ASTM A533 A533M-2009 Standard Specification for Pressure Vessel Plates Alloy Steel Quenched and Tempered Manganese-Molybdenum and Manganese-Molybdenum-Nickel《淬火回火的、锰钼及锰钼镍合金压力容器钢板用标.pdf

上传人:orderah291 文档编号:458704 上传时间:2018-11-25 格式:PDF 页数:3 大小:71.70KB
下载 相关 举报
ASTM A533 A533M-2009 Standard Specification for Pressure Vessel Plates Alloy Steel Quenched and Tempered Manganese-Molybdenum and Manganese-Molybdenum-Nickel《淬火回火的、锰钼及锰钼镍合金压力容器钢板用标.pdf_第1页
第1页 / 共3页
ASTM A533 A533M-2009 Standard Specification for Pressure Vessel Plates Alloy Steel Quenched and Tempered Manganese-Molybdenum and Manganese-Molybdenum-Nickel《淬火回火的、锰钼及锰钼镍合金压力容器钢板用标.pdf_第2页
第2页 / 共3页
ASTM A533 A533M-2009 Standard Specification for Pressure Vessel Plates Alloy Steel Quenched and Tempered Manganese-Molybdenum and Manganese-Molybdenum-Nickel《淬火回火的、锰钼及锰钼镍合金压力容器钢板用标.pdf_第3页
第3页 / 共3页
亲,该文档总共3页,全部预览完了,如果喜欢就下载吧!
资源描述

1、Designation: A533/A533M 09Used in USDOE-NE StandardsStandard Specification forPressure Vessel Plates, Alloy Steel, Quenched andTempered, Manganese-Molybdenum and Manganese-Molybdenum-Nickel1This standard is issued under the fixed designation A533/A533M; the number immediately following the designati

2、on indicates the yearof 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 agen

3、cies of the Department of Defense.1. Scope*1.1 This specification2covers one type of manganese-molybdenum and four types of manganese-molybdenum-nickel alloy steel plates for use in the quenched and temperedcondition for the construction of welded pressure vessels.1.2 Material under this specificati

4、on is available in fivetypes, designated “A”, “B”, “C”, “D”, and “E”. The material isalso available in three classes having the following strengthlevels.ClassTensile Strength,ksi MPa1 80100 550 to 6902 90115 620 to 7953 100125 690 to 8601.3 The maximum thickness of Class 1 and Class 2 plates islimit

5、ed only by the capacity of the composition to meet thespecified mechanical property requirements; however, currentpractice normally limits the maximum thickness to 12 in. 300mm for Types A through D. Current practice limits themaximum thickness for Type E to 6 in. 150 mm for Class 1and 314 in. 80 mm

6、 for Class 2.1.4 The maximum thickness of Class 3 plates is 212 in. 65mm for Types A through D and 2 in. 50 mm for Type E.1.5 The minimum nominal thickness of plates of all classesis 0.25 in. 6.5 mm.1.6 These alloy steel plates in the as-rolled condition aresensitive to cracking during transit and h

7、andling, particularly inthicknesses over about 1 or 2 in. 25 or 50 mm. They shouldbe shipped in the as-rolled conditions only by mutual agree-ment of manufacturer and the purchaser.1.7 Plates covered by this specification are often used in thebeltline region of nuclear reactor vessels where the mate

8、rialproperties may be affected by high levels of radiation. Appen-dix X1 provides some information pertinent to this usage.1.8 The values stated in either inch-pound units or SI unitsare to be regarded separately as standard. Within the text, theSI units are shown in brackets. The values stated in e

9、achsystem are not exact equivalents; therefore, each system mustbe used independently of the other. Combining values from thetwo systems may result in nonconformance with the specifi-cation.2. Referenced Documents2.1 ASTM Standards:3A20/A20M Specification for General Requirements forSteel Plates for

10、 Pressure VesselsA435/A435M Specification for Straight-Beam UltrasonicExamination of Steel PlatesA577/A577M Specification for Ultrasonic Angle-Beam Ex-amination of Steel PlatesA578/A578M Specification for Straight-Beam UltrasonicExamination of Rolled Steel Plates for Special Applica-tions3. General

11、Requirements and Ordering Information3.1 Material supplied to this material specification shallconform to Specification A20/A20M. These requirements out-line the testing and retesting methods and procedures, permit-ted variations in dimensions, and mass, quality and repair ofdefects, marking, loadin

12、g, and ordering information.3.2 In addition to the basic requirements of this specifica-tion, certain supplementary requirements are available whenadditional control, testing, or examination is required to meetend use requirements. The purchaser is referred to the listedsupplementary requirements in

13、 this specification and to thedetailed requirements in Specification A20/A20M.1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.11 on Steel Plates for Boilers and Pressure Vessels.Curren

14、t edition approved Oct. 1, 2009. Published December 2009. Originallyapproved in 1965. Last previous edition approved in 2004 as A533/A533M 93 (2004)1. DOI: 10.1520/A0533_A0533M-09.2For ASME Boiler and Pressure Vessel Code applications, see related Specifi-cation SA-533/SA-533M in Section II of that

15、Code.3For 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.1*A Summary of Changes section appears at the end of thi

16、s standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3.3 If the requirements of this specification are in conflictwith the requirements of Specification A20/A20M, the require-ments of this specification shall prevail.4. Manufact

17、ure4.1 Steelmaking PracticeThe steel shall be killed andshall conform to the fine austenitic grain requirement ofSpecification A20/A20M.5. Heat Treatment5.1 All plates shall be heat treated by heating to a suitabletemperature within the range from 1550 to 1800F 845 to980C, holding for a sufficient t

18、ime to obtain uniform tem-perature throughout the plate thickness and then quenching, inwater. Subsequently the plates shall be tempered at a suitabletemperature to produce the specified properties, but not lessthan 1100F 595C with a minimum holding time of12 h/in.1.2 min/mm of thickness, but not le

19、ss than12 h.5.2 When the plates are heat treated by the fabricator, itshall be his responsibility to apply the proper heat treatmentand to conduct tests he deems necessary to assure that thespecified properties are attained. Plates thicker than 2 in. 50mm shall be stress-relieved by the manufacturer

20、 prior toshipment at a temperature no lower than 1100F 595C.6. Chemical Requirements6.1 The steel shall conform to the chemical requirementsshown in Table 1 unless otherwise modified in accordance withSupplementary Requirement S17, Vacuum Carbon-DeoxidizedSteel, in Specification A20/A20M.7. Mechanic

21、al Requirements7.1 Tension Test Requirements:7.1.1 The material as represented by the tension-test speci-mens shall conform to the requirements shown in Table 2.7.1.2 For nominal plate thicknesses of34 in. 20 mm andunder, the 112-in. 40 mm wide rectangular specimen may beused, and the elongation may

22、 be determined in a 2-in. 50-mmgage length that include the fracture and that shows the greatestelongation.8. Keywords8.1 alloy steel; alloy steel plate; pressure containing parts;pressure vessel steels; steel plates; steel plates for pressurevesselsSUPPLEMENTARY REQUIREMENTSSupplementary requiremen

23、ts shall not apply unless specified in the order.Alist of standardized supplementary requirements for use at the option of the purchaser are includedin Specification A20/A20M. Several of those considered suitable for use with this specification arelisted below by title. Other tests may be performed

24、by agreement between the supplier and thepurchaser.S1. Vacuum Treatment,S2. Product Analysis,S3. Simulated Post-Weld Heat Treatment of MechanicalTest Coupons,S4.2 Additional Tension Test,S5. Charpy V-Notch Impact Test,S6. Drop Weight Test (for Material 0.625 in. 16 mm andover in Thickness),S7. High-

25、Temperature Tension Test,S8. Ultrasonic Examination in accordance with Specifica-tion A435/A435M,S9. Magnetic Particle Examination,S11. Ultrasonic Examination in accordance with Specifica-tion A577/A577M,S12. Ultrasonic Examination in accordance with Specifica-tion A578/A578M,S17. Vacuum Carbon-Deox

26、idized Steel, andS19. Restricted Chemical Requirements.TABLE 1 Chemical RequirementsNOTE 1Where “.” appears there is no requirement.Composition, %Type A Type B Type C Type D Type ECarbon, maxAManganese:B0.25 0.25 0.25 0.25 0.20Heat analysisProduct analysis1.151.501.071.621.151.501.071.621.151.501.07

27、1.621.151.501.071.621.151.701.041.84Phosphorus, maxASulfur, maxASilicon:0.0250.0250.0250.0250.0250.0250.0250.0250.0200.015Heat analysisProduct analysisMolybdenum:0.150.400.130.450.150.400.130.450.150.400.130.450.150.400.130.450.150.400.130.45Heat analysisProduct analysisNickel:0.450.600.410.640.450.

28、600.410.640.450.600.410.640.450.600.410.640.250.600.210.64Heat analysisProduct analysis.0.400.700.370.730.701.000.671.030.200.400.170.430.601.000.571.03AApplies to both heat and product analyses.BFor Types A, B, C, and D, the maximum manganese content may be increasedto 1.60 % on heat analysis and 1

29、.65 % on product analysis when Class 2 or Class3 properties are specified and when Supplementary Requirement S3 (seeSpecification A20/A20M) is specified with a total holding time of more than 1 h/in.2.4 min/mm of thickness.TABLE 2 Tensile RequirementsClass 1 Class 2 Class 3ksi MPa ksi MPa ksi MPaTen

30、sile strengthYield strength, min80100 55069050 34590115 62079570 485100125 69086083 570Elongation in 2 in.50 mm, min, %A18 16 16ASee Specification A20/A20M for elongation adjustment.A533/A533M 092ADDITIONAL SUPPLEMENTARY REQUIREMENTSAlso listed below is additional optional Supplementary Requirements

31、 S53, which is suitable for thisspecification.S53.S53.1 When specified by the purchaser, the axis of thetensile and impact test specimens shall come from the mid-thickness of each plate tested, in lieu of midway between thecenter thickness and the top or bottom surface of the plate.APPENDIX(Nonmanda

32、tory Information)X1. NUCLEAR REACTOR BELTLINE CONSIDERATIONSRESIDUAL ELEMENTSX1.1 Reactor design requires review and control of residualelements that affect the material properties. Copper and phos-phorus are limited to levels determined by the total fluence tobe encountered during plant life. Vanad

33、ium and sulfur canaffect the upper energy shelf level. In the case of sulfur, controlof this element or its morphology in the plate, or both, mayoffer alternative means of control. The limits required shall bespecified in the ordering data. The following table itemizescurrently available commercial

34、limits for the referenced ele-ments:Element Heat Analysis, % Product Analysis, %Copper 0.10 0.12Phosphorus 0.012 0.015Sulfur 0.010 0.013Vanadium 0.03 0.04SUMMARY OF CHANGESCommittee A01 has identified the location of selected changes to this standard since the last issue(A533/A533M 93 (2004)1) that

35、may impact the use of this standard. (Approved Oct. 1, 2009.)(1) Type E has been added to this specification.(2) Section 1 revised to reflect new Type E and 1.6 reworded.(3) Section 3 editorially revised to be consistent with otherpressure vessel specifications.(4) 5.2 changed to reflect best practi

36、ce for handling unheattreated plates.(5) Table 1 revised to add Type E, Note 1, and changes in Pand S to reflect current practices.(6) Appendix X1 revised to reflect current available practices.(7) Additional Supplementary Requirement S53 added.ASTM International takes no position respecting the val

37、idity 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 patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is sub

38、ject 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 standardsand should be addressed to ASTM International Headqua

39、rters. 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 fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standa

40、rd 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). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).A533/A533M 093

展开阅读全文
相关资源
猜你喜欢
相关搜索

当前位置:首页 > 标准规范 > 国际标准 > ASTM

copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
备案/许可证编号:苏ICP备17064731号-1