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BS EN 13481-5:2022 – TC

BS EN 13481-5:2022 – TC

$134.27

Tracked Changes. Railway applications. Track. Performance requirements for fastening systems – Fastening systems for ballastless tracks

Published By Publication Date Number of Pages
BSI 2022 56
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This document is applicable to fastening systems, in Categories A – D as specified in EN 13481-1:2012, 3.1 for attaching rails to the uppermost surface of concrete or steel elements in ballastless tracks, including tracks on open deck bridges, and for embedded rails in ballastless tracks, for maximum axle loads and minimum curve radii in accordance with Table 1. [Table 1 – Fastening category criteria] NOTE The maximum axle load for Categories A and B does not apply to maintenance vehicles. The requirements apply to: – fastening systems which act on the foot and/or web of the rail including direct fastening systems and indirect fastening systems; – fastening systems for rail sections included in EN 13674-1 (excluding 49E4), or EN 13674-4. This document is not applicable to fastening systems for wood or polymer composite sleepers used in ballastless track, which are included in EN 13481-3. This document is not applicable to rigid fastening systems, special fastening systems used at bolted joints or glued joints or special low clamping force fastenings used to mitigate track-bridge interaction effects. This document is for type approval of complete fastening systems. In track forms in which there are rail seat blocks or sleepers mounted in “boots” (under-sleeper pads) the concrete element and its resilient support are considered to be parts of the elastic fastening system. If the track form includes floating slabs, (i.e. resiliently supported concrete elements with more than one fastening per rail) those concrete elements and their resilient supports are considered to be parts of the ballastless track and not of the fastening system.

PDF Catalog

PDF Pages PDF Title
36 undefined
42 1 Scope
2 Normative references
43 3 Terms and definitions
45 4 Symbols
5 Requirements determined by laboratory testing
5.1 Specimens used for laboratory testing
46 5.2 Longitudinal rail restraint or longitudinal stiffness
5.2.1 General case
5.2.2 Special case for long structures
5.3 Clamping force and uplift stiffness
47 5.4 Vertical stiffness
5.5 Effect of repeated loading
48 5.6 Electrical resistance of the fastening system and slab track elements
49 5.7 Effect of exposure to severe environmental conditions (surface mounted rails only)
5.8 Anchoring fastening components
5.8.1 Cast-in or glued-in components in concrete supporting elements
5.8.2 Anchoring components on steel supporting elements
6 Other requirements
6.1 Dimensions
50 6.2 Effect of fastening system tolerances on track gauge
51 6.3 In-service testing
6.4 Attenuation of noise and vibration
52 7 Fitness for purpose
8 Marking, labelling and packaging
53 Annex A (informative)Vibration and noise
A.1 General
A.2 Symbols
A.3 Parameters for environmental vibration calculations
54 A.4 Calculating the vibration attenuation
A.5 Environmental noise

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BS EN 13481-5:2022 - TC
$134.27