ANSI NEMA C136.46-2013 For Roadway and Area Lighting Equipment Concrete Lighting Poles.pdf

1、NEMA Standards PublicationNational Electrical Manufacturers AssociationANSI C136.46-2013Roadway and Area Lighting Equipment Concrete Lighting PolesANSI C136.46-2013 Revision of C136.36B-2008 American National Standard For Roadway and Area Lighting Equipment Concrete Lighting Poles Secretariat: Natio

2、nal Electrical Manufacturers Association Approved October 18, 2013 Published January 31, 2014 American National Standards Institute, Inc. ANSI C136.46-2013 Page ii 2014 National Electrical Manufacturers Association NOTICE AND DISCLAIMER The information in this publication was considered technically

3、sound by the consensus of persons engaged in the development and approval of the document at the time it was developed. Consensus does not necessarily mean that there is unanimous agreement among every person participating in the development of this document. American National Standards Institute (A

4、NSI) standards and guideline publications, of which the document contained herein is one, are developed through a voluntary consensus standards development process. This process brings together volunteers and/or seeks out the views of persons who have an interest in the topic covered by this publica

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12、ility of the certifier or maker of the statement. ANSI C136.46-2013 Page iii 2014 by National Electrical Manufacturers Association AMERICAN NATIONAL STANDARD Approval of an American National Standard requires verification by ANSI. ANSI states that the requirements for due process, consensus, and oth

13、er criteria for approval have been met by the standards developer. Consensus is established when, in the judgment of the ANSI Board of Standards Review, substantial agreement has been reached by directly and materially affected interests. Substantial agreement means significantly more than a simple

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15、approved the standards or not, from: manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming to the standards. The American National Standards Institute does not develop standards, and will under no circumstances give an interpretation of any American Nationa

16、l Standard. Moreover, no person shall have the right or authority to issue an interpretation of an American National Standard in the name of the American National Standards Institute. Requests for interpretations should be addressed to the secretariat or sponsor whose name appears on the title page

17、of this standard. Caution Notice: This American National Standard may be revised or withdrawn at any time. The procedures of the American National Standards Institute require that action be taken periodically to reaffirm, revise, or withdraw this standard. Purchasers of American National Standards m

18、ay receive current information on all standards by calling or writing the American National Standards Institute. Published by National Electrical Manufacturers Association 1300 North 17th Street, Rosslyn, VA 22209 Copyright 2013 by National Electrical Manufacturers Association All rights reserved in

19、cluding translation into other languages, reserved under the Universal Copyright Convention, the Berne Convention for the Protection of Literary and Artistic Works, and the International and Pan American Copyright Conventions. No part of this publication may be reproduced in any form, in an electron

20、ic retrieval system or otherwise, and without the prior written permission of the publisher. Printed in the United States of America. ANSI C136.46-2013 Page iv 2014 National Electrical Manufacturers Association ANSI C136.46-2013 Page v 2014 National Electrical Manufacturers Association TABLE OF CONT

21、ENTS Foreword vii 1 Scope . 1 2 Normative References 1 3 Informative References 1 4 Definitions . 1 5 Pole Classification and Design Considerations 2 5.1 General 2 5.1.1 User Provided Specifications 2 5.1.2 Manufacturer Responsibility 2 Table 1 Design Requirements for Various Classifications 3 6 Mat

22、erials . 3 6.1 Cement 3 6.2 Pigments . 3 6.3 Water . 3 6.4 Aggregates 3 6.5 Admixtures 3 6.6 Reinforcing Steel . 3 6.6.1 Pre-Stressed Longitudinal Reinforcing Steel 3 6.6.2 Non-Pre-Stressed Longitudinal Reinforcing Steel (Rebar) . 4 6.6.3 Helical Reinforcement . 4 7 Manufacturing . 4 7.1 Concrete Co

23、verage . 4 7.2 Concrete Strength . 4 7.3 Raceway 4 7.4 Pole Tops 4 7.5 Environmental . 4 8 Wiring and Access 4 8.1 Wiring Apertures . 4 8.1.1 Reinforcement . 4 8.1.2 Distance 4 8.1.3 Width . 4 8.2 Hand Hole . 5 8.3 Grounding 5 9 Marking . 5 9.1 Length and Classification 5 9.2 Record Maintenance . 5

24、10 Standard Tolerances 5 11 Structural Testing . 5 11.1 Transverse Bending Strength Testing 5 11.1.1 Placement . 5 11.1.2 Load Placement 6 11.1.3 Maximum Load 6 11.1.4 Measurement 6 11.2 Torsional Testing . 6 11.3 Cracking Testing . 6 ANSI C136.46-2013 Page vi 2014 National Electrical Manufacturers

25、Association 11.4 Acceptance Criteria for Interpreting Test Results . 6 11.5 Ongoing Testing 6 12 Base-Plate Poles 6 12.1 Materials 6 12.2 Attachment 6 13 Allowable Deflection . 6 Table 2 Maximum Allowable Deflection with Standard Assumptions . 7 ANSI C136.46-2013 Page vii 2014 National Electrical Ma

26、nufacturers Association FOREWORD At the time this standard was approved the ANSI C136 committee was composed of the following members: Alabama Power LITES American Electric Lighting National Grid Caltrans OSRAM SYLVANIA Inc. Ceravision Philips HADCO City of Kansas City, Missouri Philips Lumec City o

27、f Los Angeles, Bureau of Street Lighting PNNL Duke Energy ROAM/DTL Duke Energy - Florida SELC Lighting Eatons Cooper Lighting Shakespeare Composite Structures Edison Electric Institute South Carolina Electric & Gas EPRI SouthConn Technologies, Inc. EYE Lighting International of N.A., Inc. StressCret

28、e Ltd/King Luminaire Co., Inc. Florida Power and Light Sunrise Technologies, Inc./FP Outdoor Lighting Controls FRE Composites (2005) Inc. TE Connectivity GE Lighting Toshiba International Corporation Georgia Power Company Utility Metals Division of Fabricated Metals, LLC Gulf Power Company Valmont S

29、tructures Hapco Aluminum Pole Products Vamas Engineering and Consultants Holophane An Acuity Brands Company Vandal Shields Hubbell Lighting, Inc. Xcel Energy Inovus Solar Intelligent Illuminations Inc. Kauffman Consulting, LLC LED Roadway Lighting ANSI C136.46-2013 Page 1 2014 by National Electrical

30、 Manufacturers Association 1 SCOPE This standard applies to concrete lighting poles used in roadway and area lighting equipment and includes nomenclature, performance criteria, marking and recordkeeping requirements, and certain minimal material needs. It does not cover concrete poles manufactured w

31、ith any modified concrete mix incorporating the use of polymers or other modifiers. 2 NORMATIVE REFERENCES This standard incorporates by reference provisions from other publications. These normative references are cited at the appropriate places in the text, and the publications are listed below. Fo

32、r undated references, the latest edition of the publication referred to applies (including amendments). ASTM A416 Pre-stressing Steel Reinforcement ASTM C-150 Cement ASTM C-494 Admixtures 3 INFORMATIVE REFERENCES This standard is intended to be used in conjunction with the following publications. Th

33、e latest edition of the publication applies (including amendments). AASHTO LTS Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals ANSI C136.3 American National Standard for Roadway and Area Lighting Equipment Luminaire Attachments ANSI C136.21 American

34、National Standard for Roadway and Area Lighting Equipment Vertical Tenons Used with Post-Top Mounted Luminaires CSA A14 Concrete Poles ASTM A82-97a Standard Specification for Steel Wire, Plain, for Concrete Reinforcement 4 DEFINITIONS Anchor Base: A base plate attached to the butt of a pole by appro

35、ved means to accommodate anchor bolts connected to a foundation. Aperture: Any opening in a pole more than 2 in (50 mm) across the width, or more than 4 in (100 mm) along the length of the pole. Arm: A structural member attached approximately perpendicularly to a pole to which a luminaire may be att

36、ached. Bolt Circle: The diameter of a circle that intersects the anchor bolts that are spaced an equal distance from each other. Static Cast Pole: A pole in which the concrete is compacted by means of vibration. Classification Test: The bending test described in sections 11.1 and 11.2 to verify the

37、designed performance of a pole. Cracking Load: The load applied to a pole to create a bending moment that causes the pole to form a crack, while under load attaining a width of 0.004 in (0.1 mm), which usually occurs on the tension face of the pole. ANSI C136.46-2013 Page 2 2014 National Electrical

38、Manufacturers Association Direct Burial, or Direct Embedment: A term used to describe the installation of a pole where a given length of the pole is buried directly in the ground and supported thereafter by compacted fill around it. Effective Projected Area (EPA): The projected area that would have

39、the same drag if its coefficient of drag was 1. Hand hole: A covered opening in the pole, the axis of which is perpendicular to the axis of the pole and located above ground level that provides access to internal wiring and splices. Helical Reinforcement: Wire reinforcement continuously wrapped arou

40、nd the main longitudinal reinforcement to reinforce the pole in a circumferential direction. Ornamental Pole: Any pole with an expanded, stepped, or flared section at ground line that is not subject to a regular taper. Slipfitter: A cylindrical receptacle at the base of a luminaire that fits directl

41、y on to a pole equipped with a tenon. Spun Pole: A pole in which the concrete is distributed and compacted by centrifugal force. standard pole: A pole that is either non-tapered or subject to a standard taper over its entire above ground length. Tenon: A metal sleeve attached to the top of a pole fo

42、r the purpose of supporting a slipfitter. Ultimate Load: The maximum load that the pole can sustain prior to failure. Ultimate Torque: The highest torque in a torsion test the pole can sustain prior to failure. Working Strength: Per AASHTO, a load factor of 1.3 and a reduction in strength factor of

43、0.9 is to be used, resulting in a safety factor of approximately 1.44, unless otherwise specified by the end user. 5 POLE CLASSIFICATION AND DESIGN CONSIDERATIONS 5.1 General 5.1.1 User Provided Specifications Purchaser may specify pole strength by specifying the Class as shown in Table 1. If the pu

44、rchaser does not specify the Class, they must supply the manufacturer with all equipment being assembled on the pole including weights, EPA, location of the parts on the pole and wind zone requirements. The manufacturer shall determine the pole Class required based on the information provided. 5.1.2

45、 Manufacturer Responsibility Poles made in accordance to this standard shall be designed by the manufacturer to meet all requirements specified by the purchaser. This includes, but is not limited to, height above grade, method of installation, color, finish, street lighting equipment mounting detail

46、s, etc. Any custom requirements such as pole coating, Ground Fault Circuit Interrupter (GFCI) receptacles, banner arms, etc. shall be provided by the purchaser. ANSI C136.46-2013 Page 3 2014 National Electrical Manufacturers Association TABLE 1 DESIGN REQUIREMENTS FOR VARIOUS CLASSIFICATIONS Class M

47、inimum Load Requirements Remarks Minimum Ultimate Transverse Load lbs (kN) Minimum Ultimate Torque ft.lbs (kN-M) Extra light duty (Class AA) 450 (2.0) n/a Max. height above grade 25 ft (7.62 m) Light duty (Class A) 600 (2.7) 1,100 (1.50) Max. height above grade 35 ft (10.7 m) Medium duty (Class B) 9

48、00 (4.0) 1,100 (1.50) Max. height above grade 40 ft (12.19 m) Heavy duty (Class C) 1,200 (5.3) 2,750 (3.75) Max. height above grade 45 ft (13.72 m) Extra heavy duty (Class D) 1,500 (6.7) 2,750 (3.75) Max. height above grade 60 ft (18.29 m) Special Custom structural design 6 MATERIALS 6.1 Cement Ceme

49、nt and supplementary cementitious materials shall conform to ASTM C-150 Type 1 or 3. 6.2 Pigments Color pigments shall be iron or chrome oxides and shall not be used in any quantity that could adversely affect the strength and durability of the concrete. 6.3 Water Water used for mixing concrete shall be free of any substances that may affect strength or durability. 6.4 Aggregates Aggregates shall be clean and graded, conforming to the requirements of ASTM C-33. 6.5 Admixtures Admixtures, where used, shall conform to the requirements of ASTM C-494. Accelerat