UNI EN 13481-8 : 2007
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
RAILWAY APPLICATIONS - TRACK - PERFORMANCE REQUIREMENTS FOR FASTENING SYSTEMS - PART 8: FASTENING SYSTEMS FOR TRACK WITH HEAVY AXLE LOADS
10-14-2015
01-01-2007
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviations
5 Requirements
5.1 Longitudinal rail restraint
5.2 Torsional resistance
5.3 Attenuation of impact loads
5.4 Effect of repeated loading
5.5 Electrical resistance of fastening system and sleeper
5.6 Effect of exposure to severe environmental conditions
5.7 Dimensions
5.8 Effect of fastening system tolerances on track gauge
5.9 Clamping force
5.10 Cast-in fastening components
5.11 In-service testing
6 Test specimens
7 Classification
8 Fitness for purpose
9 Marking, labelling and packaging
Bibliography
Applies to fastening systems for use on concrete, wood and steel sleepers in main line ballasted track having a radius of curvature greater than 80 m and subject to a maximum design axle load of 350 kN.
DocumentType |
Standard
|
PublisherName |
Ente Nazionale Italiano di Unificazione (UNI)
|
Status |
Withdrawn
|
Standards | Relationship |
UNE-EN 13481-8:2007 | Identical |
I.S. EN 13481-8:2006 | Identical |
NF EN 13481-8 : 2006 | Identical |
NEN EN 13481-8 : 2006 | Identical |
NS EN 13481-8 : 1ED 2006 | Identical |
EN 13481-8:2006 | Identical |
NBN EN 13481-8 : 2006 | Identical |
SN EN 13481-8 : 2006 | Identical |
BS EN 13481-8:2006 | Identical |
DIN EN 13481-8:2006-06 | Identical |
UNI 11389-1 : 2011 | VIBRATIONS - BEHAVIOUR ASSESSMENT OF THE STATIC AND DYNAMIC OF RAILWAY AND TRAMWAY TRACK SYSTEM GENERAL - PART 1: DEFINITIONS DATA |
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