ASTM A793-1996(2009) Standard Specification for Rolled Floor Plate Stainless Steel《不锈钢轧制楼板的标准规范》.pdf

1、Designation: A 793 96 (Reapproved 2009)Standard Specification forRolled Floor Plate, Stainless Steel1This standard is issued under the fixed designation A 793; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revisi

2、on. 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 Department of Defense.1. Scope1.1 This specification covers stainless steel floor

3、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 re

4、gardedas 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:2A 340 Terminology of Symbols and Definitions Relating toMagnetic TestingA 370 Test Methods and D

5、efinitions for Mechanical Testingof Steel ProductsA 480/A 480M Specification for General Requirements forFlat-Rolled Stainless and Heat-Resisting Steel Plate,Sheet, and StripA 700 Practices for Packaging, Marking, and LoadingMethods for Steel Products for Shipment2.2 Military Standards:MIL-I-17214 I

6、ndicator, Permeability; Low Mu (Go-NoGo)3MIL-STD-163 Preservation of Steel Products for DomesticShipment (Storage and Overseas Shipment)33. Ordering Information3.1 It is the responsibility of the purchaser to specify allrequirements that are necessary for material ordered under thisspecification. Su

7、ch 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),1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibilit

8、y of SubcommitteeA01.17 on Flat-Rolled and Wrought Stainless Steel.Current edition approved May 1, 2009. Published June 2009. Originallyapproved in 1981. Last previous edition approved in 2001 as A 793 96 (2001).2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Cus

9、tomer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/www.dodssp.daps

10、.mil.FIG. 1 Pattern A (percent of reduction, 61 %)FIG. 2 Pattern B (original of raised figures approximately 1 in.,percent of reduction 61 %)1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3.1.3 Name of material (stainless steel floo

11、r plate),3.1.4 Grade (see Table 2),3.1.5 Flat back or hollow back (See Table 1),3.1.6 Surface finish (see Specification A 480/A 480M),3.1.7 Special requirements, such as magnetic permeabilitytest (see 6.3),FIG. 3 Pattern CTABLE 1 Dimensions, Weights, and Special Characteristics of Patterns A, B, and

12、 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. (mm)Weight(Approximate),lb/ft2(kg/m2)AHeight of RaisedFigures, min,in. (mm)0.025 (0.64) 0.015

13、 (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 (11.23) 0.035 (0.89) . . . . . .0.0625 (1.59) 0.051 (1.30) 2.90 (14.16) 0.035 (0.89) . . . . . .0

14、.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 (26.85) 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.

15、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) 0.173 (4.39) . . . . . . 8.625 (42.11) 0.060 (1.52)0.203 (5.16) 0.189 (4.80) . . . . . . 9.25 (45

16、.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 (1.52)AApproximate weights are shown for estimating convenience.TABLE 2 Heat Chemical Compositio

17、n, %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 18.0020.00 . . .316 S31600 0.08 2.00 0.045 0.030 0.75 0.10 10.0014.00 16.0018.00 2.003.00316L S31603

18、 0.030 2.00 0.045 0.030 0.75 0.10 10.0014.00 16.0018.00 2.003.00A 793 96 (2009)23.1.8 ASTM designation and date of issue,3.1.9 Preparation for delivery, if different from SpecificationA 480/A 480M, and3.1.10 Marking requirements, if different from SpecificationA 480/A 480M.NOTE 1A typical ordering d

19、escription 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 Annealing shall be the last heat treatm

20、ent 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 (see Fig. 3).5. Chemical Composition5.1 Th

21、e 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 made from the same heat. In casethe mate

22、rial cannot be identified by melt or heat, a lot shallconsist 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 size shall be selected from eachlot identified by heat. When the material cannot be identifiedby melt or heat, f

23、ive 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 expanded tolerances forproduct analysis shown in Table 2 of Specification A 480/A 480M. If any sample fails to co

24、nform, 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 same heat. In case the materialcannot be identified by melt, a lot shall consist of not more than25 tons (22.7 M

25、g) of floor plates of the same thickness.6.2 Bend Test:6.2.1 From each lot, two longitudinal cold bend test speci-mens, 18 in. long by 2 in. wide (457 by 51 mm), shall beselected. When a lot cannot be identified by melt, fivelongitudinal cold bend test specimens, 18 in. long by 2 in.wide, shall be s

26、elected. 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 180flat on itself. The raised figures shall not be removed and thematerial shall not fracture nor develop cracks o

27、r 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 TestMethods and Definitions A 370).6.3 Magnetic Permeability Test:6.3.1 When magnetic permeability is specified,

28、 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 floorplates of the same thickness.6.3.2 Specimen for magnetic permeability test shall be aminimum of 1316

29、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 magnetic permeability test. Thesample shall be tested in the as mill annealed condition.6.3.3 The magnetic pe

30、rmeability 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 represented by the sample (see Termi-nology A 340).7. Permissible Variations in Dimensions7.1 Dimensions, weights,

31、 and special characteristics of Pat-terns A, 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 shall be flat, except that the portionbelow the raised figure on plates having a nominal weightbelow 5.

32、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 amounts permitted in Table 3. Variations under thespecified width and length shall not exceed14 in. (6.3 m

33、m).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 Camber TolerancesThe camber tolerance for likeraised figures of rolled floor plates shall be determined by t

34、hefollowing equation:TABLE 3 Permissible Variations over Specified Width and Length of Regular 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, an

35、d 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)A 793 96 (2009)3Camber tolerance, in. 53/8 3 nu

36、mber of feet of length5NOTE 2Length shall be taken as the direction along which the camberis to be measured.7.6 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 center

37、 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 raisedporti

38、on of the plates shall cover at least 30 % of the totalsurface of one side of the plate. (Fig. 1 and Fig. 2 approximateactual 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 conditio

39、n, free of injurious defects, that, due to their natureor severity, may detrimentally affect the suitability for theservice 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 minim

40、um amount ofraised figure.9. General Requirements for Delivery9.1 Material furnished under this specification shall con-form to applicable requirements of the current edition ofSpecification A 480/A 480M.10. Inspection10.1 Inspection of the material by the purchasers represen-tative at the producing

41、 plant shall be made as agreed uponbetween the purchaser and the seller as part of the purchaseorder.11. Packaging, Marking, and Loading11.1 Unless otherwise specified, packaging, marking, andloading shall be in accordance with those procedures recom-mended by Practices A 700.11.2 For Government Pro

42、curementWhen specified in thecontract or order, marking or preparation for shipment shall bein accordance with MIL-STD-163.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 expr

43、essly advised that determination of the validity of any such 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 revise

44、d, either reapproved or withdrawn. Your comments are invited 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

45、attend. If you feel that your comments have not received a fair 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 standard 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).A 793 96 (2009)4