RO
SR EN 13803-2+A1:2010
Railway applications - Track - Track alignment design parameters - Track gauges 1 435 mm and wider - Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of curvature
This European Standard specifies the rules and values for the track alignment design parameters used to determine the maximum operating speeds over tracks with abrupt changes in curvature and, consequently, abrupt changes of cant deficiency. Such conditions occur in the following situations: - in the diverging tracks in switch and crossing layouts; - when it is not practical to design an alignment with transition curves; - if the length of a transition curve is less than the minimum required for plain line track. Engineering requirements specific to the mechanical behaviour of switch and crossing components and subsystems are to be found in the relevant standards. This European Standard presupposes that the homologation of the operating vehicles will be valid and specified for conditions corresponding to the limiting values specified in this European Standard. This European Standard is applicable to abrupt changes in curvature in switch and crossing layouts and plain lines with track gauges of ~1 435™ mm and wider. Annex C is applicable to track gauges wider than ~1 435™ mm.
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Status :
Withdrawn
Approval date : 8/31/2010
Publish date : 9/2/2010
Withdrawal date : 9/29/2017
Number of pages : 50
ICS : 93.100 Construction of railways
Technical Committee : 146 - Railway applications
- Replaces SR EN 13803-2:2007/AC:2007
- Replaces SR EN 13803-2:2007
- Normative reference SR EN 13232-9:2006
- Normative reference SR ENV 13803-1:2004
- Normative reference SR EN 13232-1:2006
- Replaced by SR EN 13803:2017