Nov 13, 2008 ... EN 13481-2:2002 - Railway applications – Track -. Performance requirements for
fastening systems - Part 2: Fastening systems for concrete ...
EUROPEAN RAILWAY AGENCY Interoperability Unit
Applicable standards in HS Infrastructure subsystem TSI (2008/217/EC)
Reference: Version: Date: Status: Author: ERA 1.0
ERA/Interoperability/JCP/hpi/2008/210 1.0 November 13, 2008 Approved
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EUROPEAN RAILWAY AGENCY Interoperability Unit
Standards or other documents referred to in the HS infrastructure TSI (and therefore mandatory) TSI Sections
EN 15302:2006 - Railway applications - Method for determining the equivalent conicity
4.2.13
Track Resistance
EN1991-2:2003 Eurocode 1: Actions on structures Part 2: Traffic loads on bridges - clause 6.5.4
Lines of category 1 4.2.13.1
Longitudinal forces due to interaction between structures and track
c) 4.2.14
Traffic load on structures Vertical loads
4.2.14.1
EN1991-2:2003 Eurocode 1: Actions on structures Part 2: Traffic loads on bridges - paragraphs 6.3.2 (2), 6.3.3 (3); paragraphs 6.3.2 (3) and 6.3.3 (5) ; paragraphs 6.4.3 (1) and 6.4.5.2 (2) EN 1990: 2002/ - annex A2
4.2.14
Traffic load on structures Dynamic analysis
4.2.14.2
EN1991-2:2003 Eurocode 1: Actions on structures Part 2: Traffic loads on bridges - section 6.4.4; paragraphs 6.4.6.1.1 (3), (4), (5) and (6); paragraph 6.4.6.2 (1) ; paragraph 6.4.6.5 (3)
EN 1990: 2002/ annex A2 4.2.14
Traffic load on structures
EN1991-2:2003 Eurocode 1: Actions on structures Part 2: Traffic loads on bridges - paragraph 6.5.1 (4)
Centrifugal forces 4.2.14.3 4.2.14
Traffic load on structures Nosing forces
EN1991-2:2003 Eurocode 1: Actions on structures Part 2: Traffic loads on bridges - paragraphs 6.5.2 (2) and (3).
4.2.14.4
Reference: Version: Date: Status: Author: ERA 1.0
ERA/Interoperability/JCP/hpi/2008/210 1.0 November 13, 2008 Approved
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EUROPEAN RAILWAY AGENCY Interoperability Unit
4.2.14
4.2.14.5
4.2.14
4.2.14.6
4.2.14
4.2.14.7
4.2.14
4.2.14.8
Traffic load on structures Actions due to traction and braking (Longitudinal loads)
Traffic load on structures
Traffic load on structures
EN1991-2:2003 Eurocode 1: Actions on structures Part 2: Traffic loads on bridges -section 6.6.
Aerodynamic actions from passing trains on line side structures
Traffic load on structures Application of the requirements of EN 1991-2:2003 The rail
5.3.1.1
Railhead profile
a)
Plain line
5.3.1
The rail
5.3.1.1
Railhead profile
b)
Switches and crossings
5.3.1
The rail
5.3.1.3
Steel grade
a)
Plain line
ERA 1.0
EN1991-2:2003 Eurocode 1: Actions on structures Part 2: Traffic loads on bridges -clause 6.5.4.
Longitudinal forces due to interaction between structures and track
5.3.1
Reference: Version: Date: Status: Author:
EN1991-2:2003 Eurocode 1: Actions on structures Part 2: Traffic loads on bridges - paragraphs 6.5.3 (2), (4), (5) and (6) ; paragraph 6.5.3 (6).
EN1991-2:2003 Eurocode 1: Actions on structures Part 2: Traffic loads on bridges + national application documents
EN13674- 1:2003– Railway applications - Track - Rail Part 1: Vignole railway rails 46 kg/m and above – Annex A
EN13674-2: 2003- Railway applications - Track - Rail Part 2: switch and crossing rails used in conjunction with flat-bottom symmetrical railway rails 46 kg/m and above – Annex A.
EN13674- 1:2003– Railway applications - Track - Rail Part 1: Vignole railway rails 46 kg/m and above – Chapter 5
ERA/Interoperability/JCP/hpi/2008/210 1.0 November 13, 2008 Approved
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EUROPEAN RAILWAY AGENCY Interoperability Unit
5.3.1
The rail
5.3.1.3
Steel grade
b)
Switches and crossings
5.3.2
The rail fastening system
a)
EN 13481-2:2002 - Railway applications – Track Performance requirements for fastening systems - Part 2: Minimum Resistance to rail longitudinal Fastening systems for concrete sleepers slip
5.3.2.
The rail fastening system
b)
Resistance to repeated loading
5.3.2.
The rail fastening system
d)
Minimum electric resistance
6.2.5
Technical solutions given presumption of conformity at design phase Assessment of equivalent conicity
EN13674-2:2003Railway applications - Track - Rail Part 2: switch and crossing rails used in conjunction with flat-bottom symmetrical railway rails 46 kg/m and above – Chapter 5
EN 13481-2:2002 - Railway applications – Track Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers
EN 13146-5- Railway applications – Track – Test methods for fastening systems – Part 5: Determination of electrical resistance
EN 13674-1: 2003Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above – rail sections 60 E 1 and 60 E 2
6.2.5.2 6.2.6
6.2.6.2
Reference: Version: Date: Status: Author: ERA 1.0
Particular requirements for conformity assessment Assessment of minimum value of mean track gauge
EN 13848-1:2003 - Railway applications/Track - Track geometry quality - Part1: Characterization of track geometry- section 4.2.2
ERA/Interoperability/JCP/hpi/2008/210 1.0 November 13, 2008 Approved
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EUROPEAN RAILWAY AGENCY Interoperability Unit
Standards or other documents not referred to in the HS infrastructure TSI (and therefore voluntary) Characteristics
TSI Sections 5.3.1.2
Design linear mass
Relevant standards or other documents EN13674-1:2003+A1:2007 – Railway applications - Track Rail - Part 1: Vignole railway rails 46 kg/m and above
EN13674-2:2006 Railway applications - Track - Rail Part 2: switch and crossing rails used in conjunction with flatbottom symmetrical railway rails 46 kg/m and above. 5.3.2.
The rail fastening system
a)
EN13146-1: 2002 - Railway applications - Track - Test Methods for Fastening Systems - Part 1: Determination of Minimum resistance to rail longitudinal longitudinal rail restraint slip
5.3.2.
The rail fastening system
b)
Resistance to repeated loading
5.3.2.
The rail fastening system
c)
Dynamic stiffness of the rail pad on concrete sleepers
5.3.3
Mass and dimensions
EN13146-4: 2002+ A1: 2006 - Railway applications - Track Test Methods for Fastening Systems - Part 4: Effect of repeated loading
EN13481-2:2002 +A1: 2006 Railway applications – Track Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers
EN13230-1:2002 - Railway applications - Track - Concrete bearers and sleepers - Part 1: General Requirements (Revision under process – published next year)
4.2.2
4.2.6
Nominal track gauge/
Minimum radius of curvature
EN13848-1: 2003 – Railway applications - Track - Track geometry quality – Part 1:Characterisation of track geometry (+ Amdt A1/2008) EN 13803-1: 2006 - Railway applications - Track alignment design parameters –Track gauges 1435 and wider - Part 1: Characterisation of track geometry EN 13803-2: 2006+ AC2007 - Railway applications - Track alignment design parameters –Track gauges 1435 and wider Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature
4.2.7
Reference: Version: Date: Status: Author: ERA 1.0
Track cant
ENV 13803-1: 2002 - Railway applications - Track alignment design parameters –Track gauges 1435 and wider - Part 1: Characterisation of track geometry
ERA/Interoperability/JCP/hpi/2008/210 1.0 November 13, 2008 Approved
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EUROPEAN RAILWAY AGENCY Interoperability Unit
EN 13803-2:2006 + AC 2007- Railway applications - Track alignment design parameters –Track gauges 1435 and wider Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature EN 14363: 2005 Railway application – Testing for the acceptance of running characteristics of railway vehicles – Testing of running behaviour and stationary tests 4.2.8
Cant deficiency
.
ENV 13803-1: 2002- Railway applications - Track alignment design parameters –Track gauges 1435 and wider - Part 1: Characterisation of track geometry EN 13803-2:2006/ AC 2007 - Railway applications - Track alignment design parameters –Track gauges 1435 and wider Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature EN 14363: 2005 Railway application – Testing for the acceptance of running characteristics of railway vehicles – Testing of running behaviour and stationary tests
4.2.9.2
Equivalent Conicity
EN 15302: 2008. - Railway applications –Method for determining the equivalent conicity
EN13848-1: 2003/ A1 2008 – Railway applications - Track Track geometrical quality and limits on Track geometry quality – Part 1:Characterisation of track isolated defects geometry EN13848-5: 2008/– Railway applications - Track - Track geometry quality – Part 5: Geometric quality levels
4.2.12
Switches and crossings
EN 13232-2:2003 - Railway applications – Track – Switches and crossings – Part 2: Requirements for geometric design EN 13232-9:2006 - Railway applications – Track – Switches and crossings – Part 9: Layouts EN 13803-2:2006/ AC 2007 - Railway applications - Track alignment design parameters –Track gauges 1435 and wider Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature
4.2.12
4.2.12.1
Reference: Version: Date: Status: Author: ERA 1.0
Switches and crossings
EN 13232-4: 2005/ - Railway applications – Track – Switches and crossings – Part 4: Actuation locking an detection
Means of detection and locking
ERA/Interoperability/JCP/hpi/2008/210 1.0 November 13, 2008 Approved
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EUROPEAN RAILWAY AGENCY Interoperability Unit
4.2.12
4.2.12.2 4.2.12
4.2.12.3
Switches and crossings
prEN13232-7:2006/ - Railway applications - Track Switches and crossings - Part 7: Crossings with movable parts
Use of swing nose Switches and crossings
EN 13232-2:2003 - Railway applications – Track – Switches and crossings – Part 2: Requirements for geometric design
Geometrical characteristics
EN 13232-4:2005/ - Railway applications – Track – Switches and crossings – Part 4: Actuation locking an detection EN13232-5: 2005 - Railway applications - Track - Switches and crossings - Part 5: Switches EN13232-6:2005/ - Railway applications - Track - Switches and crossings - Part 6: Fixed common and obtuse crossings EN 13232-7:2006/ - Railway applications - Track - Switches and crossings - Part 7: Crossings with movable parts EN 13232-9:2006 - Railway applications – Track – Switches and crossings – Part 9: Layouts
4.2.13
Track resistance
prENV 13803-1:2002 - Railway applications - Track alignment design parameters –Track gauges 1435 and wider Part 1: Characterisation of track geometry EN 13803-2:2006/AC 2007 - Railway applications - Track alignment design parameters –Track gauges 1435 and wider Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature EN 14363: 2005 Railway application – Testing for the acceptance of running characteristics of railway vehicles – Testing of running behaviour and stationary tests
4.2.16
Maximum pressure variations in tunnels
4.2.17
Effect of crosswinds
4.4.3
4.5
EN14067-5:2005/ - Railway applications - Aerodynamics Part 5: Requirements and test procedures for aerodynamics in tunnel
prEN 14067-6: 2006- Railway applications - Aerodynamics Part 6: Cross wind effects on railway operation (In preparation in TC 256 WG6) Protection of workers against aerodynamic EN14067-4:2005/prA1 2008 - Railway applications effects Aerodynamics - Part 4: Requirements and test procedures for aerodynamics on open track Maintenance rules
EN13848-1: 2003/AC2007 – Railway applications - Track Track geometry quality – Part 1:Characterisation of track geometry EN 13232-9:2006 - Railway applications – Track – Switches and crossings – Part 9: Layouts ENV 13803-1:2002 - Railway applications - Track alignment design parameters –Track gauges 1435 and wider - Part 1: Characterisation of track geometry
Reference: Version: Date: Status: Author: ERA 1.0
ERA/Interoperability/JCP/hpi/2008/210 1.0 November 13, 2008 Approved
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EUROPEAN RAILWAY AGENCY Interoperability Unit
EN 13803-2:2006 /AC 2007 - Railway applications - Track alignment design parameters –Track gauges 1435 and wider Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature
Reference: Version: Date: Status: Author: ERA 1.0
ERA/Interoperability/JCP/hpi/2008/210 1.0 November 13, 2008 Approved
