IEEE C135 1-1999 en Zinc-Coated Steel Bolts and Nuts for Overhead Line Construction《架空线结构用镀锌钢螺栓和螺母》.pdf

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1、 The Institute of Electrical and Electronics Engineers, Inc.3 Park Avenue, New York, NY 10016-5997, USACopyright 1999 by the Institute of Electrical and Electronics Engineers, Inc.All rights reserved. Published 30 December 1999. Printed in the United States of America.Print:ISBN 0-7381-1841-9 SH9480

2、3PDF:ISBN 0-7381-1842-7 SS94803No part of this publication may be reproduced in any form, in an electronic retrieval system or otherwise, without the prior written permission of the publisher.IEEE Std C135.1-1999(Revision of ANSI C135.1-1979)IEEE Standard for Zinc-Coated Steel Bolts and Nuts for Ove

3、rhead Line ConstructionSponsorTransmission and Distribution Committeeof theIEEE Power Engineering SocietyApproved 16 September 1999IEEE-SA Standards BoardAbstract:The requirements for inch-based carriage bolts, machine bolts, double-arming bolts, anddouble-end bolts and nuts, commonly used in overhe

4、ad line construction and where the appliedload is primarily a tensile load, are covered.Keywords:Double-arming bolts, double-end bolts, double-end nuts, inch-based carriage bolts,machine bolts.IEEE Standardsdocuments are developed within the IEEE Societies and the Standards Coordinating Com-mittees

5、of the IEEE Standards Association (IEEE-SA) Standards Board. Members of the committees servevoluntarily and without compensation. They are not necessarily members of the Institute. The standardsdeveloped within IEEE represent a consensus of the broad expertise on the subject within the Institute asw

6、ell as those activities outside of IEEE that have expressed an interest in participating in the development ofthe standard.Use of an IEEE Standard is wholly voluntary. The existence of an IEEE Standard does not imply that thereare no other ways to produce, test, measure, purchase, market, or provide

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12、o provide an instant response to interpretation requests except in those cases wherethe matter has previously received formal consideration. Comments on standards and requests for interpretations should be addressed to:Secretary, IEEE-SA Standards Board445 Hoes LaneP.O. Box 1331Piscataway, NJ 08855-

13、1331USAAuthorization to photocopy portions of any individual standard for internal or personal use is granted by theInstitute of Electrical and Electronics Engineers, Inc., provided that the appropriate fee is paid to CopyrightClearance Center. To arrange for payment of licensing fee, please contact

14、 Copyright Clearance Center, Cus-tomer Service, 222 Rosewood Drive, Danvers, MA 01923 USA; (978) 750-8400. Permission to photocopyportions of any individual standard for educational classroom use can also be obtained through the Copy-right Clearance Center.Note: Attention is called to the possibilit

15、y that implementation of this standard mayrequire 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 inconnection therewith. The IEEE shall not be responsible for identifying patents forw

16、hich a license may be required by an IEEE standard or for conducting inquiries intothe legal validity or scope of those patents that are brought to its attention.Copyright 1999 IEEE. All rights reserved.iiiIntroduction(This introduction is not part of IEEE Std C135.1-1999, IEEE Standard for Zinc-Coa

17、ted Steel Bolts and Nuts for Over-head Line Construction.)This standard supersedes ANSI C135.1-1979, American National Standard for Galvanized Steel Bolts andNuts for Overhead Line Construction.ParticipantsAt the time this standard was completed, the Working Group on Pole Line Hardware of the Transm

18、issionand Distribution Committee of the IEEE Power Engineering Society had the following membership:Ronald J. Oedemann,ChairChris Severs,Vice-ChairThe following members of the balloting committee voted on this standard:Nick AnnasJames D. ApplequistFrederick W. BurtelsonEdward DziedzicThomas EvisonJo

19、hn FarringtonDonald G. HealdRichard W. HenselNunnally JohnsonRalph O. JonesEdward A. KiernozekRobert O. KlugeDavid J. KouryKeith E. LindseyRobert C. PetersPatrick D. QuinnKarl F. Reed IISteven D. ScholfieldSteve SmithLewis M. WhisonantCary H. YuanErnest BakerJohn S. BonnesenWilliam A. ChisholmJames

20、F. ChristensenDouglas C. DawsonJames FunkeErnie GalloErnie A. GoodmanWillliam GreasonPhillip HavensAndrew Robert HilemanDavid W. JacksonWilhelm H. KappEd KnappJoseph L. KoepfingerCarl E. LindquistWilliam A. MaguireAlbert R. MartinFrancois D. MartzloffNigel P. McQuinDaleep C. MohlaArun NarangRichard

21、OdenbergHans-Wolfgang OertelJoseph C. OsterhoutMichael ParentePercy E. PoolAlan W. RebeckThomas J. RozekJohn A. SiemonKeith B. StumpDonald B. TurnerDiethard UnterwegerArnold VitolsMatthew S. WakehamSteve G. WhisenantJames Wilson Jr.Jonathan J. WoodworthDonald M. WordenivCopyright 1999 IEEE. All righ

22、ts reserved.When the IEEE-SA Standards Board approved this standard on 16 September 1999, it had the followingmembership:Richard J. Holleman,ChairDonald N. Heirman,Vice ChairJudith Gorman,Secretary*Member EmeritusAlso included is the following nonvoting IEEE-SA Standards Board liaison:Robert E. Hebn

23、erAndrew D. IckowiczIEEE Standards Project EditorSatish K. AggarwalDennis BodsonMark D. BowmanJames T. CarloGary R. EngmannHarold E. EpsteinJay Forster*Ruben D. GarzonJames H. GurneyLowell G. JohnsonRobert J. KennellyE. G. “Al” KienerJoseph L. Koepfinger*L. Bruce McClungDaleep C. MohlaRobert F. Munz

24、nerLouis-Franois PauRonald C. PetersenGerald H. PetersonJohn B. PoseyGary S. RobinsonAkio TojoHans E. WeinrichDonald W. ZipseCopyright 1999 IEEE. All rights reserved.vContents1. Overview 11.1 Scope 11.2 Application. 12. References 13. Material 23.1 Bolts . 23.2 Nuts 24. Dimensions 24.1 Bolt length 2

25、4.2 Machine bolt heads 24.3 Carriage bolt heads 24.4 Nuts 24.5 Semicone points. 35. Threads. 75.1 Kind of thread 75.2 Dimensions and class of external thread for bolts . 75.3 Threads of zinc-coated bolts 75.4 Dimensions for nuts and tapped parts 75.5 Length of threads . 86. Strength 86.1 Tensile str

26、ength 86.2 Cold bend test 97. Sizes . 98. Corrosion protection 109. Finish . 1010. Marking of bolts. 1011. Marking of shipping packages. 10Copyright 1999 IEEE. All rights reserved.1IEEE Standard for Zinc-Coated Steel Bolts and Nuts for Overhead Line Construction1. Overview1.1 ScopeThis standard cove

27、rs the requirements for inch-based carriage bolts, machine bolts, double-arming bolts, anddouble-end bolts and nuts commonly used in overhead line construction and where the applied load is pri-marily a tensile load. Where shear loads are of importance, reference should be made to ASTM A394-93.1Metr

28、ic bolts and nuts are not covered by this standard.1.2 PurposeBolts and nuts conforming to this standard shall, in all respects, meet the basic dimensional and performancerequirements hereinafter stated. The text and specifications or standards references supplement each otherand shall be considered

29、 as parts of this standard.2. ReferencesThis standard shall be used in conjunction with the following publications:ANSI B18.2.1-92, American National Standard for Square and Hex Bolts and Screws.ANSI/ASME B18.5-90, American National Standard for Round Head Bolts.2ANSI/ASME B18.2.2-93, American Natio

30、nal Standard for Square and Hex Nuts.ANSI/ASME B1.1-89, American National Standard for Unified Screw Threads.1Information on references can be found in Clause 2.2ANSI publications are available from the Sales Department, American National Standards Institute, 11 West 42nd Street, 13th Floor,New York

31、, NY 10036, USA (http:/www.ansi.org/). ASME publications are available from the American Society of Mechanical Engi-neers, 3 Park Avenue, New York, NY 10016-5990, USA (http:/www.asme.org/).IEEEStd C135.1-1999 IEEE STANDARD FOR ZINC-COATED STEEL BOLTS2Copyright 1999 IEEE. All rights reserved.ASTM A15

32、3/A153M-95, Standard Specification for Zinc Coating on Iron and Steel Hardware.3ASTM A394-93, Standard Specification for Steel Transmission Tower Bolts, Zinc-Coated and Bare.3. Material3.1 BoltsAll bolts shall be made from one of the following materials:a) Hot-headed bolts, double-arming bolts, and

33、double-end bolts shall be made from hot-rolled steel thathas been produced by the open-hearth, basic-oxygen, or electric-furnace process and which is of agrade and quality suitable to meet the requirements of this standard.b) Cold-headed carriage bolts and machine bolts shall be made from steel cold

34、-heading wire, producedby the open-hearth, basic-oxygen, or electric-furnace process, and which is of a grade and qualitysuitable to meet the requirements of this standard, and shall be reheated if necessary to meetrequirements.3.2 NutsNuts for bolts made from steel, in accordance with item a) and i

35、tem b) in 3.1, shall be made from hot-rolledsteel that has been produced by the open-hearth, basic-oxygen, or electric-furnace process, and which is of agrade and quality suitable to meet the requirements of this standard.4. Dimensions4.1 Bolt lengthThe length of semicone-pointed bolts shall be meas

36、ured from the underside of the head to the last thread atthe end of the bolt. The length of all other bolts shall be measured from the underside of the head to the endof the bolt. The points of double-arming and double-end bolts shall not be included in the length.4.2 Machine bolt headsAll machine b

37、olt heads shall be regular square or hexagonal, and shall be in accordance with ANSI B18.2.1-92. The dimensions of machine bolt heads before zinc coating shall be as given in Table 1 and Table 2.4.3 Carriage bolt headsAll carriage bolt heads shall be in accordance with ANSI/ASME B18.5-90. The dimens

38、ions before zinccoating shall be as given in Table 3.4.4 NutsAll nuts shall be square or hexagonal in accordance with ANSI/ASME B18.2.2-93. The dimensions prior tozinc coating are given in Table 4 and Table 5.3ASTM publications are available from the American Society for Testing and Materials, 100 B

39、arr Harbor Drive, West Conshohocken,PA 19428-2959, USA (http:/www.astm.org/).IEEEAND NUTS FOR OVERHEAD LINE CONSTRUCTION Std C135.1-1999Copyright 1999 IEEE. All rights reserved.34.5 Semicone pointsMachine bolts and double-arming bolts that are 1/2 in, 5/8 in, and 3/4 in in diameter, 8 in and longer,

40、 shallhave semicone points with the nominal dimensions shown in Table 6. The thread end of bolts not requiringsemicone points shall be chamfered or rounded.NOTE1 in = 25.4 mm Table 1Dimensions of square-head bolts (in inches)Nominal bolt sizeWidth across flats Width across corners Height Maximum rad

41、ius of filletBasic Max. Min. Max. Min. Basic Max. Min.3/8 9/16 0.562 0.544 0.795 0.747 1/4 0.268 0.232 0.0311/2 3/4 0.750 0.725 1.061 0.995 21/64 0.348 0.308 0.0315/8 15/16 0.938 0.906 1.326 1.244 27/64 0.444 0.400 0.0623/4 1 1/8 1.125 1.088 1.591 1.494 1/2 0.524 0.476 0.0627/8 1 5/16 1.312 1.269 1.

42、856 1.742 19/32 0.620 0.568 0.0621 1 1/2 1.500 1.450 2.121 1.991 21/32 0.684 0.628 0.0931 1/4 1 7/8 1.875 1.812 2.652 2.489 27/32 0.876 0.812 0.093NOTES1The top of the head shall be flat and chamfered. The diameter of the chamfer circle shall be equal to the maxi-mum width across flats, within a tol

43、erance of 15%.2The maximum width across flats applies at all points. No transverse section through the head between 25% and 75% of head height, as measured from the bearing surface, shall be less than the minimum width across flats.3The bearing surface shall be at right angles to the axis of the bod

44、y within a tolerance of 3 for sizes 1 in and smaller, and 2 for sizes larger than 1 in.4The axis of the head shall be concentric with the axis of the body (determined by one diameter length of the body under the head) within a tolerance equal to 3% (6% FIR) of maximum width across flats.5Any swell,

45、fin under the head, or die seam on the body shall not exceed the basic bolt diameter by the following:0.030 in for sizes up to 1/2 in, inclusive0.050 in for sizes 5/8 in and 3/4 in0.060 in for sizes 7/8 in to 1 1/4 in, inclusiveIEEEStd C135.1-1999 IEEE STANDARD FOR ZINC-COATED STEEL BOLTS4Copyright

46、1999 IEEE. All rights reserved.Table 2Dimensions of hex-head bolts (in inches) Nominal bolt sizeWidth across flats Width across corners Height Maximum radius of filletBasic Max. Min. Max. Min. Basic Max. Min.3/8 9/16 0.562 0.544 0.650 0.620 1/4 0.268 0.226 0.0311/2 3/4 0.750 0.725 0.866 0.826 11/32

47、0.364 0.302 0.0315/8 15/16 0.938 0.906 1.083 1.033 27/64 0.444 0.378 0.0623/4 1 1/8 1.125 1.088 1.299 1.240 1/2 0.524 0.455 0.0627/8 1 5/16 1.312 1.269 1.516 1.447 37/64 0.604 0.531 0.0621 1 1/2 1.500 1.450 1.732 1.653 43/64 0.700 0.591 0.0931 1/4 1 7/8 1.875 1.812 2.165 2.066 27/32 0.876 0.749 0.09

48、3NOTES1The top of the head shall be flat and chamfered. The diameter of the chamfer circle shall be equal to the maxi-mum width across flats, within a tolerance of 15%.2The maximum width across flats applies at all points. No transverse section through the head between 25% and 75% of head height, as

49、 measured from the bearing surface, shall be less than the minimum width across flats.3The bearing surface shall be at right angles to the axis of the body within a tolerance of 3 for sizes 1 in and smaller, and 2 for sizes larger than 1 in.4The axis of the head shall be concentric with the axis of the body (determined by one diameter length of the body under the head) within a tolerance equal to 3% (6% FIR) of maximum width across flats.5Any swell, fin under the head, or die seam on the body shall not exceed the basic bolt diameter by the following:0.030