Applicable standards in HS Infrastructure subsystem TSI (2008/217/EC)

Transcription

1 Applicable standards in HS Infrastructure subsystem TSI (2008/217/EC) ERA 1.0 Page 1/8

2 Standards or other documents referred to in the HS infrastructure TSI (and therefore mandatory) TSI Sections Characteristics Mandatory standards or other documents Equivalent conicity Design values. pren Railway applications Wheelsets and bogies Wheels Tread profile EN 15302: Railway applications - Method for determining the equivalent conicity c) Track Resistance Lines of category 1 Longitudinal forces due to interaction between structures and track Vertical loads Dynamic analysis Centrifugal forces Nosing forces Part 2: Traffic loads on bridges - clause Part 2: Traffic loads on bridges - paragraphs (2), (3); paragraphs (3) and (5) ; paragraphs (1) and (2) EN 1990: 2002/ - annex A2 Part 2: Traffic loads on bridges - section 6.4.4; paragraphs (3), (4), (5) and (6); paragraph (1) ; paragraph (3) EN 1990: 2002/ annex A2 Part 2: Traffic loads on bridges - paragraph (4) Part 2: Traffic loads on bridges - paragraphs (2) and (3). ERA 1.0 Page 2/8

3 .5 Actions due to traction and braking (Longitudinal loads) Part 2: Traffic loads on bridges - paragraphs (2), (4), (5) and (6) ; paragraph (6)..6 Longitudinal forces due to interaction between structures and track Part 2: Traffic loads on bridges -clause Aerodynamic actions from passing trains on line side structures Part 2: Traffic loads on bridges -section Application of the requirements of EN :2003 The rail Part 2: Traffic loads on bridges + national application documents EN :2003 Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above Annex A Railhead profile a) Plain line The rail Railhead profile EN : 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. b) The rail Steel grade EN :2003 Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above Chapter 5 a) Plain line ERA 1.0 Page 3/8

4 The rail Steel grade EN :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 b) a) Minimum Resistance to rail longitudinal slip EN : Railway applications Track - Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers b) Resistance to repeated loading EN : Railway applications Track - Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers d) Minimum electric resistance EN Railway applications Track Test methods for fastening systems Part 5: Determination of electrical resistance Technical solutions given presumption of conformity at design phase Assessment of equivalent conicity Particular requirements for conformity assessment Assessment of minimum value of mean track gauge EN : 2003Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above rail sections 60 E 1 and 60 E 2 EN : Railway applications/track - Track geometry quality - Part1: Characterization of track geometry- section ERA 1.0 Page 4/8

5 Standards or other documents not referred to in the HS infrastructure TSI (and therefore voluntary) TSI Sections Characteristics Relevant standards or other documents Design linear mass EN :2003+A1:2007 Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above EN :2006 Railway applications - Track - Rail - Part 2: switch and crossing rails used in conjunction with flatbottom symmetrical railway rails 46 kg/m and above. a) b) Minimum resistance to rail longitudinal slip Resistance to repeated loading EN : Railway applications - Track - Test Methods for Fastening Systems - Part 1: Determination of longitudinal rail restraint EN : A1: Railway applications - Track - Test Methods for Fastening Systems - Part 4: Effect of repeated loading c) Dynamic stiffness of the rail pad on concrete sleepers EN :2002 +A1: 2006 Railway applications Track - Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers Mass and dimensions EN : Railway applications - Track - Concrete bearers and sleepers - Part 1: General Requirements Nominal track gauge/ Minimum radius of curvature Track cant (Revision under process published next year) EN : 2003 Railway applications - Track - Track geometry quality Part 1:Characterisation of track geometry (+ Amdt A1/2008) EN : Railway applications - Track alignment design parameters Track gauges 1435 and wider - Part 1: Characterisation of track geometry EN : AC Railway applications - Track ENV : Railway applications - Track alignment design parameters Track gauges 1435 and wider - Part 1: Characterisation of track geometry ERA 1.0 Page 5/8

6 EN : AC Railway applications - Track EN 14363: 2005 Railway application Testing for the acceptance of running characteristics of railway vehicles Testing of running behaviour and stationary tests Cant deficiency Equivalent Conicity ENV : Railway applications - Track alignment design parameters Track gauges 1435 and wider - Part 1: Characterisation of track geometry EN :2006/ AC Railway applications - Track EN 14363: 2005 Railway application Testing for the acceptance of running characteristics of railway vehicles Testing of running behaviour and stationary tests EN 15302: Railway applications Method for determining the equivalent conicity Design values In service values EN : 2003+A Railway applications - Track - Track geometry quality Part 1:Characterisation of track geometry Minimum values of mean track gauge Track geometrical quality and limits on isolated defects EN : 2008 Railway applications - Track - Track geometry quality Part 5: Geometric quality levels EN : 2003/ A Railway applications - Track - Track geometry quality Part 1:Characterisation of track geometry EN : 2008/ Railway applications - Track - Track geometry quality Part 5: Geometric quality levels EN : Railway applications Track Switches and crossings Part 2: Requirements for geometric design EN : Railway applications Track Switches and crossings Part 9: Layouts EN :2006/ AC Railway applications - Track EN : 2005/ - Railway applications Track Part 4: Actuation locking an detection Means of detection and locking ERA 1.0 Page 6/8

7 Use of swing nose Geometrical characteristics Track resistance pren :2006/ - Railway applications - Track - - Part 7: Crossings with movable parts EN : Railway applications Track Switches and crossings Part 2: Requirements for geometric design EN :2005/ - Railway applications Track Switches and crossings Part 4: Actuation locking an detection EN : Railway applications - Track - Switches and crossings - Part 5: Switches EN :2005/ - Railway applications - Track - Switches and crossings - Part 6: Fixed common and obtuse crossings EN :2006/ - Railway applications - Track - Switches and crossings - Part 7: Crossings with movable parts EN : Railway applications Track Switches and crossings Part 9: Layouts prenv : Railway applications - Track Part 1: Characterisation of track geometry EN :2006/AC Railway applications - Track EN 14363: 2005 Railway application Testing for the acceptance of running characteristics of railway vehicles Testing of running behaviour and stationary tests Maximum pressure variations in tunnels EN :2005/ - Railway applications - Aerodynamics - Part 5: Requirements and test procedures for aerodynamics in tunnel Effect of crosswinds Protection of workers against aerodynamic effects pren : Railway applications - Aerodynamics - Part 6: Cross wind effects on railway operation (In preparation in TC 256 WG6) EN :2005/prA Railway applications - Aerodynamics - Part 4: Requirements and test procedures for aerodynamics on open track Maintenance rules EN : 2003/AC2007 Railway applications - Track - Track geometry quality Part 1:Characterisation of track geometry EN : Railway applications Track Switches and crossings Part 9: Layouts ENV : Railway applications - Track alignment design parameters Track gauges 1435 and wider - Part 1: Characterisation of track geometry ERA 1.0 Page 7/8

8 EN :2006 /AC Railway applications - Track ERA 1.0 Page 8/8