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AS/NZS 4065:2010

AS/NZS 4065:2010

Concrete utility services poles

Standards Australia

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Table of Contents

<toc>
<bookmarktable>
<bookmark index='0'>
<pageno>1</pageno>
<text>AS/NZS 4065:2010 CONCRETE UTILITY SERVICES POLES</text>
<bookmark index='1'>
<pageno>4</pageno>
<text>PREFACE</text>
</bookmark>
<bookmark index='2'>
<pageno>5</pageno>
<text>CONTENTS</text>
</bookmark>
<bookmark index='3'>
<pageno>6</pageno>
<text>SECTION 1 SCOPE AND GENERAL</text>
<bookmark index='4'>
<pageno>6</pageno>
<text>1.1 SCOPE</text>
</bookmark>
<bookmark index='5'>
<pageno>6</pageno>
<text>1.2 APPLICATION</text>
</bookmark>
<bookmark index='6'>
<pageno>6</pageno>
<text>1.3 REFERENCED DOCUMENTS</text>
</bookmark>
<bookmark index='7'>
<pageno>6</pageno>
<text>1.4 DEFINITIONS</text>
<bookmark index='8'>
<pageno>6</pageno>
<text>1.4.1 Along-line direction</text>
</bookmark>
<bookmark index='9'>
<pageno>6</pageno>
<text>1.4.2 Deflection</text>
</bookmark>
<bookmark index='10'>
<pageno>6</pageno>
<text>1.4.3 Failure</text>
</bookmark>
<bookmark index='11'>
<pageno>6</pageno>
<text>1.4.4 Load at the serviceability limit state</text>
</bookmark>
<bookmark index='12'>
<pageno>7</pageno>
<text>1.4.5 Load at the strength limit state</text>
</bookmark>
<bookmark index='13'>
<pageno>7</pageno>
<text>1.4.6 Straightness</text>
</bookmark>
<bookmark index='14'>
<pageno>7</pageno>
<text>1.4.7 Test load</text>
</bookmark>
<bookmark index='15'>
<pageno>7</pageno>
<text>1.4.8 Transverse direction</text>
</bookmark>
</bookmark>
<bookmark index='16'>
<pageno>7</pageno>
<text>1.5 CLASSIFICATION</text>
</bookmark>
<bookmark index='17'>
<pageno>7</pageno>
<text>1.6 MARKING</text>
<bookmark index='18'>
<pageno>7</pageno>
<text>1.6.1 General</text>
</bookmark>
<bookmark index='19'>
<pageno>7</pageno>
<text>1.6.2 Form of marking</text>
</bookmark>
</bookmark>
<bookmark index='20'>
<pageno>8</pageno>
<text>1.7 PHYSICAL CHARACTERISTICS</text>
<bookmark index='21'>
<pageno>8</pageno>
<text>1.7.1 General</text>
</bookmark>
<bookmark index='22'>
<pageno>8</pageno>
<text>1.7.2 Dimensions and ultimate loads</text>
</bookmark>
<bookmark index='23'>
<pageno>8</pageno>
<text>1.7.3 Structural test for poles</text>
</bookmark>
</bookmark>
</bookmark>
<bookmark index='24'>
<pageno>9</pageno>
<text>SECTION 2 GENERAL REQUIREMENTS</text>
<bookmark index='25'>
<pageno>9</pageno>
<text>2.1 MATERIALS</text>
<bookmark index='26'>
<pageno>9</pageno>
<text>2.1.1 General</text>
</bookmark>
<bookmark index='27'>
<pageno>9</pageno>
<text>2.1.2 Concrete</text>
</bookmark>
<bookmark index='28'>
<pageno>9</pageno>
<text>2.1.3 Reinforcement</text>
</bookmark>
<bookmark index='29'>
<pageno>9</pageno>
<text>2.1.4 Tendons and anchorages</text>
</bookmark>
<bookmark index='30'>
<pageno>9</pageno>
<text>2.1.5 Other components</text>
</bookmark>
</bookmark>
<bookmark index='31'>
<pageno>9</pageno>
<text>2.2 DESIGN FOR STRENGTH AND SERVICEABILITY</text>
</bookmark>
<bookmark index='32'>
<pageno>9</pageno>
<text>2.3 MANUFACTURE</text>
<bookmark index='33'>
<pageno>9</pageno>
<text>2.3.1 Formwork</text>
</bookmark>
<bookmark index='34'>
<pageno>9</pageno>
<text>2.3.2 Reinforcement and tendon placement</text>
</bookmark>
<bookmark index='35'>
<pageno>9</pageno>
<text>2.3.3 Casting</text>
</bookmark>
<bookmark index='36'>
<pageno>10</pageno>
<text>2.3.4 Protection and curing</text>
</bookmark>
<bookmark index='37'>
<pageno>10</pageno>
<text>2.3.5 Stressing of tendons and protection of tendons and anchorages</text>
</bookmark>
<bookmark index='38'>
<pageno>10</pageno>
<text>2.3.6 Surface finish</text>
</bookmark>
<bookmark index='39'>
<pageno>10</pageno>
<text>2.3.7 Tolerances</text>
</bookmark>
</bookmark>
</bookmark>
<bookmark index='40'>
<pageno>11</pageno>
<text>SECTION 3 PARTICULAR REQUIREMENTS</text>
<bookmark index='41'>
<pageno>11</pageno>
<text>3.1 GENERAL</text>
<bookmark index='42'>
<pageno>11</pageno>
<text>3.1.1 Compliance</text>
</bookmark>
<bookmark index='43'>
<pageno>11</pageno>
<text>3.1.2 Access barrier</text>
</bookmark>
<bookmark index='44'>
<pageno>11</pageno>
<text>3.1.3 Step bolt anchors</text>
</bookmark>
<bookmark index='45'>
<pageno>11</pageno>
<text>3.1.4 Provision of holes and ferrules</text>
</bookmark>
<bookmark index='46'>
<pageno>11</pageno>
<text>3.1.5 Galvanizing</text>
</bookmark>
<bookmark index='47'>
<pageno>12</pageno>
<text>3.1.6 Electrical requirements</text>
</bookmark>
<bookmark index='48'>
<pageno>12</pageno>
<text>3.1.7 Jointed poles</text>
</bookmark>
<bookmark index='49'>
<pageno>12</pageno>
<text>3.1.8 Handling and storage requirements</text>
</bookmark>
</bookmark>
<bookmark index='50'>
<pageno>12</pageno>
<text>3.2 STREET LIGHTING POLES</text>
<bookmark index='51'>
<pageno>12</pageno>
<text>3.2.1 Pole components</text>
</bookmark>
<bookmark index='52'>
<pageno>12</pageno>
<text>3.2.2 Electrical provisions</text>
</bookmark>
</bookmark>
<bookmark index='53'>
<pageno>13</pageno>
<text>3.3 FLOODLIGHTING AND COMMUNICATION POLES</text>
<bookmark index='54'>
<pageno>13</pageno>
<text>3.3.1 Pole components</text>
</bookmark>
<bookmark index='55'>
<pageno>13</pageno>
<text>3.3.2 Electrical provisions</text>
</bookmark>
<bookmark index='56'>
<pageno>13</pageno>
<text>3.3.3 Access for inspection or maintenance</text>
</bookmark>
</bookmark>
<bookmark index='57'>
<pageno>14</pageno>
<text>3.4 AERIAL CONDUCTOR POLES</text>
<bookmark index='58'>
<pageno>14</pageno>
<text>3.4.1 Pole components</text>
</bookmark>
<bookmark index='59'>
<pageno>14</pageno>
<text>3.4.2 Electrical earthing</text>
</bookmark>
<bookmark index='60'>
<pageno>14</pageno>
<text>3.4.3 Access for inspection and maintenance</text>
</bookmark>
</bookmark>
<bookmark index='61'>
<pageno>14</pageno>
<text>3.5 TRAFFIC SIGNAL POLES</text>
</bookmark>
</bookmark>
<bookmark index='62'>
<pageno>15</pageno>
<text>APPENDIX A - MEANS OF DEMONSTRATING COMPLIANCE WITH THIS STANDARD</text>
<bookmark index='63'>
<pageno>15</pageno>
<text>A1 SCOPE</text>
</bookmark>
<bookmark index='64'>
<pageno>15</pageno>
<text>A2 STATISTICAL SAMPLING</text>
</bookmark>
<bookmark index='65'>
<pageno>15</pageno>
<text>A3 PRODUCT CERTIFICATION</text>
</bookmark>
<bookmark index='66'>
<pageno>16</pageno>
<text>A4 SUPPLIER'S QUALITY MANAGEMENT SYSTEM</text>
</bookmark>
<bookmark index='67'>
<pageno>16</pageno>
<text>A5 OTHER MEANS OF ASSESSMENT</text>
</bookmark>
</bookmark>
<bookmark index='68'>
<pageno>17</pageno>
<text>APPENDIX B - REFERENCED DOCUMENTS</text>
</bookmark>
<bookmark index='69'>
<pageno>19</pageno>
<text>APPENDIX C - INFORMATION TO BE SUPPLIED BY PURCHASER</text>
</bookmark>
</bookmark>
</bookmarktable>
</toc>

Abstract

Specifies minimum requirements for the materials, design, fabrication and erection of concrete utility services poles. It is intended to be used in conjunction with the forthcoming issue of AS 4676, Structural design requirements for utility services poles.

Scope

This Standard specifies the minimum requirements for materials, design and manufacture of reinforced and prestressed concrete utility services poles.
The Standard applies to concrete poles and their component parts which support any one of street lights, floodlights, aerial conductors, electromotive-transport conductors, traffic signals, communication equipment, or similar utility services, or any combination of these services.
The Standard does not apply to concrete flag poles (see Note 2).
NOTES:
1 Methods for demonstrating compliance with this Standard are given in Appendix A.
2 Information on the additional loads induced by the temporary attachment of flags or banners to utility services poles is given in Appendix G of AS/NZS 4676.

General Product Information

Document Type Standard
Status Current
Publisher Standards Australia
Committee CE-019
Supersedes
  • DR 05425 CP
  • AS/NZS 4065:2000

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