IEEE C135 62-2009 en Zinc-Coated Forged Anchor Shackles《锌涂层锻造锚接环标准》.pdf

《IEEE C135 62-2009 en Zinc-Coated Forged Anchor Shackles《锌涂层锻造锚接环标准》.pdf》由会员分享，可在线阅读，更多相关《IEEE C135 62-2009 en Zinc-Coated Forged Anchor Shackles《锌涂层锻造锚接环标准》.pdf（13页珍藏版）》请在麦多课文档分享上搜索。

1、IEEE Std C135.62-2009IEEE Standard for Zinc-CoatedForged Anchor ShacklesIEEE3ParkAvenueNew York, NY 10016-5997, USA7 December 2009Power +1 978 750 8400. Permission to photocopy portions of any individual standard for educational classroom use can also be obtained through the Copyright Clearance Cent

2、er. Introduction This introduction is not part of IEEE Std C135.62-2009, IEEE Standard for Zinc-Coated Forged Anchor Shackles. Notice to users Laws and regulations Users of these documents should consult all applicable laws and regulations. Compliance with the provisions of this standard does not im

3、ply compliance to any applicable regulatory requirements. Implementers of the standard are responsible for observing or referring to the applicable regulatory requirements. IEEE does not, by the publication of its standards, intend to urge action that is not in compliance with applicable laws, and t

4、hese documents may not be construed as doing so. Copyrights This document is copyrighted by the IEEE. It is made available for a wide variety of both public and private uses. These include both use, by reference, in laws and regulations, and use in private self-regulation, standardization, and the p

5、romotion of engineering practices and methods. By making this document available for use and adoption by public authorities and private users, the IEEE does not waive any rights in copyright to this document. Updating of IEEE documents Users of IEEE standards should be aware that these documents may

6、 be superseded at any time by the issuance of new editions or may be amended from time to time through the issuance of amendments, corrigenda, or errata. An official IEEE document at any point in time consists of the current edition of the document together with any amendments, corrigenda, or errata

7、 then in effect. In order to determine whether a given document is the current edition and whether it has been amended through the issuance of amendments, corrigenda, or errata, visit the IEEE Standards Association web site at http:/ieeexplore.ieee.org/xpl/standards.jsp, or contact the IEEE at the a

8、ddress listed previously. For more information about the IEEE Standards Association or the IEEE standards development process, visit the IEEE-SA web site at http:/standards.ieee.org. Errata Errata, if any, for this and all other standards can be accessed at the following URL: http:/standards.ieee.or

9、g/reading/ieee/updates/errata/index.html. Users are encouraged to check this URL for errata periodically. Interpretations Current interpretations can be accessed at the following URL: http:/standards.ieee.org/reading/ieee/interp/ index.html. iv Copyright 2009 IEEE. All rights reserved. v Copyright 2

10、009 IEEE. All rights reserved. Patents Attention is called to the possibility that implementation of this standard may require use of subject matter covered by patent rights. By publication of this standard, no position is taken with respect to the existence or validity of any patent rights in conne

11、ction therewith. The IEEE is not responsible for identifying Essential Patent Claims for which a license may be required, for conducting inquiries into the legal validity or scope of Patents Claims or determining whether any licensing terms or conditions provided in connection with submission of a L

12、etter of Assurance, if any, or in any licensing agreements are reasonable or non-discriminatory. Users of this standard are expressly advised that determination of the validity of any patent rights, and the risk of infringement of such rights, is entirely their own responsibility. Further informatio

13、n may be obtained from the IEEE Standards Association. Participants At the time this standard was submitted for approval, the Overhead and Line Structural Materials and Hardware Working Group had the following membership: Robert C. Peters, Chair Dick Aichlinger Mehmet Arslan Tony Baker Yair Berenste

14、in Allen Berstorf Nelson G. Bingel, III Tom Bozeman Michael Brucato Bill Calhoun Jerry Cheeks Allen Clapp Michael Clodfelder Len Consalvo Glen Davidson Mike Della Vecchia Nicholas J. DeSantis Tony DiGioia Michael Dolan Bruce Freimark Erich Gnandt Waymon Goch Asim Haldar Steven Harrison Ibrahim Hatho

15、ut Donald G. Heald Michael Hudgens Magdi F. Ishac Doug Jones Jacob Joplin Mark Jurgemeyer Kenneth Keller Robert O. Kluge Samy Krishnasamy Brian Lacoursiere Hong-To Lam Jim Larkey Keith E. Lindsey Ming Lu Otto Lynch Thomas McCarthy Ray McCoy Steven Miller May Millies Robert J. Millies Roger Montambo

16、George B. Niles John J. Olenik Bob Oswald Douglas Proctor Brian Reed Rafael Rios Karen Rowe Ron Rowland Robert Santarsiero Steve Smith Eric Stemshorn Andrew H. Stewart Carl R. Tamm Vinh N. Tran Larry Vandergriend Jeff Wang Ed WestThe following members of the individual balloting committee voted on t

17、his standard. Balloters may have voted for approval, disapproval, or abstention. Mehmet Arslan Harvey Bowles William Byrd Robert Christman Michael Clodfelder Tommy Cooper Gary Engmann George Gela Waymon Goch Edwin Goodwin Randall Groves Steven Harrison Lee Herron R. Jackson Mark Jurgemeyer Robert O.

18、 Kluge Jim Kulchisky Keith E. Lindsey Federico Lopez Thomas McCarthy Gary Michel Michael S. Newman Gregory Obenchain John J. Olenik Carl Orde Robert C. Peters Percy Pool Douglas Proctor Bartien Sayogo James E. Smith John Vergis Larry YoungWhen the IEEE-SA Standards Board approved this standard on 11

19、 September 2009, it had the following membership: Robert M. Grow, Chair Thomas Prevost, Vice Chair Steve M. Mills, Past Chair Judith Gorman, Secretary John Barr Karen Bartleson Victor Berman Ted Burse Richard DeBlasio Andy Drozd Mark Epstein Alexander Gelman Jim Hughes Richard H. Hulett Young Kyun K

20、im Joseph L. Koepfinger* John Kulick David J. Law Ted Olsen Glenn Parsons Ronald C. Petersen Narayanan Ramachandran Jon Walter Rosdahl Sam Sciacca *Member Emeritus Also included are the following nonvoting IEEE-SA Standards Board liaisons: Howard L. Wolfman, TAB Representative Michael Janezic, NIST

21、Representative Satish K. Aggarwal, NRC Representative Michelle Turner IEEE Standards Program Manager, Document Development Matthew Ceglia IEEE Standards Program Manager, Technical Program Development vi Copyright 2009 IEEE. All rights reserved. Contents 1. Overview 1 1.1 Scope . 1 1.2 General 1 2. N

22、ormative references 1 3. Material 2 4. Dimensions. 2 5. Conformance tests for strengths . 3 6. Corrosion protection. 3 7. Finish 3 8. Marking of shipped packages. 3 9. Application notes 3 vii Copyright 2009 IEEE. All rights reserved. IEEE Standard for Zinc-Coated Forged Anchor Shackles IMPORTANT NOT

23、ICE: This standard is not intended to ensure safety, security, health, or environmental protection in all circumstances. Implementers of the standard are responsible for determining appropriate safety, security, environmental, and health practices or regulatory requirements. This IEEE document is ma

24、de available for use subject to important notices and legal disclaimers. These notices and disclaimers appear in all publications containing this document and may be found under the heading “Important Notice” or “Important Notices and Disclaimers Concerning IEEE Documents.” They can also be obtained

25、 on request from IEEE or viewed at http:/standards.ieee.org/IPR/ disclaimers.html 1. Overview 1.1 Scope This standard covers the dimensional, strength, and testing requirements for zinc coated forged anchor shackles used in overhead transmission and distribution line construction. 1.2 General All an

26、chor shackles conforming to the requirements of this standard shall, in all respects, meet the basic dimensional and performance requirements herein stated. 2. Normative references The following referenced documents are indispensable for the application of this standard (i.e., they must be understoo

27、d and used, so each referenced document is cited in text and its relationship to this standard is explained). For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments or corrigenda) applies. IEEE Std C135.61

28、, IEEE Standard for the Testing of Overhead Transmission and Distribution Line.1ASTM A153/A153M-05, Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.21IEEE publications are available from the Institute of Electrical and Electronics Engineers, 445 Hoes Lane, Piscataway, NJ

29、 08854, USA (http:/standards.ieee.org/). 2ASTM publications are available from http:/ 1 Copyright 2009 IEEE. All rights reserved. IEEE Std C135.62-2009 IEEE Standard for Zinc-Coated Forged Anchor Shackles 3. Material All anchor shackle bodies shall be made of steel, forged in one piece. They shall b

30、e heat treated to obtain the ultimate strength specified in Table 1. Table 1 Ultimate strength specifications Dimensions (inch) Ultimate strength (kips)Type A B1 B2 C D E F BNC/BNK Pin 1 2 3/16 1/2 1/2 13/16 5/8 1 1/2 11/16 30 25 2 2 3/4 9/16 1/2 7/8 5/8 1 9/16 21/32 30 30 3 2 3/4 5/8 5/8 1 1/16 3/4

31、 1 3/4 3/4 40 35 4 5 3/4 3/4 7/8 3/4 2 11/16 50 50 5 3 1/2 3/4 3/4 7/8 3/4 2 3/4 60 50 6 3 7/16 3/4 3/4 1 1/4 7/8 1 15/16 1 60 50 7 3 3/4 7/8 7/8 1 7/16 1 2 1/8 1 1/8 80 N/A 8 4 5/16 1 1 1 11/16 1 1/8 2 3/8 1 9/32 100 N/A Tolerance: db db cb db b bf db 4. Dimensions Dimensions are illustrated in Fig

32、ure 1. Figure 1 Dimensions specifications 2 Copyright 2009 IEEE. All rights reserved. IEEE Std C135.62-2009 IEEE Standard for Zinc-Coated Forged Anchor Shackles 3 Copyright 2009 IEEE. All rights reserved. 5. Conformance tests for strengths All anchor shackles shall be lot-tested in accordance with I

33、EEE Std C135.61.3Pulling hardware used in the application of the load shall be dimensionally in accordance with Figure 2 of IEEE Std C135.61. Pins or bolts normally furnished with the hardware shall be used during all tests. 6. Corrosion protection Anchor shackle bodies, pins or bolts and nuts shall

34、 be zinc coated. The coating shall be applied by: The hot-dip process in accordance with the Standard Specification for Zinc Coated (Hot-Dip) on Iron and Steel Hardware, ASTM A153/A153M-05, or Any other method producing a zinc coating that meets the requirements of ASTM A153/A153M-05 for adhesion, p

35、urity, and thickness application to the class of material being coated. Cotter pins shall be Hump Back for live-line applications made out of material equivalent to SAE 304SS/UNS30400.47. Finish All anchor shackles shall be uniform in quality and condition, and shall be free of burrs, sharp edges, c

36、racks, seams, laps, slivers, rolled-in-scale and fissures. 8. Marking of shipped packages Each package of anchor shackles shall be marked with the type number and the designation BNC/BNK or pin (i.e., “Type 3-Pin” or “Type 5-BNC/BNK”), as well as the manufacturers name and catalogue number. 9. Appli

37、cation notes If the anchor shackle is attached to a rigid tower plate and loaded at an angle other than perpendicular to the pin or bolt axis, a bolt, nut and cotter key is recommended over the pin and cotter key in order to achieve full mechanical load rating. The attachment plates should be chamfered with holes of proper clearance to accommodate shackle bolts or pins to be inserted easily by hand. 3Information on references can be found in Clause 2. 4SAE 304SS/UNS30400 is a designation of a type of stainless steel.