AS/NZS 4677:2010
AS/NZS 4677:2010
Steel utility services poles
Standards Australia
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<pageno>1</pageno>
<text>AS/NZS 4677:2010 STEEL UTILITY SERVICES POLES</text>
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<pageno>4</pageno>
<text>PREFACE</text>
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<pageno>5</pageno>
<text>CONTENTS</text>
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<pageno>6</pageno>
<text>SECTION 1 SCOPE AND GENERAL</text>
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<pageno>6</pageno>
<text>1.1 SCOPE</text>
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<pageno>6</pageno>
<text>1.2 APPLICATION</text>
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<pageno>6</pageno>
<text>1.3 REFERENCED DOCUMENTS</text>
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<pageno>6</pageno>
<text>1.4 DEFINITIONS AND DIMENSIONS</text>
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<pageno>6</pageno>
<text>1.5 CLASSIFICATION</text>
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<pageno>6</pageno>
<text>1.6 MARKING</text>
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<pageno>6</pageno>
<text>1.6.1 General</text>
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<pageno>7</pageno>
<text>1.6.2 Form of marking</text>
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<pageno>8</pageno>
<text>SECTION 2 GENERAL REQUIREMENTS</text>
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<pageno>8</pageno>
<text>2.1 MATERIALS</text>
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<pageno>8</pageno>
<text>2.1.1 General</text>
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<pageno>8</pageno>
<text>2.1.2 Structural steels</text>
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<pageno>8</pageno>
<text>2.1.3 Bolts and bolting</text>
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<pageno>8</pageno>
<text>2.1.4 Welding consumables</text>
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<pageno>8</pageno>
<text>2.1.5 Concrete</text>
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<pageno>8</pageno>
<text>2.2 DESIGN FOR STRENGTH AND SERVICEABILITY</text>
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<pageno>8</pageno>
<text>2.3 FABRICATION</text>
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<pageno>8</pageno>
<text>2.3.1 General</text>
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<pageno>8</pageno>
<text>2.3.2 Welding</text>
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<pageno>8</pageno>
<text>2.3.3 Bolting</text>
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<pageno>10</pageno>
<text>2.3.4 Surface finish</text>
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<pageno>10</pageno>
<text>2.3.5 Overlap length</text>
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<pageno>10</pageno>
<text>2.4 ASSEMBLY AND ERECTION</text>
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<pageno>10</pageno>
<text>2.4.1 Assembly</text>
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<pageno>11</pageno>
<text>2.4.2 Erection</text>
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<pageno>12</pageno>
<text>SECTION 3 PARTICULAR REQUIREMENTS</text>
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<pageno>12</pageno>
<text>3.1 STREET LIGHTING POLES</text>
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<pageno>12</pageno>
<text>3.1.1 General</text>
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<pageno>12</pageno>
<text>3.1.2 Pole components</text>
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<pageno>12</pageno>
<text>3.1.3 Base fixing</text>
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<pageno>12</pageno>
<text>3.1.4 Electrical provisions</text>
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<pageno>13</pageno>
<text>3.2 FLOODLIGHTING AND COMMUNICATION POLES</text>
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<pageno>13</pageno>
<text>3.2.1 General</text>
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<pageno>13</pageno>
<text>3.2.2 Pole components</text>
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<pageno>13</pageno>
<text>3.2.3 Electrical provisions</text>
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<pageno>14</pageno>
<text>3.2.4 Access for inspection or maintenance</text>
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<pageno>14</pageno>
<text>3.3 AERIAL CONDUCTOR POLES</text>
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<pageno>14</pageno>
<text>3.3.1 General</text>
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<pageno>14</pageno>
<text>3.3.2 Pole components</text>
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<pageno>14</pageno>
<text>3.3.3 Electrical earthing</text>
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<pageno>14</pageno>
<text>3.3.4 Access for inspection and maintenance</text>
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<pageno>14</pageno>
<text>3.4 TRAFFIC SIGNAL POLES</text>
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<pageno>15</pageno>
<text>APPENDIX A - MEANS FOR DEMONSTRATING COMPLIANCE WITH THIS STANDARD</text>
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<pageno>15</pageno>
<text>A1 SCOPE</text>
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<pageno>15</pageno>
<text>A2 STATISTICAL SAMPLING</text>
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<pageno>15</pageno>
<text>A3 PRODUCT CERTIFICATION</text>
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<pageno>16</pageno>
<text>A4 SUPPLIER'S QUALITY MANAGEMENT SYSTEM</text>
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<pageno>16</pageno>
<text>A5 OTHER MEANS OF ASSESSMENT</text>
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<pageno>17</pageno>
<text>APPENDIX B - REFERENCED STANDARDS AND OTHER DOCUMENTS</text>
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<pageno>19</pageno>
<text>APPENDIX C - EXAMPLES OF SLIP-BASE SYSTEMS</text>
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<pageno>22</pageno>
<text>APPENDIX D - ELECTRICAL DISCONNECT SYSTEM</text>
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<pageno>23</pageno>
<text>APPENDIX E - INFORMATION TO BE SUPPLIED BY PURCHASER</text>
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Specifies minimum requirements for the materials, design, fabrication and erection of steel 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.
This Standard specifies minimum requirements for the materials, design, fabrication and erection of steel utility services poles.
The Standard applies to steel 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 lattice steel towers and masts, freestanding or guyed, nor to steel flag poles.
NOTES:
1 Means for demonstrating compliance with this Standard are given in Appendix A.
2 Design of lattice steel towers and masts is specified in AS 3995.
Document Type | Standard |
Status | Current |
Publisher | Standards Australia |
Committee | CE-019 |
Supersedes |
|