I.S. EN 13803-2:2006
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 APPLICATIONS - TRACK - TRACK ALIGNMENT DESIGN PARAMETERS - TRACK GAUGES 1435 MM AND WIDER - PART 2: SWITCHES AND CROSSINGS AND COMPARABLE ALIGNMENT DESIGN SITUATIONS WITH ABRUPT CHANGES OF CURVATURE
Hardcopy , PDF
English
01-01-2006
14-05-2017
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
Dates of withdrawal of national standards are available from NSAI.
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviations
5 General requirements
6 Principles for the assessment of abrupt changes of cant
deficiency at abrupt changes in curvature
7 Circular curves without transition curves
8 Combinations of horizontal curves
9 Alignment rules and parameters for designing switch and
crossing layouts
Annex A (informative) - General design considerations
Annex B (informative) - The installation of switch and crossing
layouts
Annex C (normative) - Rules for converting parameter values for
track gauges wider than 1435 mm
Annex D (informative) - Limits of lateral acceleration
Annex E (informative) - The principle of virtual transition
Annex F (informative) - A method for calculating the maximum
permissible speed at the toe of a
non-tangential switch
Annex G (informative) - Constraints and risks associated with
the use of maximum (or minimum) limiting
values
Annex H (informative) - The maximum permissible speed of tilting
body trains over switch and crossing layouts
Annex ZA (informative) - Relationship between this European
Standard and the Essential Requirements
of EU Directive 2008/57/EC
Bibliography
Defines 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.
| DevelopmentNote |
2006 Edition Re-Issued in December 2009 & incorporates AMD 1 2009. (12/2009)
|
| DocumentType |
Standard
|
| Pages |
47
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Superseded
|
| SupersededBy |
| Standards | Relationship |
| BS EN 13803-2 : 2006 | Equivalent |
| NEN EN 13803-2 : 2007 + A1 2009 | Identical |
| NBN EN 13803-2 : 2007 + A1 2010 | Identical |
| EN 13803-2:2006 | Equivalent |
| NS EN 13803-2 : 2006 + A1 2009 | Identical |
| EN 13803-2:2006+A1:2009 | Identical |
| BS EN 13803-2 : 2006 | Identical |
| DIN EN 13803-2:2010-06 | Identical |
| NF EN 13803-2 : 2007 + A1 2010 | Identical |
| UNE-EN 13803-2:2008 | Identical |
| UIC 527-1 : 3ED 2005 | COACHES, VANS AND WAGONS - DIMENSIONS OF BUFFER HEADS - TRACK LAYOUT ON S-CURVES |
| EN 13232-9:2006+A1:2011 | Railway applications - Track - Switches and crossings - Part 9: Layouts |
| EN 14363:2016 | Railway applications - Testing and Simulation for the acceptance of running characteristics of railway vehicles - Running Behaviour and stationary tests |
| EN 13232-2:2003+A1:2011 | Railway applications - Track - Switches and crossings - Part 2: Requirements for geometric design |
| ENV 13803-1:2002 | Railway applications - Track alignment design parameters - Track gauges 1435 mm and wider - Part 1: Plain line |
| UIC 510-2 : 4ED 2004 | TRAILING STOCK: WHEELS AND WHEELSETS - CONDITIONS CONCERNING THE USE OF WHEELS OF VARIOUS DIAMETERS |
| UIC 518 : 4ED 2009 | TESTING AND APPROVAL OF RAILWAY VEHICLES FROM THE POINT OF VIEW OF THEIR DYNAMIC BEHAVIOUR - SAFETY - TRACK FATIGUE - RIDE QUALITY |
| EN 13232-1:2003 | Railway applications - Track - Switches and crossings - Part 1: Definitions |
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