standards needs for hs and cr inf tsi - uic · issued by cmc 2007-12 europÄisches komitee fÜr...

Issued by CMC 2007-12

(1) Reference to the corresponding § of CR TSI in blue

EUROPEAN COMMITTEE FOR STANDARDIZATION C O M IT É E U R O P É E N D E N O R M A LI S A T I O N EUR OP ÄIS C HES KOM ITEE FÜR N OR M UNG

Standards needs for HS and CR INF TSI

Referenced documents:

...\..\..\GV\TSI adopted\TSI Infra\ST13EN04 INS - part 2 - TSI text - original.doc ..\..\..\GV\TSI adopted\TSI Infra\DV87EN02 Comments on revised HS INS TSI.doc ..\..\..\GV\REv.Guideline\Tableau GuidelineJPRINF01_2007_updated version.doc ..\\..\\..Standards needs for HS and CR RST TSI.doc

• ..\..\Normalisation\Travaux CEN\Liste des EN en cours\TC 256 brut.xls • …\\..\ERA\ERA-CEN meeting_070625\IU-INF-070328-TSI 1.2.doc •

CEN/CENELEC Work (column 6): Nothing; CEN On going work; EN assessment; EN revision; New EN; Research program CEN/CENELEC follow-up for CR-TSI (column 10): Same thing as HS; According TSI content; Already taken into account in CEN work; Extend the scope of the (pr)EN to all INF; new work needed TSI requirements versus EN requirements. Proposal (column 11): Proposals of work to separate the mandatory requirements of the EN referred in TSI and voluntary requirements of the harmonized standard which are referred in the annexes Z of the EN.

Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC 1/29




Available Standards Technical Subject

HS-INF-TSI Section(1)

Direct References in TSI

Recommended In Application Guide

Other Available Document

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Comments CEN/CENELEC follow up for

CR-TSI

TSI requirements versus EN requirements

proposal

1 2 3 4 5 6 7 8 9 10 11 I TSI §§ and Annexes with direct references to Standards

I 1 4.2.4.1 Minimum structure gauge

PrEN 15273-3: 2008 Gauges - Part 3 -Obstacle gauges :chapters 5, 7, 10 and the Annex C

Formal vote

The draft TSI for CR quotes prEN 15273-3 for safe clearanc

I 2 4.2.4.2 Distance between track centres

PrEN 15273-3: 2008 Gauges - Part 3 -Obstacle gauges :chapter 9

Formal vote

Finalization achieved

The draft TSI for CR quotes prEN 15273-3 for safe clearanc

I 3 4.2.4.4. Minimum radius of horizontal curve

EN 13803-2:2006 Track gauges 1435 and wider -Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of curvature paragraph 8.4

Applies to reverse curves with radii in the range from 150 m up to 300 m

I 4 4.2.9.2 Equivalent conicity Design value

EN 15302:2008 - Method for determining the equivalent

UIC 519 (Transfer

of UIC 519 into EN)

Same thing as HS










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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 4.2.5.5.1 Design value for equivalent conicity

conicity

I 5 4.2.9.2 Equivalent conicity Design value 4.2.5.5 Design value for equivalent conicity

EN 13715:2006 Wheelsets and bogies – Wheels – Tread profile

UIC 510-2 According TSI content There are no requirements for speed less or equal than 160km/h

May be other tread profiles to add in EN 13715: 2006 Annex Z to be updated

I 6 4.2.13.1 Track Resistance - Lines of category 1- Vertical load-

I 7 4.2.13.1 Track Resistance - Lines of category 1-Longitudina load-c) Longitudinal

EN1991-2:2003 Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges

WG 10










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proposal

1 2 3 4 5 6 7 8 9 10 11 forces due to interaction between structures and track

clause 6.5.4

I 8 4.2.14.1 Traffic load on structures-Vertical loads 4.2.8.1.1 Vertical load

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)

Same thing as HS Specific values for axle loads greater than 22.5 t Adding of load model SW/2 and reference to EN 1991-2:2003 § 6.3.3(4)

I 9 4.2.14.1 Traffic load on structures-Vertical loads 4.2.8.1.1 Vertical load

EN 1990:2002/A1: 2005

Same thing as HS TSI Annex A2 EN 1990-2

I 10 4.2.14.2 Traffic load on structures- Dynamic analysis

EN1991-2:2003 Eurocode 1: Actions on structures -










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proposal

1 2 3 4 5 6 7 8 9 10 11

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)

I 11 4.2.14.2 Traffic load on structures- Dynamic analysis

EN 1990:2002/A1

I 12 4.2.14.3 Traffic load on structures--Centrifugal forces 4.2.8.1.3 Centrifugal forces

EN1991-2:2003 Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges paragraphes 6.5.1 (2), (3)P, (4)P, (7) and (9)

Same thing as HS EN 1991-2:2003

I 13 4.2.14.4 Traffic load on structures Nosing forces












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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 4.2.8.1.4 Nosing force

Part 2: Traffic loads on bridges paragraphs 6.5.2 (2),(3).

I 14 4.2.14.5 Traffic load on structures Actions due to traction and braking (Longitudinal loads) 4.2.8.1.5 Actions due to traction and braking (Longitudinal loads)

EN1991-2:2003 Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges paragraphs 6.5.3 (2) P, (4), (5) and (6)


I 15 4.2.14.6 Traffic load on structures Longitudinal forces due to interaction between structures and track

EN1991-2:2003 Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges - clause 6.5.4.

I 16 4.2.14.7 Aerodynamic actions from passing trains on


.










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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 line side structures

4.2.8.3.Resistance of structures over or adjacent to tracks

Part 2: Traffic loads on bridges section 6.6

I 17 4.2.8.2 Equivalent vertical loading for earthworks and earth pressure effects

Paragraph 6.3.6.4.

Paragraphs 6.3.2 (3)P.

I 18 4.2.14.8 Application of the requirements of EN1991-2:2003 New clause recently include related to this area

EN1991-2:2003 Eurocode 1: Actions on structures - Part 2: to be applied in accordance with a National Annex where this exists.


I 19 4.2.9.1.Determination of

EN13848-1: 2003 –- Track

EN revision

WG 28 00256274










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proposal

1 2 3 4 5 6 7 8 9 10 11 immediate action, intervention and alert limits

geometry quality – Part 1 :Characterisation of track geometry and EN13848-1: 2003/prA1:2008 chapter 5.

I 20 5.3.1.1 Railhead profile a) Plain line

EN 13674-1: 2003-Track- Rail - Part 1 : Vignole railway rails 46kg/m and above - Annex and EN 13674-2003/prA1-2006

EN revision

WG 4 00256204 Annex Z to be updated

I 21 5.3.1.1 Railhead profile b) Switches and crossings

EN 13674-2: 2003- Track- Rail - Part 2 : Switch and crossing rail used in conjunction with Vignole railway rails 46kg/m and above - annex A

Wrong reference for EN 13674-2 Published in 2006

Annex Z to be updated

I 22 5.3.1.3 Steel grade a) Plain EN 13674-1:

EN revision

WG 4 00256204



(1) e to the corresponding § of CR TSI in blue


Referenc







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proposal

1 2 3 4 5 6 7 8 9 10 11 line

2003-Track- Rail - Part 1 : Vignole railway rails 46kg/m and above - Annex A Chapter 5.

I 23 5.3.1.3 Steel grade b)Switches and crosings

EN 13674-2: 2003- Track- Rail - Part 2 : Switch and crossing rail used in conjunction with Vignole railway rails 46kg/m and above - annex A Chapter 5.



I 24 5.3.2 The rail fastening systems a) the minimum resistance to rail longitudinal slip

EN 13481-2:2002 – Performance requirements for fastening systems - Part 2 – Fastening for concrete sleepers

EN revision

WG 17 00256196 EN 13481-2/A1:2006 published

To add the reference to A1 2006 To add the reference of EN 13481-2 Annex B for the dynamic stiffness of the rail pad. Annex Z to be updated.

I 25 5.3.2 The rail fastening systems b) the resistance to repeated loading

EN 13481-2: 2002 – Performance requirements for fastening systems – Part 2–

New EN WG 17 00256196 EN 13481-2/A1:2006 published

To add the reference to A1 2006 To add the reference of EN 13481-2 Annex B for the dynamic stiffness of the rail pad.









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proposal

1 2 3 4 5 6 7 8 9 10 11

Fastening for concrete sleeper


I 26

5.3.2 The rail fastening systems d) Electrical resistance

EN 13146-5: 2002 Test methods for fastening systems - Part 5: Determination of electrical resistance

I 27

5.3.3 Track sleepers and bearers


I 28 6.1.3. Procedures to be applied for established and novel interoperability constituents

EN 13674-1: 2003-Track- Rail - Part 1 : Vignole railway rails 46kg/m and above - Annex A

EN revision

WG 4 00256204 To delete the reference of the profile 60E2 annexe F of the TSI and substitute it by the reference of prEN 13674-1:2003/prA1-2006 Annex Z to be updated

I 29 6.2.5.2 Assessment of equivalent conicity


EN revision

WG 4 00256204 i To delete the reference of the profile 60E2 annexe F of the TSI and substitute it by the reference of prEN 13674-1:2003/prA1-2006 Annex Z to be updated

I 30

6.2.6.2 EN 13848-1.2003

EN revision

WG 28 00256274 Same thing as HS Annex Z to be updated










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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 Assessment of minimum value of mean track gauge 6.2.5.3 Assessment of minimum value of mean track gauge

Track geometry quality – Part 1:Characterisation of track geometry

EN13848-1: 2003 –- Track geometry quality – Part 1:Characterisation of track geometry and EN13848-1: 2003/prA1:2008 chapter 5.

I 31 7 - Correlation of categories of line with vehicle performance

and annex E

EN 15528:2008 Line categories for Managing between load limits of vehicles and infrastructure section 6, annex A, J and K










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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 II. TSI §§ and Annexes without direct references to Standards

II 1. 4.2.2 Nominal track gauge 4.2.5.1 Nominal track gauge

EN 13848-1: 2003 –Track geometry quality – Part 1:Characterisation of track geometry

EN revision

WG 28 00256nnn Same thing as HS EN 13848-1:2003-prA1:2006 to be added Annex Z to be updated

II 2. 4.2.3 Minimum infrastructure gauge 4 .2.4.1 Minimum structure gauge

prEN 15273 – 1:- Gauges – part 1 – Generalities: Common rules for Infrastructure and Rolling Stock

HS TSI Freihgt wagons annex C,T,U, W, GG

Formal vote

Same thing as HS Limited to structure gauge within CR TSI

II 3. 4.2.3 Minimum infrastructure gauge 4 .2.4.1 Minimum structure gauge

prEN 15273-3: - Gauges – part 3 –Obstacle gauges

HS TSI Freihgt wagons annexes C,T,U,W, GG UIC 505-1

Formal vote


Already taken into account in ERA work but limited to structure gauge The draft TSI for CR quotes prEN 15273-3 for safe clearance

Maximum height of check rail is 70 mm in HS TSI and CR TSI and 80mm within EN 15273-3, in coherence with EN 13232-9 that requires maximum height of 80mm These values shall be harmonised

II 4 4.2.4 Distance between track centres 4.2.4.2 Distance between track centres

prEN 15273-3: - Gauges – part 3 –Obstacle gauges

HS TSI Freihgt wagons annexes C,T,U,W, GG UIC 505-1

Formal vote


Already taken into account in ERA work The draft TSI for CR quotes prEN 15273-3 for safe clearance. Besides, it also quotes EN 14067-4 and EN 14067-5



(1) e to the corresponding § of


Referenc CR TSI in blue







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proposal

1 2 3 4 5 6 7 8 9 10 11 II 5 4.2.6 Minimum

radius of curvature

prEN 13803-1 Track gauges 1435 and wider - Part 1: Characterisation of track geometry

EN revision

WG 15 00256099 Finalization underway

Same thing as HS Annex Z to be updated

II 6 4.2.6 Minimum radius of curvature 4.2.4.4 Minimum radius of horizontal curve

EN 13803-2: 2006 Track gauges 1435 and wider -Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of curvature

Already taken into account in ERA work CR TSI quotes prEN 13803-2 for reverse curves


II 7 4.2.7 Track cant 4.2.5.2 Cant

prEN 13803-1:2002-Track gauges 1435 and wider-part 1:Characterisation of track geometry

EN revision

WG15 00256099 Finalization underway

According TSI content

Values of the standard to be harmonized with those of the TSIs Annex Z to be updated

II 8. 4.2.7 Track cant 4.2.5.2 Cant

EN 13803-2:2006 - Track gauges 1435 and wider - Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature


Values of the standard to be harmonized with those of the TSIs Annex Z to be updated

II 9 4.2.7 Track cant EN 14363: 2005 – UIC 518 EN WG10 00256232 According TSI









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proposal

1 2 3 4 5 6 7 8 9 10 11 4.2.5.2 Cant

Testing for the acceptance of running characteristics of railway vehicles – Testing of running behaviour and stationary tests

UIC 518-1UIC 518-2UIC 530-2UIC 432

revision 00256233 content

II 10 4.2.8 Cant deficiency 4.2.5.4.1 Cant deficiency on plain track and on the through route of switches and crossing

prEN 13803-1 Track gauges 1435 and wider - Part 1: Characterisation of track geometry

EN revision


Same thing as HS Values of the standard shall be harmonized with those of the TSIs

II 11 4.2.8 Cant deficiency 4.2.5.4.1 Cant deficiency on plain track and on the through route of switches and crossing

EN 13803-2; 2006 Track gauges 1435 and wider – Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature

Same thing as HS Values of the standard to be harmonised with these of the TSIs Annez ZA to be updated

II 12 4.2.8 Cant deficiency 4.2.5.4.1 Cant deficiency on plain track and on the through

EN 14363: 2005 – Testing for the acceptance of running characteristics of railway vehicles – Testing of running behaviour and

UIC 518 UIC 518-1UIC 518-2UIC 530-2UIC 432

EN revision

WG 10 00256232 00256233













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proposal

1 2 3 4 5 6 7 8 9 10 11 route of switches and crossing

stationary tests

II 13 4.2.9 Equivalent conicity 4.2.9.3.1 Minimum value of mean track gauge 4.2.5.5 Equivalent conicity

EN 13848-1: 2003 –- Track geometry quality – Part 1:Characterisation of track geometry

EN revision

WG 28

00256274 Same thing as HS for speed above 160km/h

EN 13848-1: 2003:prA1:2008 to be added. Anne Z to be updated

II 14 4.2.9.3.1 Minimum value of mean track gauge 4.2.5.5 Equivalent conicity

prEN13848-5: 2005 - Track geometry quality – Part 5: Geometric quality assessment

EN assessmen

t

WG 28 00256188 Finalization of work for FV

According TSI content Same thing as HS For speed above 160km/h

Values of IINF TSIs and EN 13848-5 should be harmonized Discrepancies with the EN 14363 relating to limit values shall be solved NB: Need to examine the TSIs text in the detail when the FV version of this standard is produced

II 15 4.2.5.6 Railhead profile for plain line

EN 13674-1: 2003-Track- Rail - Part 1 : Vignole railway rails 46kg/m and above - Annex and EN 13674-2003/prA1-2006

EN revision

WG 4 00256204 To delete the reference of the profile 60E2 annexe F of the TSI and substitute it by the reference of prEN 13674-1:2003/prA1-2006 Annex Z to be updated

II 16. 4.2.10 Track geometrical quality and limits on isolated

EN13848-1: 2003 –- Track geometry quality – Part 1:Characterisation of

EN revision

WG 28

00256274

Same thing as HS for speed above 160 km/h

EN 13848-1: 2003/prA1:2008 to be added Annex Z to be updated









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proposal

1 2 3 4 5 6 7 8 9 10 11 defects 4.2.9.1 Determination of immediate action, intervention and alert limits

track geometry and EN13848-1: 2003/prA1:2008

II 17 4.2.10 Track geometrical quality and limits on isolated defects 4.2.9.1 Determination of immediate action, intervention and alert limits


EN assessmen

t



CR TSI is waiting for maintenance values of EN 13848-5

Discrepancy with the EN 14363 relating to limit values Values should be harmonized NB: Need to examine the TSIs text in the detail when the FV version of this standard is produced NB 2: Probably not sufficiently strict to support this requirement

II 18 4.2.9.2 The immediate action limit for track twist


EN assessmen

t



CR TSI is waiting for maintenance values of EN 13848-5

Discrepancy with the EN 14363 relating to limit values Values should be harmonized

II 19 4.2.9.3 The prEN13848-5: 2005 - EN WG 28 00256188 Finalization of work According TSI Discrepancy with the EN



(1) Reference to the corresponding § of


CR TSI in blue







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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 immediate action limit for variation of track gauge

Track geometry quality – Part 5: Geometric quality assessment

assessment

for FV content CR TSI is waiting for maintenance values of EN 13848-5

14363 relating to limit values Values should be harmonized NB:

II 20 4.2.12 Switches and crossings 4.2.6 Switches and crossings

EN 13232-2:2003 - – Switches and crossings – Part 2: Requirements for geometric design

Same thing as HS Annex Z to be added

II 21 4.2.12 Switches and crossings 4.2.6 Switches and crossings

EN 13232-9:2005 – Switches and crossings – Part 9: Layouts

Same thing as HS Maximum height of check rail is 70 mm in HS TSI and CR TSI and 80mm within EN 15273-3, in coherence with EN 13232-9 that requires maximum height of 80mm. The value shall be harmonized Annex Z to be updated

II 22 4.2.12.1 Means

of detection and locking 4.2.6 Switches and crossings

EN 13232-4:2005 – Switches and crossings – Part 4: Actuation locking an detection

Same thing as HS The coherence with the TSIs shall be verified Annex Z to be updated

II 23. 4.2.12.2 Use of swing nose

prEN13232-7:2005 - Switches and crossings - Part 7:












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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 4.2.6 Switches and crossings

Crossings with movable parts

II 24 4.2.12.3Geometrical characteristics 4.2.6 Switches and crossings

EN 13232-4:2005 – Switches and crossings – Part 4: Actuation locking an detection


II 25 4.2.12.3Geometrical characteristics 4.2.6 Switches and crossings

EN13232-5: 2005 - Switches and crossings - Part 5: Switches

Same thing as HS The coherence with the TSIs shall be verified Annex

Z to be updated

II 26 4.2.12.3 Geometrical characteristics 4.2.6 Switches and crossings

EN13232-6:2005 - Switches and crossings - Part 6: Fixed common and obtuse crossings



EN 13232-7:2006 -Switches and crossings - Part 7: Crossings with movable parts


II 28 4.2.12.3 Geometrical characteristics

EN 13232-8: 2007 Switches and crossings – part 8










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proposal

1 2 3 4 5 6 7 8 9 10 11 Expansion devices

II 29 4.2.12.3

Geometrical characteristics 4.2.6 Switches and crossings

EN 13232-9:2006 - Railway applications – Track – Switches and crossings – Part 9: Layouts

Same thing as HS Maximum height of check rail is 70 mm in HS TSI and CR TSI and 80mm within EN 15273-3, in coherence with EN 13232-9 that requires maximum height of 80mm These values shall be harmonised Annex Z to be updated


prEN 15273-3: Gauges-part 3-Obstacle gauges

Formal vote

Finalization of work Same thing as HS Maximum height of check rail is 70 mm in HS TSI and CR TSI and 80mm within EN 15273-3, in coherence with EN 13232-9 that requires maximum height of 80mm These values shall be harmonised Annex Z to be updated

II 31. 4.2.13 Track resistance

prEN 13803-1: Track gauges 1435 and wider - Part 1: Characterisation of track geometry

4.2.7. Track resistance to

EN revision












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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 applied load

II 32 4.2.13 Track resistance 4.2.7. Track resistance to applied load

EN 13803-2:2006 –Track gauges 1435 and wider - Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature

Same thing as HS Values of the standard to be harmonised with these of the TSIs Annez ZA to be updated

II 33 4.2.13 Track resistance 4.2.7. Track resistance to applied load

EN 14363: 2005 – Testing for the acceptance of running characteristics of railway vehicles – Testing of running behaviour and stationary tests

UIC 518 UIC 518-1UIC 518-2UIC 530-2UIC 432

EN revision

WG 10 00256232 00256233


II 34 4.2.16 Maximum pressure variation in tunnels 4.2.11.1 Maximum pressure variations in tunne

EN14067-4:2005 - Aerodynamics - Part 4: Requirements and test procedures for aerodynamics on open track











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proposal

1 2 3 4 5 6 7 8 9 10 11 Same thing as HS II 35. 4.2.16 Maximum

pressure variation in tunnels 4.2.11.1 Maximum pressure variations in tunnel

EN14067-5:2006 - Aerodynamics - Part 5: Requirements and test procedures for aerodynamics in tunnel

Direct reference in TSI RS


II 36 4.2.17 Effects of crosswinds 4.2.11.6 Effects of crosswinds

PrEN 1467-6: 2006- Aerodynamics - Part 6: Cross wind effects on railway operation

CEN on going work

WG 6 00256192 Same thing as HS

II 37 4.4.3 Protection of workers against aerodynamic effects 4.4.3 Protection of workers against aerodynamic effects

EN14067-4:2005 - Railway applications - Aerodynamics - Part 4: Requirements and test procedures for aerodynamics on open track


II 38. 4.5 Maintenance rules 4.5 Maintenance

EN13848-1: 2003 – Track geometry quality – Part 1:Characterisation of

EN revision

WG 28 00256274 Same thing as HS EN 13848-1 2003 :prA1 2008 to be added Annex Z to be updated



(1) Reference to the corresponding § of


CR TSI in blue







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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 plan track geometry

II 39 4.5 Maintenance

rules 4.5 Maintenance plan

prEN13848-5: 2005 – Track geometry quality – Part 5: Geometric quality assessment

EN assessmen

t


According TSI content CR TSI is waiting for maintenance values of EN 13848-5

II 40 4.5 Maintenance rules 4.5 Maintenance plan

EN 13232-9:2006 – Switches and crossings – Part 9: Layouts



prEN 13803-1 Track gauges 1435mm and wider – Part 1: Characterisation of track geometry

EN revision




EN 13803-2:2006 –Track gauges 1435 and wider – Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of the curvature


II 43 5.3.1 The rail EN 13674-1: 2003-Track- Rail - Part 1 : Vignole railway rails 46kg/m and above -

EN révision

WG 4 00256204 To delete the reference of the profile 60E2 annexe F of the TSI and substitute it by the reference of prEN









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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 Annex and EN 13674-2003/prA1-2006

13674-1:2003/prA1-2006 Annex Z to be updated

II 44 5.3.1 The rail EN 13674-2: 2003- Track- Rail - Part 2 : Switch and crossing rail used in conjunction with Vignole railway rails 46kg/m and above - annex A Chapter 5.


II 45 5.3.2 Rail fastening system 5.3.2 Rail fastening system

EN 13481-2 Performance requirements for fastening systems – Part 2– Fastening system for concrete sleeper Part 3 – Fastening system for wood sleeper Part 4 - Fastening system for steel sleepers Part 5 – Fastening system for slab track Part 7 – Special fastening system for switches and crossings

Extend the reference to the EN 13481-2 to all the

series of EN 13481


II 46 5.3.3 Track sleepers and bearers

EN 13230-1 Concrete sleepers and bearers - Part 1: General

EN revision

WG 16 00256255 Extended the reference to the EN 13230-1 to all the













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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 5.3.3 Track sleepers and bearers

requirements and the relevant EN of the series ( EN 13230-2 up to EN 13230 –5)

series of EN 13230

II 47 5.3.4 Switches and crossings a)Means of detection and locking

EN 13232-4-2005: Switches and crossings - Part 4: Actuation, locking and detection

Same thing as HS Annex Z to be updated The coherence with the TSIs shall be verified

II 48 5.3.4 Switches and crossings b) Use of

swing nose

EN 13232-6-2005: Switches and crossings - Part 6: Fixed common and obtuse crossings and EN 13232-7 Switches and crossings - Part 7: Crossings with movable parts

Same thing as HS Annex Z to be updated The coherence with the TSIs shall be verified

II 49 5.3.4 Switches and crossings c) geometrical characteristics

EN 13232 series, mainly part 2, part 3, part 5,part 6, Part 7, part 8, part 9

Same ting as HS Annex Z to be updated The coherence with the TSIs shall be verified

II 50 Annex E EN 13232-7:2006 - According TSI The coherence with the









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CEN/ CENELEC

Work

Allocated to:

CEN/CLC WI N°

/Proj. N°


CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11

Switches and crossings - Part 7: Crossings with movable parts

content

TSIs shall be verified Annex Z to be updated

II 51 Annex E

EN 13232-9:2006 - Railway applications – Track – Switches and crossings – Part 9: Layouts


Maximum height of check rail is 70 mm in HS TSI and CR TSI and 80mm within EN 15273-3, in coherence with EN 13232-9 that requires maximum height of 80mm These values shall be harmonised Annex Z to be updated

II 52 Annex F 1


EN revision

WG 4 00256204 According TSI content EN 13674-1:2003/prA1 already taken into account in part 5 of CR TSI

To delete the reference to profile 60E2 annexe F of the TSI and substitute it by the reference of prEN 13674-

1:2003/prA1-2006 Annex Z to be updated

II 53 Annex F

EN 13674-2: 2003- Track- Rail - Part 2 : Switch and crossing rail used in conjunction with Vignole railway rails 46kg/m and above - annex A


According TSI content EN 13674-2: 2006/prA1 already taken into account in part 5 of CR TS

To delete the reference of the profile 60E2 annexe F of the TSI and substitute it by the reference of prEN 13674-2 :2006 annex A Annex Z to be updated

III TSI §§ and Annexes with a need of new standards










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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 III.1

4.2.13 Track

resistance

4.2.7.2 Longitudinal rail restraints a)&b)

New EN WG ? Nothing Longitudinal loads. Actions due to traction and braking are defined at the level of structures but nor for the plain line. These characteristics are important mainly with the use of braking systems which dissipate kinetic energy through heating the rail for service braking

New work needed

III 2 4.2. 15 Global track stiffness 4.2.5.8 Track stiffness

New EN CEN Nothing Requirements for track stiffness as a complete system are an open point. For both HS and CR TSI

New work needed

III 3 4.2.19 Noise and vibrations 4.2.11.3 Noise and vibration limits and mitigation

New EN CEN Nothing New work needed










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CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 measures

III 4 4.2.26.2 Train external cleaning facilities 4.2.13.2 Train external cleaning facilities

New EN CEN Nothing A new EN should defined standard requirements taking into account the gauge and the environmental conditions of a washing machine in accordance with the TSIs

New work needed

III 5 4.2.26.3 Water restocking 4.2.13.3 Water restocking

New EN CEN Nothing According TSIS content

New work needed

III 6 4.2.26.5 Refuelling 4.2.13.5 Refuelling

New EN CEN Nothing A new EN should define standard refuelling equipments, taking into account the Directive 98/83/EC and the environmental aspects of the refuelling operation

New work needed

III 7 4.2.27 Ballast pick up

New EN CEN/WG 6

Nothing Open point of the TSI.

New work needed










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CEN/ CENELEC

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Allocated to:

CEN/CLC WI N°

/Proj. N°


CR-TSI


proposal

1 2 3 4 5 6 7 8 9 10 11 Nothing required for CR INF




Standard needs for HS and CR INF TSI JPR/2007-12 Version CMC


Appendix 1: TSI modifications for the deletion of Annex F

5.3.1.1 Railhead profile

….. c) Plain line The railhead profile shall be selected from the range set out in EN 13674-1:2003 annex A or shall be the profile 60 E2 defined in Annex F of this TSI. …… d) Switches and crossings The railhead profile shall be selected from the range set out in EN 13674-2:2003 EN 13674-2 :2006 annex A or shall be the profile 60 E2 defined in Annex F of this TSI.

6.2.5 Technical solutions giving presumption of conformity at design phas

6.2.5.2 Assessment of equivalent conicity

• Rail section 60 E 2 defined in Annex F A of this TSI with a rail inclination of 1 in 40 and track gauge between 1435 mm and 1437 mm.

standards needs for hs and cr inf tsi - uic · issued by cmc 2007-12 europÄisches komitee fÜr...

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