EP1217126B1 - Gleis für ein schienengebundenes Fahrzeug und eine ein derartiges Gleis enthaltende Einrichtung - Google Patents

Gleis für ein schienengebundenes Fahrzeug und eine ein derartiges Gleis enthaltende Einrichtung Download PDF

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Publication number
EP1217126B1
EP1217126B1 EP01403011A EP01403011A EP1217126B1 EP 1217126 B1 EP1217126 B1 EP 1217126B1 EP 01403011 A EP01403011 A EP 01403011A EP 01403011 A EP01403011 A EP 01403011A EP 1217126 B1 EP1217126 B1 EP 1217126B1
Authority
EP
European Patent Office
Prior art keywords
rail
railroad track
track according
resin
slab
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP01403011A
Other languages
English (en)
French (fr)
Other versions
EP1217126A1 (de
Inventor
Jean Ehrsam
Jacques Malod-Panisset
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Vossloh Infrastructure Services
Alstom Transport SA
Original Assignee
VOSSLOH INFRASTRUCTURE SERVICE
Vossloh Infrastructure Services
Alstom Transport SA
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by VOSSLOH INFRASTRUCTURE SERVICE, Vossloh Infrastructure Services, Alstom Transport SA filed Critical VOSSLOH INFRASTRUCTURE SERVICE
Publication of EP1217126A1 publication Critical patent/EP1217126A1/de
Application granted granted Critical
Publication of EP1217126B1 publication Critical patent/EP1217126B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B21/00—Track superstructure adapted for tramways in paved streets
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B5/00—Rails; Guard rails; Distance-keeping means for them
    • E01B5/02—Rails
    • E01B5/04—Grooved rails
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/11—Embedded tracks, using prefab elements or injecting or pouring a curable material

Definitions

  • the present invention relates to a railroad track for guided vehicle. It applies in particular to railways for trams. It also concerns a corresponding switchgear.
  • the invention relates to a track rail for guided vehicle comprising a support concrete and at least one pair of grooved rails integral with the support, each rail being at least in part inserted in a cut-out longitudinally in the support and being embedded in a fixing resin projecting laterally on each side of the rail, each rail being provided with a shoe, a core, a mushroom which defines a rolling surface and a bib which defines with the mushroom said groove, the vehicle comprising wheels rolling by a tread on the running surface, the rail being in continuous support in the channel.
  • a railroad track is known from document WO-A-9 110 778.
  • the cost reduction is generally obtained in reducing the installation height, while reducing noise pollution can be obtained, in particular, by reducing vibration nuisance.
  • the first technique consists in making tracks on ballast.
  • the rails rest on concrete or wooden sleepers and are fixed by through elastic fasteners.
  • Another known technique consists in laying the rails on saddles themselves anchored in a slab of concrete, possibly placed on a raft with interposition of an optional layer of material absorbent.
  • This technique allows the creation of a track with a reduced earth depth.
  • a last widely used technique consists of making the tracks from type rails Vine or throat drowned in resin and inserted into an engraving arranged longitudinally in a support consisting of a concrete slab itself deposited on a raft.
  • Damping or elastic stages made at from elastic material (s) can possibly be deposited under the rail.
  • This technique allows the realization of tracks having good vibration absorption capacities and sound, good resistance to dynamic forces and an undemanding interview.
  • the object of the invention is to overcome these disadvantages and providing a railroad track for vehicle economic guide to install, requiring little maintenance and able to absorb vibrations effectively generated during the passage of a railway convoy.
  • each rail has a height less than 100 mm, this height being less than 70% of the width of the rail, the fixing resin constituting said continuous support.
  • the invention also relates to an apparatus for track incorporating a railway track as defined above.
  • Figure 1 there is shown a sectional view cross section of a section of track according to the state of the technique.
  • this path is essentially consisting of a concrete slab 10 supporting a yoke 12, also made of concrete, in which are provided with engravings 14 each filled a resin in which is embedded a line of rails 16 by throat.
  • Adjustment shims such as 18, made of hardened resin, are evenly distributed in the bottom Engraving 14 to form bearing surfaces on which the rails 16 rest.
  • the grooved rail 16 used in this type of track known as inertial rail, has a height between 150 and 180mm.
  • the height of the concrete slab is generally around 250mm, the overall height of the platform generally exceeds 400mm.
  • the railway track essentially has a concrete slab 22 pouring on a clean concrete platform 24 and on which are fixed one or more pairs of lines grooved rails 26, 28.
  • the concrete slab 22 is provided, for each row of rails 26 and 28, with a engraving 30 delimited laterally by two shoulders 32 and 34 erected from the upper surface of the slab 22.
  • the rails 26 and 28 consist of a succession of rails 36 welded, low rail type or non-inertial.
  • each rail 36 has a height H less than 100mm, and a width L, the height H being less than 70% of the width L.
  • the height H is substantially equal to 85mm, the width total L being substantially equal to 130mm.
  • the rail 36 is also configured so as to obtain a cross-sectional cross-sectional area substantially equal to 6400 mm 2 , that is to say an area substantially equal to that of an inertial rail, of higher height, so to efficiently drive the return currents from a railway convoy.
  • the rail 36 has, in the lower part, a shoe P, in the middle part a core A provided with surfaces mutually opposite sides of concave shape, outwardly concavity, and in part upper, a mushroom C and a bib B which delimit between them a groove G intended to receive the rail wheel stud.
  • the fungus C delimits, in part upper, a rolling surface R intended for receive the wheel tread.
  • the engraving 30 and, in particular, the shoulders 32 and 34 are shaped so that it can withstand the stresses applied vertically and transversely when passage of a railway convoy.
  • the rail 36 is continuously supported by through its pad P on a bottom 31 of engraving 30.
  • the entire rail 36 is embedded in a fixing resin 38.
  • This resin is chosen so that it is capable of absorbing the vibrations generated during passage of a railway convoy on rail 36.
  • the resin 38 consists of a two-component resin filled with cork, such as resin known as Corkelast®.
  • the resin of attachment 38 extends laterally on one of the shoulders, namely the shoulder 32 located on the side of the fungus C.
  • the resin overflows on this shoulder according to a first thickness e1 of the order of 50mm.
  • the second thickness e2 of resin is less than the first thickness el. It is for example of the order from 25mm to 30mm.
  • angles 40 and 42 fixed on the upper surface of the shoulders 32 and 34, delimit between them a receptacle for the resin filling the engraving.
  • Engraving 30 and the receptacle filled with resin reflect the shape of the rail 36 and each have a lower height than their width.
  • angles 40 and 42 also constitute a separating partition for coating the track and, in particular the slab of concrete 22, a layer of coating material.
  • this coating can be constituted by a paved covering 44 covering the entire upper surface of the concrete slab 22 as well as the shoulders 32 and 34. Thus, only the rails 26, 28 and the resin 38 are visible from the outside.
  • the first thickness e1 of 50 mm is sufficient so that the wheel tread extends beyond overhang of the resin zone but never overhang of the paved covering. So when the rail is worn out by the wheel arch, the tread table will bite into the resin area but will not damage said coating.
  • the coating may consist of a layer 45 of bituminous coating covering the entire surface upper of concrete slab 22 as well as shoulders 32 and 34.
  • the concrete constituting the slab 22 is poured on a wire mesh to improve the resistance of the slab to the mechanical forces generated during the passage of a railway convoy.
  • the shoulders are also provided with such a reinforcement metallic (metallic angles).
  • Such reinforcement allows the shoulders to support effectively the lateral forces subjected to the shoulders when passing a vehicle, especially in a curve.
  • This track can therefore be easily installed in all types of urban sites.
  • the engraving is bounded by two shoulders erected from the concrete slab.
  • angles are adapted for withstand the lateral forces generated during the passage of a railway vehicle.
  • the railway according to the invention allows relatively easy replacement of a rail.
  • Rail replacement can therefore be carried out without intervention on the surface coating.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Road Paving Structures (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • Handcart (AREA)
  • Forklifts And Lifting Vehicles (AREA)
  • Connection Of Plates (AREA)

Claims (13)

  1. Schienenweg für ein schienengebundenes Fahrzeug, umfassend eine Betonauflage (22; 50) und mindestens ein Paar mit der Auflage einstückiger Schienenstränge (26, 28) mit einer Rille, wobei jede Schiene mindestens teilweise in eine Verwahrung (30; 46) eingefügt ist, die der Länge nach in der Auflage eingerichtet und in ein Befestigungsharz (38) versenkt ist, das seitlich auf jeder Seite der Schiene übersteht, wobei jede Schiene versehen ist mit einem Fuß (P), einem Steg (A), einem Kopf (C), der eine Rollbahn (R) begrenzt, und einem Fänger (B), der mit dem Kopf die Rille begrenzt, wobei das Fahrzeug Räder zum Fahren auf einer Lauffläche der Rollbahn (R) umfasst, wobei die Schiene ständig in der Verwahrung (30; 46) aufliegt, dadurch gekennzeichnet, dass jede Schiene eine Höhe von weniger als 100 mm aufweist, wobei diese Höhe um 70 % geringer ist als die Schienenbreite, wobei das Befestigungsharz die ständige Auflage bildet.
  2. Schienenweg nach Anspruch 1, dadurch gekennzeichnet, dass das Harz um eine erste seitliche Dicke (e1) auf der Kopfseite (C) und um eine zweite seitliche Dicke (e2) auf der Fängerseite (B) übersteht, wobei die erste Dicke (e1) auf der Kopfseite größer ist als die zweite Dicke (e2) auf der Fängerseite.
  3. Schienenweg nach Anspruch 2, dadurch gekennzeichnet, dass die Breite der Rollbahn (R) jeder Schiene und die erste seitliche Dicke (e1) derart gewählt werden, dass die Radlauffläche seitlich von der Rollbahn (R) über das Harz hinausragend auf der Kopfseite (C) übersteht, ohne jedoch über den Harzbereich hinauszugehen.
  4. Schienenweg nach Anspruch 1 oder 3, dadurch gekennzeichnet, dass sich der Kopf (C) und der Fänger (B) mindestens teilweise von der Verwahrung (30; 46) auskragend erstrecken.
  5. Schienenweg nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass der Steg mit zwei konkaven Seitenflächen versehen ist, und dass der Fuß sich seitlich von dem Steg auskragend erstreckt.
  6. Schienenweg nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass die Auflage aus einer Betonplatte (22; 50) besteht, und dass jede Verwahrung von mindestens einer Schulter (32, 34; 48) gebildet wird, die von der oberen Plattenseite auskragt.
  7. Schienenweg nach Anspruch 6, dadurch gekennzeichnet, dass jede Schulter mindestens ein Winkeleisen (40, 42; 52) trägt, das von der oberen Schulterfläche aus aufgerichtet ist und einerseits zusammen mit dem Rest der Verwahrung und mit einem entsprechenden Winkeleisen ein Behältnis für das Befestigungsharz und andererseits eine Trennwand für eine die Betonplatte bedeckende Beschichtung begrenzt.
  8. Schienenweg nach einem der Ansprüche 6 und 7, dadurch gekennzeichnet, dass die Platte mit einem in den Beton eingelassenen Drahtgeflecht versehen ist.
  9. Schienenweg nach Anspruch 8, in Abhängigkeit von Anspruch 7, dadurch gekennzeichnet, dass die Winkeleisen an der Platte befestigt sind.
  10. Schienenweg nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass das Befestigungsharz aus einem korkhaltigen Bikomponenten-Harz besteht.
  11. Schienenweg nach Anspruch 2, dadurch gekennzeichnet, dass die Breite der Rollbahn im Wesentlichen 56,2 mm beträgt, wobei die erste seitliche Dicke (e1) des Befestigungsharzes (38) auf der Kopfseite (C) im Wesentlichen 50 mm beträgt.
  12. Schienenweg nach einem der Ansprüche 1 bis 11,
    dadurch gekennzeichnet, dass die Gesamtbreite jeder Schiene (36) im Wesentlichen 130 mm und ihre maximale Höhe im Wesentlichen 85 mm beträgt, und dass die Querschnittsfläche der Schiene im Wesentlichen 6400 mm2 beträgt.
  13. Schieneneinrichtung, dadurch gekennzeichnet, dass sie einen Schienenweg nach einem der Ansprüche 1 bis 12 umfasst.
EP01403011A 2000-11-23 2001-11-23 Gleis für ein schienengebundenes Fahrzeug und eine ein derartiges Gleis enthaltende Einrichtung Expired - Lifetime EP1217126B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0015139 2000-11-23
FR0015139A FR2816967B1 (fr) 2000-11-23 2000-11-23 Voie ferree pour vehicule guide et appareil dote d'une telle voie ferree

Publications (2)

Publication Number Publication Date
EP1217126A1 EP1217126A1 (de) 2002-06-26
EP1217126B1 true EP1217126B1 (de) 2004-10-20

Family

ID=8856801

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01403011A Expired - Lifetime EP1217126B1 (de) 2000-11-23 2001-11-23 Gleis für ein schienengebundenes Fahrzeug und eine ein derartiges Gleis enthaltende Einrichtung

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Country Link
EP (1) EP1217126B1 (de)
AT (1) ATE280272T1 (de)
DE (1) DE60106552T2 (de)
DK (1) DK1217126T3 (de)
ES (1) ES2230251T3 (de)
FR (1) FR2816967B1 (de)
PT (1) PT1217126E (de)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2852978B1 (fr) * 2003-03-25 2006-08-25 Cogifer Tf Rail a semelle dissymetrique et application a la constitution d'une voie ferree
AT500820B1 (de) * 2004-09-29 2007-04-15 Voestalpine Schienen Gmbh Fahrschiene für einen schienentrog
DE102004054794B3 (de) 2004-11-12 2006-04-20 Thyssenkrupp Gft Gleistechnik Gmbh Rillenschiene
FR2990704B1 (fr) * 2012-05-16 2015-06-05 Etf Eurovia Travaux Ferroviaires Procede de construction d'une voie ferree.

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1349451A (en) * 1919-02-14 1920-08-10 William S Godwin Street-railway construction
BE418484A (de) * 1936-02-27
DE916830C (de) * 1952-01-27 1954-08-19 Dortmunder Union Brueckenbau A Lagerung bzw. Einbettung von Gegenstaenden, insbesondere langgestreckten, wie Schienen od. dgl., in Fugen von Bauwerkskoerpern
NL8502169A (nl) * 1985-07-31 1987-02-16 Edilon Bv Spoor, waarin spoorstaven via elastische steunlagen steun vinden tegen starre steunvlakken, en werkwijze voor het leggen van een dergelijk spoor.
DE3626490A1 (de) * 1986-08-11 1988-04-07 Lothar Eisner Vorrichtung zum eingiessen von schienen
US5513797A (en) * 1989-08-26 1996-05-07 Lesley; Lewis Installation of rail tracks in roadways
GB8919470D0 (en) * 1989-08-26 1989-10-11 Lesley Lewis Low profile rail
CN1054630A (zh) * 1990-01-10 1991-09-18 英国钢铁公司 改进的有轨车辆轨道
GB2334542A (en) * 1998-02-13 1999-08-25 Metallisation Service Limited Rail for trams

Also Published As

Publication number Publication date
EP1217126A1 (de) 2002-06-26
ES2230251T3 (es) 2005-05-01
ATE280272T1 (de) 2004-11-15
DK1217126T3 (da) 2005-02-21
DE60106552T2 (de) 2006-03-09
PT1217126E (pt) 2005-02-28
FR2816967B1 (fr) 2004-09-17
FR2816967A1 (fr) 2002-05-24
DE60106552D1 (de) 2004-11-25

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