 (6096) and under18 (3.2)316 (4.8)316 (4.8)14 (6.4)Over 48 to 60 (1219 to 1524), incl 240 (6096) and under316 (4.8)14 (6.4)14 (6.4)516 (7.9)A793 96 (2014)4