ASTM A328 A328M-2013a Standard Specification for Steel Sheet Piling《钢板桩标准规格》.pdf

1、Designation: A328/A328M 13A328/A328M 13a American Association StateHighway and Transportation Officials StandardAASHTO No.: M 202Standard Specification forSteel Sheet Piling1This standard is issued under the fixed designation A328/A328M; the number immediately following the designation indicates the

2、 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 agencies of the Depa

3、rtment of Defense.1. Scope*1.1 This specification covers carbon steel sheet piling of structural quality for use in the construction of dock walls, sea walls,cofferdams, excavations, and like applications (see Specification A572/A572M).1.2 When the steel is to be welded, it is presupposed that a wel

4、ding procedure suitable for the grade of steel and intended useor service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.1.3 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text, the SI units are shownin br

5、ackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of theother. Combining values from the two systems may result in nonconformance with this specification.1.4 For sheet piling produced from coil and furnished without heat treatment o

6、r with stress relieving only, the additionalrequirements, including additional testing requirements and the reporting of additional test results, of Specification A6/A6M apply.2. Referenced Documents2.1 ASTM Standards:2A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, P

7、lates, Shapes, and Sheet PilingA572/A572M Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel3. General Requirements for Delivery3.1 Sheet piling furnished under this specification shall conform to the requirements of the current edition of SpecificationA6/A6M, for the spec

8、ific sheet piling ordered, unless a conflict exists, in which case this specification shall prevail.3.2 Coils are excluded from qualification to this specification until they are processed into finished sheet piling. Sheet pilingproduced from coil means sheet piling that has been cut to individual l

9、engths from a coil. The processor directly controls, or isresponsible for, the operations involved in the processing of a coil into finished sheet piling. Such operations include decoiling,leveling, hot-forming or cold-forming (if applicable), cutting to length, testing, inspection, conditioning, he

10、at treatment (ifapplicable), packaging, marking, loading for shipment, and certification.NOTE 1For sheet piling produced from coil and furnished without heat treatment or with stress relieving only, two test results are to be reported foreach qualifying coil. Additional requirements regarding sheet

11、piling produced from coil are described in Specification A6/A6M.4. Process4.1 The steel shall be killed.5. Chemical Requirements5.1 The heat analysis shall conform to the requirements prescribed in Table 1.5.2 The steel shall conform on product analysis to the requirements prescribed in Table 1, sub

12、ject to the product analysistolerances in Specification A6/A6M.1 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 Stock and Ships.Cu

13、rrent edition approved May 1, 2013Nov. 1, 2013. Published June 2013November 2013. Originally published in 1950. Last previous edition approved in 20122013 asA328/A328M 07 (2012).A328/A328M 13. DOI: 10.1520/A0328_A0328M-07R12. 10.1520/A0328_A0328M-13A.2 For referencedASTM standards, visit theASTM web

14、site, 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 standard an indicati

15、on 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 by ASTM is to be consi

16、dered 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 States16. Mechanical Requirements6.1 The material, as represented by the test specimens,shall confor

17、m to the requirements as to tensile properties prescribed in Table 2.6.2 A minimum tensile strength of 60 ksi 415 MPa and a minimum yield point of 36 ksi 250 MPa shall be permitted forpiling sections used in the fabrication of cold-formed connections.7. Keywords7.1 carbon; cofferdams; dock walls; ex

18、cavations; sea walls; sheet piling; steel; structural steelSUPPLEMENTARY REQUIREMENTSThe following supplementary requirement shall apply only when specified in the purchase order:S99. Interlock StrengthS99.1. The minimum strength of the interlocked joint required for certain services may be specifie

19、d for certain straight web (PStype) and arched web (PSA type) sheet piling sections subject to specific agreement between the material purchaser and themanufacturer.SUMMARY OF CHANGESCommittee A01 has identified the location of selected changes to this standard since the last issue(A328/A328M 13) th

20、at may impact the use of this standard. (Approved Nov. 1, 2013.)(1) Revised S99.1 to add type of sheet piling sections where interlock strength supplement would apply.SUMMARY OF CHANGESCommittee A01 has identified the location of selected changes to this standard since the last issue(A328/A328M 07 (

21、2012) that may impact the use of this standard. (Approved May 1, 2013.)(1) Revised 4.1 to require killed steels.TABLE 1 Chemical RequirementsElement Composition, %Heat analysisPhosphorus, max 0.035Sulfur, max 0.04Copper (when specified), min 0.20TABLE 2 Tensile RequirementsTensile strength, min, ksi

22、 MPaA 65 450Yield point, min, ksi MPa 39 270Elongation in 8 in. 200 mm, min, %B 17Elongation in 2 in. 50 mm, min, % 20A Prior to A328/A328M 05, the minimum tensile strength was 70 ksi 485 MPa.B See Elongation Requirement Adjustments in the Tension Tests section ofSpecification A6/A6M. See Specimen O

23、rientation in the Tension Tests section ofSpecification A6/A6M.A328/A328M 13a2ASTM 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 expressly advised that determination of the valid

24、ity 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 revised, either reapproved or withdrawn.Your commen

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26、t 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 cop

27、ies) 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/).A328/A328M 13a3