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I.S. EN 13232-9:2006

Withdrawn
Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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 - SWITCHES AND CROSSINGS - PART 9: LAYOUTS
Available format(s)

Hardcopy , PDF

Withdrawn date

10-31-2011

Language(s)

English

Published date

07-21-2006

Preview

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.

Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 General design process
5 General design (design step 1)
6 Main constructional design (step 2)
7 Detailed component design (step 3)
8 Acceptance (step 4)
Annex A (informative) - Design criteria
Annex B (informative) - Layout acceptance form
Annex C (informative) - Functional and safety dimensions,
        practically used by different European Networks
Annex D (normative) - Maximum angle of attack in
        obtuse crossings
Annex ZA (informative) - Relationship between this
         European Standard and the Essential
         Requirements of EU Directive 2008/57/EC
Bibliography

Describes the geometrical and non-geometrical acceptance criteria for inspection of layouts assembled both in the fabrication plant and at track site in case of layouts that are delivered non or partially assembled or in a 'kit' form.

DevelopmentNote
2006 Edition Re-Issued in October 2011 & incorporates AMD 1 2011. (11/2011)
DocumentType
Standard
Pages
82
PublisherName
National Standards Authority of Ireland
Status
Withdrawn

UIC C70 RP 1 : 1969 ASSESSMENT CRITERIA FOR THE PERMISSIBLE WEAR PROFILES OF WHEEL FLANGES AND SWITCH COMPONENTS (FINAL REPORT)
EN 13232-2:2003+A1:2011 Railway applications - Track - Switches and crossings - Part 2: Requirements for geometric design
EN 13674-3:2006+A1:2010 Railway applications - Track - Rail - Part 3: Check rails
EN 13674-4:2006+A1:2009 RAILWAY APPLICATIONS - TRACK - RAIL - PART 4: VIGNOLE RAILWAY RAILS FROM 27 KG/M TO, BUT EXCLUDING 46 KG/M
EN 13230-4:2016 Railway applications - Track - Concrete sleepers and bearers - Part 4: Prestressed bearers for switches and crossings
EN 13715:2006+A1:2010 Railway applications - Wheelsets and bogies - Wheels - Tread profile
EN 13232-3:2003+A1:2011 Railway applications - Track - Switches and crossings - Part 3: Requirements for wheel/rail interaction
UIC 510-2 : 4ED 2004 TRAILING STOCK: WHEELS AND WHEELSETS - CONDITIONS CONCERNING THE USE OF WHEELS OF VARIOUS DIAMETERS
UIC 505-1 : 10ED 2006 RAILWAY TRANSPORT STOCK - ROLLING STOCK CONSTRUCTION GAUGE
EN 13232-5:2005+A1:2011 Railway applications - Track - Switches and crossings - Part 5: Switches
EN 13145:2001+A1:2011 Railway applications - Track - Wood sleepers and bearers
UIC 711 : 1ED 1981 GEOMETRY OF POINTS AND CROSSINGS WITH UIC RAILS PERMITTING SPEEDS OF 100 KM/H OR MORE ON THE DIVERGING TRACK
PREN 13232-8 : DRAFT 2014 RAILWAY APPLICATIONS - TRACK - SWITCHES AND CROSSINGS FOR VIGNOLE RAILS - PART 8: EXPANSION DEVICES
EN 13232-7:2006+A1:2011 Railway applications - Track - Switches and crossings - Part 7: Crossings with moveable parts
EN 13232-6:2005+A1:2011 Railway applications - Track - Switches and crossings - Part 6: Fixed common and obtuse crossings
UIC 716 : 2ED 2004 MAXIMUM PERMISSIBLE WEAR PROFILES FOR SWITCHES
EN 13232-4:2005+A1:2011 Railway applications - Track - Switches and crossings - Part 4: Actuation, locking and detection
EN 13674-2:2006+A1:2010 Railway applications - Track - Rail - Part 2: Switch and crossing rails used in conjunction with Vignole railway rails 46 kg/m and above
EN 13674-1:2011+A1:2017 Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above
EN 13232-1:2003 Railway applications - Track - Switches and crossings - Part 1: Definitions
UIC 505-4 : 4ED 2007 EFFECTS OF THE APPLICATION OF THE KINEMATIC GAUGES DEFINED IN THE 505 SERIES OF LEAFLETS ON THE POSITIONING OF STRUCTURES IN RELATION TO THE TRACKS AND OF THE TRACKS IN RELATION TO EACH OTHER

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