EP2845950B1 - Schotterloses Bahngleis - Google Patents

Schotterloses Bahngleis Download PDF

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Publication number
EP2845950B1
EP2845950B1 EP13183036.6A EP13183036A EP2845950B1 EP 2845950 B1 EP2845950 B1 EP 2845950B1 EP 13183036 A EP13183036 A EP 13183036A EP 2845950 B1 EP2845950 B1 EP 2845950B1
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EP
European Patent Office
Prior art keywords
rail
railroad
concrete
rails
projecting
Prior art date
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Application number
EP13183036.6A
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English (en)
French (fr)
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EP2845950A1 (de
Inventor
Joseph Rode
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Prefarails Holding
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Prefarails Holding
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Priority to EP13183036.6A priority Critical patent/EP2845950B1/de
Application filed by Prefarails Holding filed Critical Prefarails Holding
Priority to ES13183036.6T priority patent/ES2667329T3/es
Priority to PT131830366T priority patent/PT2845950T/pt
Priority to MA38882A priority patent/MA38882B1/fr
Priority to PCT/EP2014/068874 priority patent/WO2015032875A1/fr
Priority to CN201480049149.7A priority patent/CN105874125B/zh
Priority to TN2016000082A priority patent/TN2016000082A1/fr
Publication of EP2845950A1 publication Critical patent/EP2845950A1/de
Application granted granted Critical
Publication of EP2845950B1 publication Critical patent/EP2845950B1/de
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers

Definitions

  • the present invention relates to a railway, in particular a railway resting on a base or platform, such as the ground, without ballast, and in which the rails are arranged on a construction made of hard materials, such as reinforced concrete. . It also relates to prefabricated railroad modules that can be assembled to form a railroad made of hard materials to be laid on a raft or platform such as the ground, without the use of ballast.
  • the rails are secured to wooden sleepers, concrete, including prestressed concrete, metal or composed of concrete blocks connected by a metal spacer.
  • the sleepers maintain the gauge of the rails and the desired inclination of the track. They are laid on or embedded in a layer of ballast made of hard crushed rock and transmit the load to the ballast and thus to the ground.
  • the thickness of the ballast layer is a function of the load and the intensity of the traffic and is of the order of 30 to 50 cm.
  • the ballast maintains the leveling of the track and ensures a stable position in the plane of the track, resisting transverse forces which tend to distort the course and longitudinal forces.
  • the ballast must be permeable to water and provide adequate elasticity.
  • Concrete railroads are also known, the ballast of which has been replaced at least in part by a reinforced concrete base; see EP-0576392 , WO2008 / 025854 , WO2008 / 138913 and CA-776524 .
  • Such railways especially those in which the rails are embedded in concrete, have been used to facilitate the passage of cars or pedestrians, or in railway tunnels, see Pragal, Portugal, Atocha station - Madrid.
  • the elasticity of the rail support is generally provided by elements made of elastomeric materials. These are designed to provide acoustic and electrical insulation of the rail relative to the concrete on which or in which the rails rest.
  • the document CA-A-2187041 discloses a railroad track having two substantially parallel rails and a concrete support structure, the support structure having projecting rail supports which are integral with a concrete baseplate resting on the ground and which form a substantially continuous groove between both rails.
  • One of the aims of the invention is to provide a railway with hard materials, without ballast, which makes it possible to avoid or at least to significantly delay the silting or the snow during the exposure to the storms of sand or storms of snow.
  • Another object of the invention is to provide a prefabricated module that can be assembled with a similar module to form a railroad made of hard materials to be laid on a raft or platform such as the ground, without the use of ballast.
  • Yet another object of the invention is to maintain the constant elasticity of the track, regardless of weather conditions, sand or snow.
  • a further object of the invention is to reduce the costs of maintenance of the track (tamping, maintenance of fasteners) and the cost of screening the ballast in order to extract the impurities to make the original elasticity of the track and Finally, to extend the life of the track.
  • the invention consists of a railroad track having two substantially parallel rails and a concrete support structure, the support structure having projecting rail supports which are integral with a concrete baseplate resting on the ground or on a foundation. and which form a substantially continuous groove between the two rails the rail supports each consist of a continuous shoulder or a projecting beam, integral with the concrete slab resting on the ground or on a foundation, the rail supports have openings therethrough in the direction transverse to the track, preferably located opposite each other, to allow the passage of sand or even snow in case of storm, and the openings are narrowing from the outside to the groove between the two rails.
  • the assembly comprising the two continuous shoulders and the raft is monolithic and made of reinforced concrete, especially prestressed concrete to withstand the static and dynamic loads of vehicles traveling on the track.
  • the railway of the invention allows easy cleaning of the throat after the storm, especially with the aid of a handling machine, such as a excavator which can advantageously circulate on the track itself.
  • the rails can be fixed in a manner known per se on said supports.
  • the upper part of said supports has a triangular or trapezoidal or convex section avoiding or reducing the risk of accumulation of sand on the crest of the support, in the immediate vicinity of the rails.
  • the rail is surrounded by a jacket of elastomeric material and embedded in the concrete of the rail support projecting.
  • the jacket ensures an elastic housing of the rail in the direction perpendicular to the track and transversely to it, role which in the state of the art is provided by the ballast.
  • the invention thus makes it possible to avoid the harmful consequences that the sanding and snow-making of the ballast generate.
  • the jacket provides acoustic and electrical insulation of the rail.
  • the jacket may advantageously consist of ground tire particles bonded together by a binder based on polyurethane, polyethylene, for example recycled polyethylene, or other suitable binders. Rubber from recycled tires has been found to provide adequate elasticity for this type of application. Those skilled in the art will adapt the thickness of the jacket to the mechanical requirements imposed by the safety coefficients, the static and dynamic loads to bear in each case of application. In addition, the jacket is intended to guarantee the electrical insulation of the rail relative to its support.
  • the railway according to the invention can advantageously be cast in situ.
  • prefabricated modules can be provided that can be arranged and assembled on site one after the other to form a continuous path.
  • the figure 1 represents a section of railroad track according to the invention, but the following description is also suitable for a railway line finished or cast on site or for a prefabricated track element.
  • the railway of the invention comprises two supports 3 and 5 and two rails 7 and 8.
  • the two supports project on a slab slab 11 and preferably form a single piece therewith.
  • This is advantageously reinforced concrete, preferably prestressed.
  • the slab slab rests on the ground or on a suitable foundation.
  • Vignole rails have been shown; the invention encompasses, of course, also other models of rail, such as rails groove or rut.
  • the rails 7 and 8 are advantageously embedded in the projecting supports and held in position by rubber covers 13 and 15.
  • the covers 13 and 15 have shoulders 17, 19, 21 and 23 which hold them in their housing made in the housing.
  • concrete rail supports Advantageously, the concrete structure or at least the rail supports 3 and 5 or the upper part thereof is cast around the corresponding rail provided with its jacket.
  • Jackets are known, in particular by patent applications EP-854 234 , WO2008 / 138913 and WO2008 / 025854 . They provide a support and elastic housing of the rail, damping vibrations and hold the rails in place on the concrete support. Jackets can consist of several elements assembled or glued on the rails so as to form an electrical insulation with respect to the concrete support. They may also consist of a single piece of defined length, for example extruded, and be slipped on the rail before placing it for casting the support in concrete. It is also possible to extrude the jacket on site, possibly directly around the rail, before proper placement for pouring the concrete support.
  • the upper end of the rail supports advantageously has a triangular or trapezoidal or convex section to reduce the risk of accumulation of sand or snow on the supports, close to the rails.
  • the jacket wife at its upper part a shape and section adapted to the shape of the support.
  • openings are made in the projecting supports. They pass through said supports 3 and 5 transversely with respect to the track.
  • the openings 31 and 33 of the two rail supports face each other.
  • the openings 31 and 33 tapering from the outside to the inside. In order to form a nozzle that accelerates the wind laden with sand and thus promotes the passage of wind and sand under the rails.
  • the groove formed between the two rail supports 3 and 5 serves as a buffer reservoir which allows the sand to accumulate for a certain period of time and thus significantly delay sand or snow on the road.
  • the two rail supports 3, 5 form a continuous groove whose depth will be defined according to local sand or snow conditions. In case of silting or snow, it can be cleaned or emptied quite easily, especially with a handling machine, such as an excavator that travels on the track.
  • a handling machine such as an excavator that travels on the track.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Claims (12)

  1. Bahngleis mit zwei im wesentlichen parallelen Schienen (7,8) und einer Trägerstruktur aus Beton, wobei die Trägerstruktur vorstehende Schienenträger (3,5) aufweist, die mit einer Betonsohle (11) verbunden sind, die ihrerseits auf dem Boden oder auf einem Fundament aufliegt, wobei die Schienenträger (3,5) zwischen den Schienen einen im wesentlichen durchgehenden Graben bilden, wobei die Schienenträger (3,5) je aus einer vorstehenden durchgehenden Schulter oder einem vorstehenden durchgehenden Balken besteht, der mit der Betonsohle (11) verbunden ist, und wobei die Schienenträger (3,5) Öffnungen (31,33) aufweisen, die sie quer zum Gleis durchbrechen und vorteilhafterweise einander gegenüber stehend angebracht sind, dadurch gekennzeichnet, dass die Öffnungen (31,33) sich von Aussen zu dem inneren zwischen den Schienen befindlichen Graben hin verengen.
  2. Bahngleis nach Anspruch 1 dadurch gekennzeichnet, dass die vorstehenden Schienenträger (3,5) und die Betonsohle (11) eine monolytische Einheit aus bewehrtem Beton, vorzugsweise aus Spannbeton bilden.
  3. Bahngleis nach einem der vorhergehenden Ansprüche,
    dadurch gekennzeichnet, dass der Oberteil der Schienenträger (3,5) einen dreieckigen, trapezoidalen oder konvexen Querschnitt aufweist.
  4. Bahngleis nach einem der vorhergehenden Ansprüche,
    dadurch gekennzeichnet, dass die Schiene (7,8) von einem elastomeren Mantel (13,14) umgeben ist, der im Beton des vorstehenden Schienenträgers (3,5) eingebettet ist.
  5. Bahngleis nach Anspruch 4 dadurch gekennzeichnet, dass der Mantel (13,15) aus zerkleinerten Reifenteilchen besteht, die durch ein Bindemittel unter einander verbunden sind, insbesondere auf Basis von Polyurethan, Polyäthylen, wie zum Beispiel wiederverwertetes Polyäthylen, oder andere geeignete Bindemittel.
  6. Bahngleis nach einem der vorhergehenden Ansprüche,
    dadurch gekennzeichnet, dass es aus einer Anreihung von vorgefertigten Modulen besteht, die eins am anderen angesetzt und gebunden sind.
  7. Bahngleis nach einem der Ansprüche 1 bis 5 dadurch gekennzeichnet, dass die Betonstruktur an Ort und Stelle gegossen ist, vorteilhafterweise kontinuierlich gegossen ist.
  8. Vorgefertigtes Bahngleismodul welches zur Fertigung eines Bahngleises mit einem ähnlichen Modul zusammengesetzt werden kann, wobei das Modul zwei im wesentlichen parallele Schienen (7,8) und eine Trägerstruktur aus Beton aufweist, wobei die Trägerstruktur vorstehende Schienenträger (3,5) aufweist, die mit einer Betonsohle (11) verbunden sind, die ihrerseits auf dem Boden oder auf einem Fundament aufliegt, wobei die Schienenträger (3,5) zwischen den Schienen einen im wesentlichen durchgehenden Graben bilden, wobei die Schienenträger (3,5) je aus einer vorstehenden durchgehenden Schulter oder einem vorstehenden durchgehenden Balken besteht, der mit der Betonsohle (11) verbunden ist, und wobei die Schienenträger (3,5) Öffnungen auweisen, die sie quer zum Gleis durchqueren und vorteilhafterweise einander gegenüberstehend angebracht sind, dadurch gekennzeichnet, dass die Öffnungen (31,33) sich von Aussen zu dem inneren zwischen den Schienen befindlichen Graben hin verengen.
  9. Bahngleismodul nach Anspruch 8 dadurch gekennzeichnet, dass die vorstehenden Schienenträger (3,5) und die Betonsohle (11) eine monolythische Einheit aus bewehrtem Beton, insbesondere Spannbeton, bilden.
  10. Bahngleismodul nach einem der Ansprüche 8 oder 9
    dadurch gekennzeichnet, dass der Oberteil der Schienenträger (3,5) einen dreieckigen oder trapezoidalen oder konvexen Querschnitt aufweist.
  11. Bahngleismodul nach einem der Ansprüche 8 bis 10
    dadurch gekennzeichnet, dass die Schiene (7,8) von einem elastomeren Mantel (13,15) umgeben ist, der im Beton der vorstehenden Schienenträger (3,5) eingebettet ist.
  12. Bahngleismodul nach einem der Ansprüche 8 bis 11
    dadurch gekennzeichnet, dass der Mantel (13,15) aus zerkleinerten Reifenteilchen besteht, die durch ein Bindemittel unter einander verbunden sind, insbesondere auf Basis von Polyurethan, Polyäthylen, wie zum Beispiel wiederverwertetes Polyäthylen, oder andere geeignete Bindemittel.
EP13183036.6A 2013-09-04 2013-09-04 Schotterloses Bahngleis Active EP2845950B1 (de)

Priority Applications (7)

Application Number Priority Date Filing Date Title
ES13183036.6T ES2667329T3 (es) 2013-09-04 2013-09-04 Vía férrea sin balasto
PT131830366T PT2845950T (pt) 2013-09-04 2013-09-04 Via-férrea sem balastro
EP13183036.6A EP2845950B1 (de) 2013-09-04 2013-09-04 Schotterloses Bahngleis
PCT/EP2014/068874 WO2015032875A1 (fr) 2013-09-04 2014-09-04 Voie ferree sans ballast
MA38882A MA38882B1 (fr) 2013-09-04 2014-09-04 Voie ferree sans ballast
CN201480049149.7A CN105874125B (zh) 2013-09-04 2014-09-04 无碴铁路
TN2016000082A TN2016000082A1 (fr) 2013-09-04 2014-09-04 Voie ferree sans ballast.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP13183036.6A EP2845950B1 (de) 2013-09-04 2013-09-04 Schotterloses Bahngleis

Publications (2)

Publication Number Publication Date
EP2845950A1 EP2845950A1 (de) 2015-03-11
EP2845950B1 true EP2845950B1 (de) 2018-02-14

Family

ID=49115405

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13183036.6A Active EP2845950B1 (de) 2013-09-04 2013-09-04 Schotterloses Bahngleis

Country Status (7)

Country Link
EP (1) EP2845950B1 (de)
CN (1) CN105874125B (de)
ES (1) ES2667329T3 (de)
MA (1) MA38882B1 (de)
PT (1) PT2845950T (de)
TN (1) TN2016000082A1 (de)
WO (1) WO2015032875A1 (de)

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA776524A (en) 1968-01-23 Societe D'etudes Ferroviaires Voie ferree sans ballast assurant le montage elastique des rails
FR2691484B1 (fr) 1992-05-22 1994-07-29 Vanotti Gerard Procede de construction d'une voie ferree dans du beton.
CA2187041C (en) * 1996-10-03 1999-04-06 Bratislav Savic Construction for railways supports without ties and ballast
BE1010355A6 (fr) 1997-01-16 1998-06-02 Stephane Dirven Dispositif anti-bruit.
DE19822178C2 (de) * 1998-05-16 2003-03-13 Weiss Gmbh & Co Leonhard Gleiskörper in Endlosbauweise
DE10317014A1 (de) * 2003-04-11 2004-10-21 Max Bögl Bauunternehmung GmbH & Co. KG Fahrweg für ein spurgebundenes Fahrzeug mit einem wenigstens einen Langstator aufweisenden Langstator-Linearantrieb sowie einen Bausatz und ein Statorpaket zu seiner Herstellung
EP1895054A1 (de) 2006-08-31 2008-03-05 Feronia S.A. Vorrichtung zur Reduktion der Schallentwicklung an Gleisen für Schienenfahrzeuge
EP2155964B1 (de) 2007-05-11 2014-06-18 Feronia S.A. Vorgefertigtes modul für einen schienenstrang und verfahren zur herstellung dieses moduls
CN102071604B (zh) * 2011-01-21 2012-11-28 朱颖 一种铁路钢轨用的减振降噪护套
DE102011015210A1 (de) * 2011-03-25 2012-09-27 Strabag Rail Gmbh Fahrbahnweg für schienengebundene Fahrzeuge sowie Schienenunterstützung für einen solchen Fahrbahnweg
CN102776809B (zh) * 2011-05-11 2014-12-31 陈海水 列车行驶中的减震降嘈结构
EP2623670B1 (de) * 2012-02-03 2018-01-03 Ed. Züblin AG Feste Fahrbahn für schienengebundene Fahrzeuge
DE102012102598A1 (de) * 2012-03-26 2013-09-26 Ed. Züblin Ag Versandungsschutz für Schienenwege mittels aerodynamischem Winddurchlass

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
CN105874125B (zh) 2018-04-03
WO2015032875A1 (fr) 2015-03-12
EP2845950A1 (de) 2015-03-11
CN105874125A (zh) 2016-08-17
MA38882A1 (fr) 2016-10-31
MA38882B1 (fr) 2017-09-29
TN2016000082A1 (fr) 2017-07-05
ES2667329T3 (es) 2018-05-10
PT2845950T (pt) 2018-05-09

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