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DIN EN 13232-9 E : 2012

Current
Current

The latest, up-to-date edition.

RAILWAY APPLICATIONS - TRACK - SWITCHES AND CROSSINGS - PART 9: LAYOUTS (INCLUDES AMENDMENT A1:2011)
Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

01-01-2012

National foreword
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

Defines - the design process of switches and crossings, and the use of the other parts of this standard; - the main criteria to be taken into account during the design of the layout, including the safety and functional dimensions as well as geometrical and material aspects; - the main criteria to be verified during the design approval; - 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; - to determine the limits of supply; - the minimum requirements for traceability.

DocumentType
Standard
Pages
81
PublisherName
German Institute for Standardisation (Deutsches Institut für Normung)
Status
Current
SupersededBy
Supersedes

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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