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AS 1085.17-2000

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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Railway Track Material - Part 17: Steel Sleepers

Available format(s)

Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users

Superseded date

14-06-2024

Superseded by

AS 1085.17-2003

Language(s)

English

Published date

01-01-2000

€92.72
Excluding VAT

1 - AS 1085.17-2000 RAILWAY PERMANENT WAY MATERIAL - STEEL SLEEPERS
4 - PREFACE
5 - CONTENTS
6 - FOREWORD
7 - SECTION 1 SCOPE AND GENERAL
7 - 1.1 SCOPE
7 - 1.2 PURPOSE AND CONTEXT OF USE
7 - 1.2.1 Function
7 - 1.2.2 Action
7 - 1.3 TESTING
8 - 1.4 REFERENCED DOCUMENTS
8 - 1.5 DEFINITIONS
8 - 1.5.1 Cant
8 - 1.5.2 End spade
8 - 1.5.3 Fastening
8 - 1.5.4 Gauge corner
9 - 1.5.5 Gauge point
9 - 1.5.6 In-face
9 - 1.5.7 Lateral load
9 - 1.5.8 Longitudinal load
9 - 1.5.9 Pod
9 - 1.5.10 Rail insulation pad
9 - 1.5.11 Rail seat
9 - 1.5.12 Shoulder
9 - 1.5.13 Side
9 - 1.5.14 Sleeper design life
9 - 1.5.15 Toe
9 - 1.5.16 Top
9 - 1.5.17 Track gauge
9 - 1.5.18 Vertical load
11 - 1.6 NOTATION
13 - SECTION 2 PERFORMANCE REQUIREMENTS
13 - 2.1 TRACK SYSTEM COMPATIBILITY
13 - 2.1.1 Gauge
13 - 2.1.2 Signalling
13 - 2.2 SERVICE LIFE
13 - 2.2.1 General
13 - 2.2.2 Shape
13 - 2.2.3 Design stresses and ballast contact pressure
13 - 2.2.4 Design of details
13 - 2.2.5 Sleeper materials
14 - 2.2.6 Surface finish
14 - 2.2.7 Resilient rail fastening assemblies
14 - 2.2.8 Rail seat assembly repeated load test
14 - 2.3 RAIL RESTRAINT AND SUPPORT
14 - 2.3.1 General
14 - 2.3.2 Shape
14 - 2.3.3 Lateral load restraint test
15 - 2.3.4 Fastening longitudinal restraint test
15 - 2.3.5 Fastening uplift test
15 - 2.3.6 Lateral track stability test
15 - 2.4 INSTALLATION AND MAINTENANCE
15 - 2.5 MARKING
15 - 2.5.1 Sleepers
16 - 2.5.2 Fastening components
16 - 2.6 HANDLING
16 - 2.6.1 Stacking of sleepers
16 - 2.6.2 Surface finish
17 - SECTION 3 RESILIENT RAIL FASTENING ASSEMBLIES
17 - 3.1 TESTING
17 - 3.2 FASTENING PERFORMANCE
18 - SECTION 4 LOADS FOR DESIGN AND TESTING
18 - 4.1 GENERAL
18 - 4.2 TRACK CONDITIONS
18 - 4.3 QUASI-STATIC VERTICAL WHEEL LOAD
18 - 4.4 IMPACT FACTOR
19 - 4.5 QUASI-STATIC VERTICAL RAIL SEAT LOAD
20 - 4.6 QUASI-STATIC LATERAL WHEEL LOAD
21 - 4.7 QUASI-STATIC LATERAL RAIL SEAT LOAD
22 - SECTION 5 STRUCTURAL ANALYSIS
22 - 5.1 GENERAL
22 - 5.2 CORROSION AND WEAR
22 - 5.3 DESIGN BENDING STRESS
22 - 5.4 EMPIRICAL METHOD
22 - 5.4.1 Ballast contact pressure
23 - 5.4.2 Bending moment calculation by the empirical method
25 - 5.5 BEAM ON ELASTIC FOUNDATION (BOEF) METHOD
25 - 5.5.1 General
25 - 5.5.2 Sleeper to ballast maximum contact pressure
26 - 5.5.3 Sleeper stiffness and deflection
26 - 5.5.4 Bending moment
28 - APPENDIX A - INFORMATION TO BE PROVIDED
28 - A1 GENERAL
28 - A2 INFORMATION TO BE PROVIDED BY THE PURCHASER
29 - A3 INFORMATION TO BE PROVIDED BY THE SUPPLIER
30 - A4 FASTENING EVALUATION AND DATA SHEET NO. 1
31 - A5 FASTENING EVALUATION AND DATA SHEET NO. 2
32 - APPENDIX B - MEANS OF DEMONSTRATING COMPLIANCE WITH THIS STANDARD
32 - B1 SCOPE
32 - B2 STATISTICAL SAMPLING
32 - B3 PRODUCT CERTIFICATION
32 - B4 SUPPLIER’S QUALITY SYSTEM
33 - B5 OTHER MEANS OF ASSESSMENT
34 - APPENDIX C - SPECIAL SLEEPERS AND FASTENINGS
34 - C1 SCOPE
34 - C2 SPECIAL SLEEPER TYPES
34 - C2.1 Dual gauge sleepers
34 - C2.2 Turnout bearers
34 - C2.3 Sleepers with additional rails
36 - C3 MANUFACTURING DETAILS
36 - C4 LOADINGS AND DESIGN
36 - C4.1 Dual gauge sleepers
37 - C4.2 Turnouts and crossovers
37 - C4.3 Sleepers with additional rails (other than dual gauge sleepers)
37 - C5 FASTENINGS
38 - C6 TESTING
38 - C6.1 General
38 - C6.2 Additional fastening tests
39 - APPENDIX D - SLEEPER SHAPE
39 - D1 GENERAL
39 - D2 END DETAILS
42 - APPENDIX E - TRACK PANEL ASSEMBLY TEST
42 - E1 SCOPE
42 - E2 APPARATUS
42 - E3 PROCEDURE
42 - E4 REPORT
43 - APPENDIX F - ELECTRICAL IMPEDANCE TEST
43 - F1 SCOPE
43 - F2 APPARATUS
43 - F3 PROCEDURE
43 - F4 REPORT
44 - APPENDIX G - RAIL SEAT ASSEMBLY REPEATED LOAD TEST
44 - G1 SCOPE
44 - G2 APPARATUS
44 - G3 PROCEDURE
44 - G4 REPORT
47 - APPENDIX H - LATERAL LOAD RESTRAINT TEST
47 - H1 SCOPE
47 - H2 APPARATUS
47 - H3 PROCEDURE
47 - H4 REPORT
49 - APPENDIX I - FASTENING LONGITUDINAL RESTRAINT TEST
49 - I1 SCOPE
49 - I2 APPARATUS
49 - I3 PROCEDURE
49 - I4 REPORT
51 - APPENDIX J - FASTENING UPLIFT TEST
51 - J1 SCOPE
51 - J2 APPARATUS
51 - J3 PROCEDURE
51 - J4 REPORT
53 - APPENDIX K - LATERAL STABILITY TEST
53 - K1 SCOPE
53 - K2 APPARATUS
53 - K3 PROCEDURE
54 - K4 REPORT
55 - APPENDIX L - SLEEPER SPACING

Specifies performance requirements for steel sleepers and their fasteners, covering track compatibility, service life, rail restraint and support, maintenance, 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 methods, information for purchasers, and guidance on design of special sleepers.

Committee
CE-002
DocumentType
Standard
ISBN
0 7337 3212 7
Pages
49
PublisherName
Standards Australia
Status
Superseded
SupersededBy
Supersedes

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 to purchasers on information needing to be supplied at the time of calling for tenders or quotations and testing of new products is given in Appendix A.3 Information on the means for determining 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.

First published as AS 1085.17-2000.

AS 1085.19-2003 Railway track material Resilient fastening assemblies (Reconfirmed 2013)

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