ASTM A857 A857M-2007 Standard Specification for Steel Sheet Piling Cold Formed Light Gage《冷成形轻型薄钢板桩标准规范》.pdf

1、Designation: A 857/A 857M 07Standard Specification forSteel Sheet Piling, Cold Formed, Light Gage1This standard is issued under the fixed designation A 857/A 857M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last re

2、vision. 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. Scope*1.1 This specification covers cold-formed, lig

3、ht gage carbonsteel sheet piling of structural quality for use in the construc-tion of shore walls, trench shoring, wingwalls, bulkheads, andlike applications.1.2 The nominal thickness of material furnished under thisspecification shall be 0.25 in. 6.4 mm or less.1.3 When the sheet piling is to be w

4、elded, it is presupposedthat a welding procedure suitable for the grade of steel andintended use or service will be used. See Appendix X3 ofSpecification A 6/A 6M for information on weldability.1.4 The values stated in either inch-pound units or SI unitsare to be regarded as the standard. Within the

5、 text, the SI unitsare shown in brackets. The values stated in each system are notexact equivalents; therefore, each system must be used inde-pendently of the other. Combining values from the two systemsmay result in nonconformance with the specification.2. Referenced Documents2.1 ASTM Standards:2A

6、6/A 6M Specification for General Requirements forRolled Structural Steel Bars, Plates, Shapes, and SheetPilingA 1011/A 1011M Specification for Steel, Sheet and Strip,Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy,High-Strength Low-Alloy with Improved Formability, andUltra-High StrengthA 101

7、8/A 1018M Specification for Steel, Sheet and Strip,Heavy-Thickness Coils, Hot-Rolled, Carbon, Commercial,Drawing, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, andUltra-High Strength3. General Requirements for Delivery3.1 Material furnished under this specif

8、ication shall 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 Sheet piling shall be produced using one of the follow-ing processes:4.1.1 Deco

9、iling coiled material and feeding it through amulti-stand roll-forming mill at ambient temperature, or4.1.2 Forming cut lengths of material into piling on a pressbreak.5. Chemical Composition5.1 The chemical composition of the steel on heat analysisshall conform to the requirements listed in Table 1

10、.6. Tension Test6.1 The source material or the sheet piling as provided in 6.2and 6.3, as represented by the test specimens, shall conform tothe tensile requirements for the grade specified as listed inTable 2.6.2 Sheet and strip source materials shall be tested inaccordance with the requirements of

11、 Specification A 1011/A 1011M or A 1018/A1018M. The test specimens shall betaken from the source material or from the sheet piling. If testspecimens are obtained from the sheet piling, they are to betaken from a nondeformed area.6.3 Plate source material shall be tested in accordance withthe require

12、ments of Specification A 6 /A 6M, except that thetest specimen may be taken such that the longitudinal axis ofthe specimens are parallel to the final direction of rolling of thematerial. The test specimens shall be taken from the source orfrom the sheet piling on a nondeformed area.1This specificati

13、on 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, Rolling Stock and Ships.Current edition approved March 1, 2007. Published March 2007. Originallyapproved i

14、n 1986. Last previous edition approved in 2005 as A 857 05.2For 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*

15、A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.7. Identification7.1 Each piece of piling shall be marked with the manufac-turers name or trademark, this specification n

16、umber, gradedesignation, heat number, and section size designation, exceptthat secured lifts of piling less than 0.230 in. 5.8 mm inthickness may have this identification shown on a tag ofsubstantial size attached to each lift.8. Keywords8.1 bulkheads; cold-formed; light gage; sheet piling; shorewal

17、ls; shoring; steel; structural steel; wingwallsSUPPLEMENTARY REQUIREMENTSSupplementary requirements shall not apply unless specified in the purchase order or contract.Standardized supplementary requirements for use at the option of the purchaser are listed inSpecification A 6/A 6M. In addition, the

18、following supplementary requirement is also suitable for usewith this specification.S51. Interlock StrengthThe minimum strength of theinterlocked joint required for certain services may be specifiedfor certain sheet piling sections subject to specific agreementbetween the material purchaser and the

19、manufacturer.SUMMARY OF CHANGESCommittee A01 has identified the location of selected changes to this standard since the last issue(A 857/A 857M 05) that may impact the use of this standard. (Approved March 1, 2007).(1) Deleted unecessary references in Section 2.(2) Deleted Appurtenant Materials Sect

20、ion 4.(3) Deleted Appurtenant Materials Table 1.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 expressly advised that determination of the validity of any such patent rights,

21、 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 comments are invited either for rev

22、ision 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 attend. If you feel that your comments have not received a fair hearing you

23、 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

24、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).TABLE 1 Chemical RequirementsAElementHeat AnalysisComposition, %Carbon 0.25 maxManganese 1.50 maxPhosphorus 0.035 maxSulfur 0.04 maxC

25、opper (when specified) 0.20 minAAlloy elements, other than those shown in this table, may be added and shallbe reported with the heat analysis.TABLE 2 Tensile RequirementsGradeYield Point, min Tensile Strength, minElongation Percent,minksi MPa ksi MPain 8 in. or200 mmin 2 in. or50 mm30 30 205 49 340 17 2333 33 230 52 360 16 2236 36 250 53 365 15 21A 857/A 857M 072