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EVS-EN 13481-2:2012+A1:2017

Railway applications - Track - Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers

General information

Withdrawn from 01.12.2022
Base Documents
EN 13481-2:2012+A1:2017
Directives or regulations
None

Standard history

Status
Date
Type
Name
01.12.2022
Main
03.02.2017
Main + amendment
01.04.2014
Corrigendum
EVS-EN 13481-2:2012/AC:2014
05.06.2012
Main
EVS-EN 13481-2:2012
This European Standard is applicable to fastening systems in Categories A - E as specified in EN 13481 1:2012, 3.1, for use on concrete sleepers in ballasted track with maximum axle loads, and minimum curve radii as shown in Table 1.
Table 1 - Fastening category criteria
Category
  Maximum design axle load
kN  Minimum curve radius
m
A  130  40
B  180  80
C  260  150
D  260  400
E  350  150
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 with dynamic stiffness, kLFA, not less than 50 MN/m;
-  fastening systems for rail sections included in EN 13674-1 (excluding 49E4) or EN 13674-4.
This standard is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints or glued joints.
This standard should only be used for type approval of complete fastening systems.

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