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  • UNI EN 13232-9 : 2012

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    Superseded A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 - Switches and crossings - Part 9: Layouts

    Available format(s): 

    Superseded date:  20-12-2023

    Language(s): 

    Published date:  12-01-2012

    Publisher:  Ente Nazionale Italiano di Unificazione (UNI)

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    Table of Contents - (Show below) - (Hide below)

    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

    Abstract - (Show below) - (Hide below)

    The standard determines the interfaca between moveable parts the actuation, locking and detection equipment.

    General Product Information - (Show below) - (Hide below)

    Committee CT 50
    Document Type Standard
    Publisher Ente Nazionale Italiano di Unificazione (UNI)
    Status Superseded
    Superseded By
    Supersedes

    Standards Referencing This Book - (Show below) - (Hide below)

    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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