AS 1085.17-2003 (R2013)
AS 1085.17-2003 (R2013)
Railway track material Steel sleepers
Standards Australia
Specials
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-
JIS Z 8909-3:2008
$78.00 (-56%) $34.32
Table of Contents
<toc>
<bookmarktable>
<bookmark index='0'>
<pageno>1</pageno>
<text>AS 1085.17-2003 RAILWAY TRACK MATERIAL - STEEL SLEEPERS</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>FOREWORD</text>
</bookmark>
<bookmark index='4'>
<pageno>7</pageno>
<text>SECTION 1 SCOPE AND GENERAL</text>
<bookmark index='5'>
<pageno>7</pageno>
<text>1.1 SCOPE</text>
</bookmark>
<bookmark index='6'>
<pageno>7</pageno>
<text>1.2 PURPOSE AND CONTEXT OF USE</text>
<bookmark index='7'>
<pageno>7</pageno>
<text>1.2.1 Function</text>
</bookmark>
<bookmark index='8'>
<pageno>7</pageno>
<text>1.2.2 Action</text>
</bookmark>
</bookmark>
<bookmark index='9'>
<pageno>7</pageno>
<text>1.3 TESTING</text>
</bookmark>
<bookmark index='10'>
<pageno>8</pageno>
<text>1.4 REFERENCED DOCUMENTS</text>
</bookmark>
<bookmark index='11'>
<pageno>8</pageno>
<text>1.5 DEFINITIONS</text>
<bookmark index='12'>
<pageno>8</pageno>
<text>1.5.1 Cant</text>
</bookmark>
<bookmark index='13'>
<pageno>8</pageno>
<text>1.5.2 End spade</text>
</bookmark>
<bookmark index='14'>
<pageno>8</pageno>
<text>1.5.3 Fastening</text>
</bookmark>
<bookmark index='15'>
<pageno>8</pageno>
<text>1.5.4 Gauge corner</text>
</bookmark>
<bookmark index='16'>
<pageno>9</pageno>
<text>1.5.5 Gauge point</text>
</bookmark>
<bookmark index='17'>
<pageno>9</pageno>
<text>1.5.6 In-face</text>
</bookmark>
<bookmark index='18'>
<pageno>9</pageno>
<text>1.5.7 Lateral load</text>
</bookmark>
<bookmark index='19'>
<pageno>9</pageno>
<text>1.5.8 Longitudinal load</text>
</bookmark>
<bookmark index='20'>
<pageno>9</pageno>
<text>1.5.9 Pod</text>
</bookmark>
<bookmark index='21'>
<pageno>9</pageno>
<text>1.5.10 Rail insulation pad</text>
</bookmark>
<bookmark index='22'>
<pageno>9</pageno>
<text>1.5.11 Rail seat</text>
</bookmark>
<bookmark index='23'>
<pageno>9</pageno>
<text>1.5.12 Shoulder</text>
</bookmark>
<bookmark index='24'>
<pageno>9</pageno>
<text>1.5.13 Side</text>
</bookmark>
<bookmark index='25'>
<pageno>9</pageno>
<text>1.5.14 Sleeper design life</text>
</bookmark>
<bookmark index='26'>
<pageno>9</pageno>
<text>1.5.15 Toe</text>
</bookmark>
<bookmark index='27'>
<pageno>9</pageno>
<text>1.5.16 Top</text>
</bookmark>
<bookmark index='28'>
<pageno>9</pageno>
<text>1.5.17 Track gauge</text>
</bookmark>
<bookmark index='29'>
<pageno>9</pageno>
<text>1.5.18 Vertical load</text>
</bookmark>
</bookmark>
<bookmark index='30'>
<pageno>10</pageno>
<text>1.6 NOTATION</text>
</bookmark>
</bookmark>
<bookmark index='31'>
<pageno>13</pageno>
<text>SECTION 2 PERFORMANCE REQUIREMENTS</text>
<bookmark index='32'>
<pageno>13</pageno>
<text>2.1 TRACK SYSTEM COMPATIBILITY</text>
</bookmark>
<bookmark index='33'>
<pageno>13</pageno>
<text>2.2 SERVICE LIFE</text>
<bookmark index='34'>
<pageno>13</pageno>
<text>2.2.1 General</text>
</bookmark>
<bookmark index='35'>
<pageno>13</pageno>
<text>2.2.2 Shape</text>
</bookmark>
<bookmark index='36'>
<pageno>13</pageno>
<text>2.2.3 Design stresses and ballast contact pressure</text>
</bookmark>
<bookmark index='37'>
<pageno>13</pageno>
<text>2.2.4 Design of details</text>
</bookmark>
<bookmark index='38'>
<pageno>13</pageno>
<text>2.2.5 Sleeper materials</text>
</bookmark>
<bookmark index='39'>
<pageno>14</pageno>
<text>2.2.6 Surface finish</text>
</bookmark>
<bookmark index='40'>
<pageno>14</pageno>
<text>2.2.7 Resilient rail fastening assemblies</text>
</bookmark>
<bookmark index='41'>
<pageno>14</pageno>
<text>2.2.8 Rail seat assembly repeated load test</text>
</bookmark>
</bookmark>
<bookmark index='42'>
<pageno>14</pageno>
<text>2.3 RAIL RESTRAINT AND SUPPORT</text>
<bookmark index='43'>
<pageno>14</pageno>
<text>2.3.1 General</text>
</bookmark>
<bookmark index='44'>
<pageno>14</pageno>
<text>2.3.2 Shape</text>
</bookmark>
<bookmark index='45'>
<pageno>14</pageno>
<text>2.3.3 Lateral track stability test</text>
</bookmark>
</bookmark>
<bookmark index='46'>
<pageno>15</pageno>
<text>2.4 INSTALLATION AND MAINTENANCE</text>
</bookmark>
<bookmark index='47'>
<pageno>15</pageno>
<text>2.5 MARKING</text>
</bookmark>
<bookmark index='48'>
<pageno>15</pageno>
<text>2.6 HANDLING</text>
<bookmark index='49'>
<pageno>15</pageno>
<text>2.6.1 Stacking of sleepers</text>
</bookmark>
<bookmark index='50'>
<pageno>15</pageno>
<text>2.6.2 Surface finish</text>
</bookmark>
</bookmark>
</bookmark>
<bookmark index='51'>
<pageno>16</pageno>
<text>SECTION 3 RESILIENT RAIL FASTENING ASSEMBLIES</text>
</bookmark>
<bookmark index='52'>
<pageno>17</pageno>
<text>SECTION 4 LOADS FOR DESIGN AND TESTING</text>
<bookmark index='53'>
<pageno>17</pageno>
<text>4.1 GENERAL</text>
</bookmark>
<bookmark index='54'>
<pageno>17</pageno>
<text>4.2 TRACK CONDITIONS</text>
</bookmark>
<bookmark index='55'>
<pageno>17</pageno>
<text>4.3 QUASI-STATIC VERTICAL WHEEL LOAD</text>
</bookmark>
<bookmark index='56'>
<pageno>17</pageno>
<text>4.4 IMPACT FACTOR</text>
</bookmark>
<bookmark index='57'>
<pageno>18</pageno>
<text>4.5 QUASI-STATIC VERTICAL RAIL SEAT LOAD</text>
</bookmark>
<bookmark index='58'>
<pageno>19</pageno>
<text>4.6 QUASI-STATIC LATERAL WHEEL LOAD</text>
</bookmark>
<bookmark index='59'>
<pageno>20</pageno>
<text>4.7 QUASI-STATIC LATERAL RAIL SEAT LOAD</text>
</bookmark>
</bookmark>
<bookmark index='60'>
<pageno>21</pageno>
<text>SECTION 5 STRUCTURAL ANALYSIS</text>
<bookmark index='61'>
<pageno>21</pageno>
<text>5.1 GENERAL</text>
</bookmark>
<bookmark index='62'>
<pageno>21</pageno>
<text>5.2 CORROSION AND WEAR</text>
</bookmark>
<bookmark index='63'>
<pageno>21</pageno>
<text>5.3 DESIGN BENDING STRESS</text>
</bookmark>
<bookmark index='64'>
<pageno>21</pageno>
<text>5.4 EMPIRICAL METHOD</text>
<bookmark index='65'>
<pageno>21</pageno>
<text>5.4.1 Ballast contact pressure</text>
</bookmark>
<bookmark index='66'>
<pageno>22</pageno>
<text>5.4.2 Bending moment calculation by the empirical method</text>
</bookmark>
</bookmark>
<bookmark index='67'>
<pageno>24</pageno>
<text>5.5 BEAM ON ELASTIC FOUNDATION (BOEF) METHOD</text>
<bookmark index='68'>
<pageno>24</pageno>
<text>5.5.1 General</text>
</bookmark>
<bookmark index='69'>
<pageno>24</pageno>
<text>5.5.2 Sleeper to ballast maximum contact pressure</text>
</bookmark>
<bookmark index='70'>
<pageno>25</pageno>
<text>5.5.3 Sleeper stiffness and deflection</text>
</bookmark>
<bookmark index='71'>
<pageno>25</pageno>
<text>5.5.4 Bending moment</text>
</bookmark>
</bookmark>
</bookmark>
<bookmark index='72'>
<pageno>27</pageno>
<text>APPENDIX A - INFORMATION TO BE PROVIDED BY PURCHASER AND SUPPLIER</text>
<bookmark index='73'>
<pageno>27</pageno>
<text>A1 GENERAL</text>
</bookmark>
<bookmark index='74'>
<pageno>27</pageno>
<text>A2 INFORMATION TO BE PROVIDED BY THE PURCHASER</text>
</bookmark>
<bookmark index='75'>
<pageno>28</pageno>
<text>A3 INFORMATION TO BE PROVIDED BY THE SUPPLIER</text>
</bookmark>
</bookmark>
<bookmark index='76'>
<pageno>29</pageno>
<text>APPENDIX B - MEANS FOR DEMONSTRATING COMPLIANCE WITH THIS STANDARD</text>
<bookmark index='77'>
<pageno>29</pageno>
<text>B1 SCOPE</text>
</bookmark>
<bookmark index='78'>
<pageno>29</pageno>
<text>B2 STATISTICAL SAMPLING</text>
</bookmark>
<bookmark index='79'>
<pageno>29</pageno>
<text>B3 PRODUCT CERTIFICATION</text>
</bookmark>
<bookmark index='80'>
<pageno>30</pageno>
<text>B4 SUPPLIER'S QUALITY MANAGEMENT SYSTEM</text>
</bookmark>
<bookmark index='81'>
<pageno>30</pageno>
<text>B5 OTHER MEANS OF ASSESSMENT</text>
</bookmark>
</bookmark>
<bookmark index='82'>
<pageno>31</pageno>
<text>APPENDIX C - SPECIAL SLEEPERS AND FASTENINGS</text>
<bookmark index='83'>
<pageno>31</pageno>
<text>C1 GENERAL</text>
</bookmark>
<bookmark index='84'>
<pageno>31</pageno>
<text>C2 SPECIAL SLEEPER TYPES</text>
<bookmark index='85'>
<pageno>31</pageno>
<text>C2.1 Dual gauge sleepers</text>
</bookmark>
<bookmark index='86'>
<pageno>31</pageno>
<text>C2.2 Turnout bearers</text>
</bookmark>
<bookmark index='87'>
<pageno>31</pageno>
<text>C2.3 Sleepers with additional rails</text>
</bookmark>
</bookmark>
<bookmark index='88'>
<pageno>33</pageno>
<text>C3 MANUFACTURING DETAILS</text>
</bookmark>
<bookmark index='89'>
<pageno>33</pageno>
<text>C4 LOADINGS AND DESIGN</text>
<bookmark index='90'>
<pageno>33</pageno>
<text>C4.1 Dual gauge sleepers</text>
</bookmark>
<bookmark index='91'>
<pageno>33</pageno>
<text>C4.2 Turnouts and crossovers</text>
</bookmark>
<bookmark index='92'>
<pageno>34</pageno>
<text>C4.3 Sleepers with additional rails (other than dual gauge sleepers)</text>
</bookmark>
</bookmark>
<bookmark index='93'>
<pageno>34</pageno>
<text>C5 FASTENINGS</text>
</bookmark>
<bookmark index='94'>
<pageno>34</pageno>
<text>C6 TESTING</text>
<bookmark index='95'>
<pageno>34</pageno>
<text>C6.1 General</text>
</bookmark>
<bookmark index='96'>
<pageno>35</pageno>
<text>C6.2 Additional fastening tests</text>
</bookmark>
</bookmark>
</bookmark>
<bookmark index='97'>
<pageno>36</pageno>
<text>APPENDIX D - SLEEPER SHAPE</text>
<bookmark index='98'>
<pageno>36</pageno>
<text>D1 GENERAL</text>
</bookmark>
<bookmark index='99'>
<pageno>36</pageno>
<text>D2 END DETAILS</text>
</bookmark>
</bookmark>
<bookmark index='100'>
<pageno>39</pageno>
<text>APPENDIX E - TRACK PANEL ASSEMBLY TEST</text>
<bookmark index='101'>
<pageno>39</pageno>
<text>E1 SCOPE</text>
</bookmark>
<bookmark index='102'>
<pageno>39</pageno>
<text>E2 APPARATUS</text>
</bookmark>
<bookmark index='103'>
<pageno>39</pageno>
<text>E3 PROCEDURE</text>
</bookmark>
<bookmark index='104'>
<pageno>39</pageno>
<text>E4 REPORT</text>
</bookmark>
</bookmark>
<bookmark index='105'>
<pageno>40</pageno>
<text>APPENDIX F - RAIL SEAT ASSEMBLY REPEATED LOAD TEST</text>
<bookmark index='106'>
<pageno>40</pageno>
<text>F1 SCOPE</text>
</bookmark>
<bookmark index='107'>
<pageno>40</pageno>
<text>F2 APPARATUS</text>
</bookmark>
<bookmark index='108'>
<pageno>40</pageno>
<text>F3 PROCEDURE</text>
</bookmark>
<bookmark index='109'>
<pageno>40</pageno>
<text>F4 REPORT</text>
</bookmark>
</bookmark>
<bookmark index='110'>
<pageno>43</pageno>
<text>APPENDIX G - LATERAL STABILITY TEST</text>
<bookmark index='111'>
<pageno>43</pageno>
<text>G1 SCOPE</text>
</bookmark>
<bookmark index='112'>
<pageno>43</pageno>
<text>G2 APPARATUS</text>
</bookmark>
<bookmark index='113'>
<pageno>43</pageno>
<text>G3 PROCEDURE</text>
</bookmark>
<bookmark index='114'>
<pageno>44</pageno>
<text>G4 REPORT</text>
</bookmark>
</bookmark>
<bookmark index='115'>
<pageno>45</pageno>
<text>APPENDIX H - SLEEPER SPACING</text>
</bookmark>
</bookmark>
</bookmarktable>
</toc>
Abstract
Specifies performance requirements for steel sleepers, covering track compatibility, service life, rail restraint and support, maintenacne, marking and handling. Methods are given for establishing loads and performing design. Appendices include deemed to comply sleeper profiles and tolerances, a number of test methdos, information for purchasers, and guidance on design of special sleepers.
RECONFIRMATION NOTICE
Technical Committee CE-002 has reviewed the content of this publication and in accordance with Standards Australia procedures for reconfirmation, it has been determined that the publication is still valid and does not require change.
Certain documents referenced in the publication may have been amended since the original date of publication. Users are advised to ensure that they are using the latest versions of such documents as appropriate, unless advised otherwise in this Reconfirmation Notice.
Approved for reconfirmation in accordance with Standards Australia procedures for reconfirmation on 13 September 2013.
The following are represented on Technical Committee CE-002:
Australasian Railway Association
Australian Industry Group
Monash University
Rail Track Association Australia
Railway Technical Society of Australasia
Rail Industry Safety and Standards Board
The Permanent Way Institution
Scope
This Standard specifies the performance requirements and gives design and testing methods for trough-shaped steel sleepers and their associated components for use in railway track. It also sets out requirements for the performance of rail-insulating components.
NOTES:
1 Sleepers are generally designed to suit a specific rail profile and gauge with a given fastening.
2 Guidance on information that should be provided by the purchaser and supplier is given in Appendix A.
3 Guidance on means for demonstrating compliance with this Standard is given in Appendix B.
4 Guidelines on the design and manufacture of special sleepers and fastenings are given in Appendix C.
General Product Information
| Document Type | Standard |
| Status | Current |
| Publisher | Standards Australia |
| ProductNote | Reconfirmation Notice 10-10-2013 |
| Committee | CE-002 |
| Supersedes |
|
