ASTM A827 A827M-2002(2007) Standard Specification for Plates Carbon Steel for Forging and Similar Applications《锻造和类似用途用碳钢板标准规范》.pdf
《ASTM A827 A827M-2002(2007) Standard Specification for Plates Carbon Steel for Forging and Similar Applications《锻造和类似用途用碳钢板标准规范》.pdf》由会员分享,可在线阅读,更多相关《ASTM A827 A827M-2002(2007) Standard Specification for Plates Carbon Steel for Forging and Similar Applications《锻造和类似用途用碳钢板标准规范》.pdf(3页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: A 827/A 827M 02 (Reapproved 2007)Standard Specification forPlates, Carbon Steel, for Forging and Similar Applications1This standard is issued under the fixed designation A 827/A 827M; the number immediately following the designation indicates the yearof original adoption or, in the case
2、 of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon (e) 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 speci
3、fication covers carbon steel plates, forgingquality, intended for forging, quenching-and-tempering, andsimilar applications in which uniformity of composition andfreedom from injurious imperfections are important.1.2 The plates are available in six grades, or chemicalcompositions.1.3 When the steel
4、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 A 6/A 6M for information on weldability.1.4 The values stated in either inch-pound or SI units are tobe regarded as standard. With
5、in the text, the SI units are shownin brackets. The values stated in each system are not exactequivalents; therefore, each system must be used indepen-dently of the other. Combining values from the two sytemsmay result in nonconformance with the specification.2. Referenced Documents2.1 ASTM Standard
6、s:2A 6/A 6M Specification for General Requirements forRolled Structural Steel Bars, Plates, Shapes, and SheetPiling2.2 ASME Code:3ASME Boiler and Pressure Vessel Code , Section IX,Welding Qualifications3. General Requirements and Ordering Information3.1 Material furnished under this specification sh
7、all con-form to the requirements of the current edition of SpecificationA 6/A 6M, for the ordered material, unless a conflict exists inwhich case this specification shall prevail.4. Materials and Manufacture4.1 The steel shall be killed.5. Chemical Composition5.1 The heat analysis shall conform to t
8、he requirements forthe applicable grade listed in Table 1.6. Mechanical Property Requirements6.1 The plates shall not be subject to mechanical propertytesting unless otherwise specified on the order.7. Quality7.1 GeneralThe plates shall be free of injurious imper-fections and shall have a workmanlik
9、e finish.7.2 FinishThe plates shall be furnished with a finish suchas that produced by hot-rolling, except for ground areasresulting from conditioning operations, unless otherwise speci-fied on the order.7.3 Surface Imperfections:7.3.1 All injurious surface imperfections shall be removedby the mater
10、ial manufacturer or processor.7.3.1.1 Shallow imperfections shall be ground to soundmetal; the ground area shall be well-faired and the thickness ofthe ground plate shall not be reduced below the minimumthickness permitted.7.3.1.2 All surface imperfections, the removal of which willreduce the plate
11、thickness below the minimum permitted, shallbe cause for rejection; however, such imperfections may berepaired by welding as provided in 7.5.7.4 Edge Imperfections:7.4.1 Laminar-type discontinuities 1 in. 25 mm and less inlength, and visible to the unaided eye on the edges of plates asprepared for s
12、hipment by the manufacturer or processor, areacceptable and do not require exploration.7.4.2 All larger discontinuities shall be explored to deter-mine their depth and extent. Discontinuities shall be consideredcontinuous when located in the same plane within 5 % of theplate thickness and when separ
13、ated by a distance less than thelength of the smaller of two adjacent discontinuities.1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.02 on Structural Steel for Bridges, Buildings, Rol
14、ling Stock and Ships.Current edition approved March 1, 2007. Published March 2007. Originallyapproved in 1984. Last previous edition approved in 2002 as A 827 02.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book
15、of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from American Society of Mechanical Engineers (ASME), ASMEInternational Headquarters, Three Park Ave., New York, NY 10016-5990, http:/www.asme.org.1Copyright ASTM International, 100 Barr H
16、arbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.7.4.3 Indications visible to the unaided eye, on the cut edgesof a plate as prepared for shipment by the manufacturer orprocessor shall not exceed the limits given in Columns 1 and 2of Table 2.7.4.4 Larger indications shall be
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