ANSI IEEE 1025-1993 Guide to the Assembly and Erection of Concrete Pole Structures《水泥杆构件的组装和建造》.pdf

1、The Institute of Electrical and Electronics Engineers, Inc.345 East 47th Street, New York, NY 10017-2394, USACopyright 1993 by the Institute of Electrical and Electronics Engineers, Inc.All rights reserved. Published 1993. Printed in the United States of AmericaISBN 1-55937-367-9No part of this publ

2、ication may be reproduced in any form, in an electronic retrieval system or otherwise, without the prior written permission of the publisher.IEEE Std 1025-1993(R2011)IEEE Guide to the Assembly and Erection of Concrete Pole StructuresSponsorTransmission and Distribution Committeeof theIEEE Power Engi

3、neering SocietyApproved September 15, 1993Reaffirmed March 31, 2011IEEE Standards BoardApproved February 24, 1994Reaffirmed April 16, 2012American National Standards InstituteAbstract: Good practice that will improve the ability to assemble and erect self-supporting andguyed concrete pole structures

4、 for overhead transmission lines is presented. Construction aspectsafter foundation installation and up to the conductor stringing operation are covered. Some aspectsof construction related to other materials use in concrete pole structures are covered, but the treat-ment is not complete. The guide

5、is intended to be used as a reference source for parties involvedin the ownership, design, and construction of transmission structures.Keywords: assembly and erection, concrete pole structures, transmission structuresNotice and Disclaimer of Liability Concerning the Use of IEEE Documents: IEEE Stand

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23、22 Rosewood Drive, Danvers, MA 01923 USA; +1 978 750 8400. Permission to photocopy portions of any individual standard for educational classroom use can also be obtained through the Copyright Clearance Center. iiiIntroduction(This introduction is not a part of IEEE Std 1025-1993, IEEE Guide to the A

24、ssembly and Erection of Concrete Pole Structures.)This guide, covering all aspects of overhead transmission line construction, is one of several that are beingprepared by the Working Group on Construction of Overhead Lines. This particular guide presents construc-tion considerations for material del

25、ivery, assembly and erection of concrete pole structures, and installationof insulators and hardware. This guide is intended to be used as a reference source for parties involved in theownership, design, and construction of transmission structures.At the time this guide was completed, the Working Gr

26、oup on Construction of Overhead Lines had the fol-lowing membership:D. C. Sherman, ChairR. L. Donelson D. Hamilton Dennis MizeT. E. Rodgers G. J. RuschkofskiVoting member at the time of publicationThe following persons were on the balloting committee:R. H. Arndt I. S. Grant Franklin D. MyersJames J.

27、 Burke Jerome G. Hanson Stig L. NilssonVernon L. Chartier J. G. Kappenman R. G. OswaldW. H. Cole George Karady R. L. PattersonGlenn A. Davidson Nestor Kolcio P. D. QuinnDale Douglass H. Lam W. Edward ReidDonald A. Gillies Keith E. Lindsey B. R. ShperlingE. J. Goodwin J. H. Mallory J. M. Van Name, Jr

28、.Thomas J. McDermottWhen the IEEE Standards Board approved this guide on September 15, 1993, it had the followingmembership:Wallace S. Read, Chair Donald C. Loughry, Vice ChairAndrew G. Salem, SecretaryGilles A. Baril Jim Isaak Don T. Michael*Jos A. Berrios de la Paz Ben C. Johnson Marco W. Migliaro

29、Clyde R. Camp Walter J. Karplus L. John RankineDonald C. Fleckenstein Lorraine C. Kevra Arthur K. ReillyJay Forster* E. G. “Al” Kiener Ronald H. ReimerDavid F. Franklin Ivor N. Knight Gary S. RobinsonRamiro Garcia Joseph L. Koepfinger* Leonard L. TrippDonald N. Heirman D. N. “Jim” Logothetis Donald

30、W. Zipse*Member EmeritusAlso included are the following nonvoting IEEE Standards Board liaisons:Satish K. AggarwalJames BeallRichard B. EngelmanDavid E. SoffrinStanley I. WarshawValerie E. ZelentyIEEE Standards Project EditorivContentsCLAUSE PAGE1. Overview 11.1 Scope 11.2 Purpose. 11.3 Application.

31、 11.4 Safety . 11.5 Legal disclaimer. 22. References 23. Definitions . 24. Structural design considerations 34.1 Construction and maintenance loads .34.2 Material delivery 44.3 Constructability of concrete pole structures 54.4 Helicopter construction 75. Material delivery 75.1 Material yard 75.2 Rec

32、eipt and inspection of material. 85.3 Handling and storage of material. 95.4 Overages, shortages, and replacement material. 105.5 Surplus material . 106. Assembly and erection of concrete pole structures . 106.1 Handling and transportation of poles, arms, and component parts 126.2 Single pole struct

33、ures. 126.3 Framed structures. 186.4 Helicopter erection. 206.5 Attaching pole structures to various foundations 216.6 Post-erection 247. Assembly and installation of insulators and hardware 257.1 Assembly of insulators and hardware 257.2 Installation of cotter keys. 267.3 Installation of assemblies

34、. 268. Quality assurance. 279. Bibliography 281IEEE Guide to the Assembly and Erection of Concrete Pole Structures1. Overview1.1 ScopeThis guide presents various approaches of good practice that will improve the ability to assemble and erectself-supporting and guyed concrete pole structures. This gu

35、ide covers construction aspects after foundationinstallation and up to the conductor stringing operation.Concrete pole structures may have components made of other materials (i.e., steel, wood, aluminum).Though some aspects of construction related to these materials are covered in this document, it

36、should not beconsidered complete. Other documents cover these materials in more detail (see IEEE Std 951-19881).1.2 PurposeThe purpose of this guide is to present the construction considerations for material delivery, assembly anderection of structures, and installation of insulators and hardware.1.

37、3 ApplicationThis guide is intended to be used as a reference source for parties involved in the ownership, design, andconstruction of transmission structures. Since methods will be strongly influenced by the nature of eachproject, various methods that have been successfully employed are presented.I

38、f any recommendations contained within this guide are to be adopted, they should be specifically stated inthe owners design and construction specifications. Any legal requirements of national, state, provincial, orlocal regulations must, of course, be observed.1.4 SafetyHandling, assembly, and erect

39、ion of concrete pole structures requires conducting a safety and health pro-gram which takes all reasonable precautions to protect the safety and health of workers and members of thepublic and to prevent damage to public and private property. Workers must not be allowed to work in sur-1Information o

40、n references can be found in clause 2.IEEEStd 1025-1993 IEEE GUIDE TO THE ASSEMBLY AND2roundings or under working conditions which are unsanitary, hazardous, or dangerous to their health orsafety. In the United States, compliance is required with the latest effective standards promulgated by theSecr

41、etary of Labor for the Department of Labor, Occupational Safety and Health Administration, Safety andHealth Standards (29 CFR 1910), and the Construction Safety and Health Regulations promulgated underSection 107 of the Contract Work Hours and Safety Standards Act (29 CFR 1926) B10.21.5 Legal discla

42、imerThe support data for this guide were collected from a great number of sources and are believed to be reliableand true. Care has been taken during the compilation and writing to prevent error or misrepresentations.The authors make no warranty with respect to the accuracy, completeness, or usefuln

43、ess of the informationcontained in the guide, nor assume any liabilities with respect to the applicability or use of any information,method, or process presented in this publication.2. ReferencesThis guide shall be used in conjunction with the following standards. When the following standards aresup

44、erseded by an approved revision, the revision shall apply.ASTM A780-90, Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings.3IEC 826-1991, Loading and Strength of Overhead Transmission Lines.4IEEE Std 524-1991, IEEE Guide to the Installation of Overhead Transmission Line

45、 Conductors (ANSI).5IEEE Std 951-1988, IEEE Guide to the Assembly and Erection of Metal Transmission Structures (ANSI).3. Definitions3.1 concrete pole structures: Structures consisting of one or more concrete poles. Other members of thestructure may be reinforced concrete or other materials (i.e., w

46、ood, steel, aluminum). These structures areprefabricated, as opposed to being cast-in-place. Concrete pole structures may be manufactured in a varietyof ways. A few examples are listed below:a) Hollow or solid membersb) Different cross-sectional shape (i.e., round or square)c) Spun or statically cas

47、t (see figure 1)d) Pretensioned, posttensioned, or nontensioned reinforcing steele) Single-piece or multipiece poles2The numbers in brackets correspond to those in the bibliography in clause 9.3ASTM publications are available from the Customer Service Department, American Society for Testing and Mat

48、erials, 1916 RaceStreet, Philadelphia, PA 19103, USA.4IEC publications are available from IEC Sales Department, Case Postale 131, 3 rue de Varemb, CH-1211, Genve 20, Switzerland/Suisse. IEC publications are also available in the United States from the Sales Department, American National Standards In

49、stitute, 11West 42nd Street, 13th Floor, New York, NY 10036, USA.5IEEE publications are available from the Institute of Electrical and Electronics Engineers, 445 Hoes Lane, P.O. Box 1331, Piscataway,NJ 08855-1331, USA.IEEEERECTION OF CONCRETE POLE STRUCTURES Std 1025-19933Combinations of the above may be used to achieve the desired results (see figure 1).3.2 constructor: A party who undertakes the assembly and erection of a transmission structure for an owner,or an owner who undertakes all or part of a project alone. Synonymous with contractor, installer,construction agency, or c