EP2191070B1 - Vorgefertigtes modul für eine fahrbahn für ein gummibereiftes, spurgeführtes radfahrzeug - Google Patents

Vorgefertigtes modul für eine fahrbahn für ein gummibereiftes, spurgeführtes radfahrzeug Download PDF

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Publication number
EP2191070B1
EP2191070B1 EP08848482.9A EP08848482A EP2191070B1 EP 2191070 B1 EP2191070 B1 EP 2191070B1 EP 08848482 A EP08848482 A EP 08848482A EP 2191070 B1 EP2191070 B1 EP 2191070B1
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EP
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Prior art keywords
guide rail
track module
track
lateral
rail section
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EP08848482.9A
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English (en)
French (fr)
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EP2191070A1 (de
Inventor
Jean-Luc Andre
Martin Klotz
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Newtl SAS
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Newtl SAS
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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
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/28—Rail tracks for guiding vehicles when running on road or similar surface

Definitions

  • the present invention relates to a prefabricated taxiway module for self-guided urban transport vehicle traveling on tires and a traffic lane formed by the succession of a plurality of such prefabricated modules.
  • self-guided trams on tires are particularly advantageous for small and medium-sized cities. Indeed, they can, at least locally, share the road with conventional vehicles. They require little infrastructure work and can travel in relatively narrow streets. In addition, they have a much higher capacity than buses, they are fast and are not subject to the vagaries of urban traffic when they travel on tracks that are their own.
  • the object of the invention is thus to provide a traffic lane whose installation is simplified and which thus requires much shorter work.
  • the traffic lane according to the invention is in the form of prefabricated modules, each constituting a complete section of track made and assembled at the factory, to be laid on a floor prepared in juxtaposition one after the other and to assemble on site with the adjacent modules.
  • the track modules according to the invention can be placed slightly thicker directly on an existing road, or, for a road flush with the road surface, on a simply prepared and compacted ground without requiring foundations, which further decreases significantly the duration of the project.
  • prefabricated track modules being made in the factory, a good quality of implementation, reproducible, can be guaranteed and is not subject to the vagaries of weather conditions and technical difficulties imposed by the field as for conventional channels made on square.
  • This modular section of track is formed of two hollow profiled boxes preferably made of metal, and interconnected by metal sleepers.
  • this modular section of lane does not have a satisfactory strength, especially over time, for the circulation of a self-guided urban transport vehicle on tires particularly heavy. It therefore only partially meets the purpose of the invention.
  • the invention provides track modules to be juxtaposed one after the other to form a taxiway for urban self-guided tire transport vehicles.
  • the supporting structure may advantageously be entirely or partially made of reinforced concrete for greater strength.
  • the prefabricated modules of the invention are in the form of rectilinear elements and possibly curved elements allowing by linear juxtaposition to achieve a route of any path.
  • the curved portions of the pattern may also be made from smaller elements, substantially trapezoid-shaped, which make it possible to form, by a successive juxtaposition thereof, a segmented "faceted" turn satisfying the requirements of offset. rear wheels.
  • the guide rail section can be attached to the carrier structure at each of its sleepers, by means of suitable immobilization parts. This fixing is preferably performed by jamming the rail section between two of these fasteners screwed to the corresponding cross member.
  • the one-piece concrete support structure may comprise an additional intermediate sill located between the two lateral sills, preferably in the middle thereof, on which is mounted the guide rail section.
  • the guide rail section can be fixed on the intermediate sill by means of appropriate immobilizing parts.
  • it can also be embedded in a channel of complementary shape formed in the intermediate sill.
  • the guide rail has a section of general shape of bone or I. Its two ends, namely a head serving as a raceway for the guide roller or wheels of the vehicle and a foot , are preferably symmetrical and joined by an elongated and narrow core forming the axis of I.
  • This preferred rail does not have a large base plate at the bottom and has no significant lateral inertia. It is thus relatively flexible and can be manufactured straight section, and then bent easily to the laying without additional independent step of bending during the manufacture of curved modules.
  • the lower part of the guide rail section is preferably coated with a packing material, forming a partial or complete coating, which is extended by at least one lateral extension delimiting between it and the head of the rail a lateral guide groove.
  • the packing material used has compressibility properties which advantageously enable it to ensure, during the passage of the guide roller, the evacuation, insertion or incrustation of the objects that may be in the lateral guide groove.
  • connection between the modules can be extremely limited and consist only of an assembly of the successive sections of the guide rail, in particular by bolting or welding, the longitudinal members simply being placed against each other.
  • the guide rail can also be placed after the supporting structure, which makes it possible to achieve perfect curves at the guide rail and approximate at the sills used as runways which are more tolerant.
  • the ends of the guide rail section and those of the side sills may be offset longitudinally.
  • the junction between two successive sections of guide rail is therefore not found at the end, but for example in the middle of the longitudinal members, the guide rail then advantageously serving as a link between the modules.
  • the guide rail section may also be provided longer than the lengths of the supporting structure, especially at the curves, which also allows it to serve as a link between the longitudinal members.
  • a prefabricated track module 1 which makes it possible, by assembling several of these modules 1 one after the other, to make a traffic lane for a vehicle of self-guided urban transport, equipped with tires.
  • This track module 1 comprises a carrier structure 2 monobloc on which is fixed a section of guide rail 3 for guiding the urban transport vehicle.
  • the supporting structure 2 is a factory-made structure in one piece. It is made of concrete, preferably reinforced, that is to say reinforced by a set of scrap metal or by any suitable frame, metallic or not.
  • the load-bearing structure 2 can be reinforced everywhere or only in certain areas that are more heavily stressed and therefore need to be stronger.
  • the carrying structure 2 comprises two lateral struts 4 which extend on either side of the structure in a substantially parallel manner. These are two concrete sections which have a substantially flat upper face 5 intended to serve as a running track for the wheels of the urban transport vehicle and a lower face 6 bearing preferably also substantially flat.
  • the side sills 4 are designed to provide a strong load-bearing path, adapted to the traffic of the urban transport vehicle.
  • the upper face 5 of the side sills 4 can thus be structured to improve the adhesion of the tires of the vehicle on the running tracks in the case of difficult climatic conditions and have, for example, unrepresented gripping ribs.
  • the upper face 5 of the side sills 4 can also be provided slightly curved to facilitate the runoff of rainwater.
  • the lower face 6 of the longitudinal members is a bearing surface on the ground of the supporting structure 2.
  • Clipping structures can likewise be made on the underside 6 of the longitudinal members for improve ground anchoring of the supporting structure 2.
  • the side sills 4 have a preferably rectangular section. This may also be trapezoidal for example in order to improve the base of the carrier structure 2 or to form at its lateral faces 7 slopes of progressive inclination when the module is intended to be placed in elevation relative to the ground level.
  • the carrying structure 2 also comprises a set of connecting ties 8 connecting the side sills 4 by keeping them substantially parallel.
  • the lower face 39 of these connecting rails 8 also serves as a ground support surface for the supporting structure 2, as can be seen on the figures 4 and 11 .
  • the entire supporting structure 2 monobloc concrete is thus carrier, that is to say, on the ground.
  • the load to the ground during the passage of the urban transport vehicle is distributed on the side sills and on all the sleepers, which advantageously decreases the pressure and prevents depression into the ground.
  • the supporting structure 2 can be made thin enough to be installed flush with limited digging and to be traversed by conventional road vehicles, flexible enough to marry a simply compacted terrain, while being rigid enough to support the load which is advantageously distributed over the entire carrier structure.
  • the sleepers 8 have a section, for example substantially rectangular and are spaced at regular preference intervals, for example about one meter.
  • these ties 8 directly connect the two lateral sills 4 and support, preferably in their middle part, the guide rail section 3 for guiding the urban transport vehicle.
  • the guide rail 3 shown has a generally I-shaped cross section whose ends, namely a head 9 and a foot 10, are preferably symmetrical and joined by an elongate and narrow core 11 forming the axis of the I.
  • the head 9 is shaped so as to have one or more singing (s) 12 suitable (s) to serve as a raceway for the guide roller (s) of the vehicle, for example for the two guide rollers inclined V of a guide arm of the leading car of a wheeled tram train.
  • the rail 3 shown is quite high and does not have a large base of support in the lower part. It is thus relatively flexible and can easily adapt to the curves of the plot. It can advantageously be manufactured only in straight sections, which can be bent to the pose if necessary to follow the path provided in the curved modules.
  • the conformation of the guide rail 3 is preferably symmetrical with respect to its median longitudinal plane in order to avoid any spillage or twisting of the rail during its installation in the curves.
  • the shape of the guide rail may however be different from that shown, as long as it is adapted to the guiding function that the rail must fill.
  • the guide rail section 3 can be coated with a mass of packing material 13 at its lower and middle part, namely on the variants represented at its foot 10 and its core 11.
  • This packing material 13 forms a coating 14 which substantially follows the contours of the rail 3, but leaves its upper part free and in particular its head 9, so as not to interfere with the functional areas of the guide rail 3 and hinder access to the songs 12.
  • the coating 14 is extended, preferably upwards, by a lateral extension 15 of packing material 8 in which is provided a lateral groove 16 so as not to hinder the dynamic grip of the guide rollers.
  • such a lateral extension 15 can be provided on each side of the rail 3.
  • the packing material 13 is any suitable synthetic material, sufficiently elastic to ensure, during the passage of the guide roller, the evacuation, deposition or encrustation of the objects that may be in the lateral guide groove. It is adapted to withstand the conditions of use and the external climatic conditions and may advantageously be electrically insulating.
  • This coating 14 is preferably added or formed around the rail during its manufacture or after it, for example by extrusion of the packing material 13 around the rail 3.
  • the coating 14 may be reinforced, in particular at its lateral extensions 15, by a metallic internal frame or not.
  • This reinforcement can be advantageously in the form of staples 17, in particular such as those shown in FIG. figure 3 and for example made from concrete iron.
  • staples 17 also make it possible to improve the resistance of the coating 14 around the guide rail section 3, by pinching the coating against the rail at preferably regular intervals.
  • the guide rail sections 3 coated with their coating layer 14 are then put in place on the supporting structure 2.
  • the first variant of track module 1 according to the invention comprises immobilization pieces 18 serving to fix the guide rail section 3 on each of the connecting rails 8.
  • the immobilizing pieces 18 are for example, as shown, substantially wedge-shaped parts, comprising a substantially flat base wall 19 intended to rest on the connecting crossbar 8 and a lateral bearing wall 20 intended to be plated. against the guide rail section 3 preferably coated with packing material 13.
  • the lateral bearing wall 20 thus has a complementary shape adapted to the lateral shape of the guide rail section 3 preferably coated.
  • the immobilization piece is preferably completed by a stiffening flank 21 connecting the base wall 19 to the lateral bearing wall 20 and closing one side of the immobilizing piece in the manner of a trihedron.
  • both sides of the guide rail section 3 are substantially symmetrical, the immobilization parts 18 used on either side of the rail may advantageously be identical, one being simply returned with respect to the other.
  • a solid attachment of the guide rail section 3 is guaranteed by screwing each immobilizing piece 18 to the cross member 8 corresponding for example by means of one or more bolts (s) 22 through the base wall 19 of the immobilizer 18.
  • the carrier structure 2 further comprises an additional intermediate sill 23 located between the two lateral sills 4.
  • This intermediate sill 23 preferably extends substantially in the middle of the two lateral sills 4.
  • each crosspiece 8 is formed of two half-crosspieces 24 which each connect a lateral sill 4 to the intermediate sill 23.
  • the guide rail section 3 is mounted on the intermediate sill 23.
  • the guide rail section 3 may be, for example, fixed on the intermediate sill 23 or embedded in a channel 25 of complementary shape formed in this intermediate sill 23.
  • the channel 25 is open longitudinally at the upper face of the intermediate sill 23 and has a depth adapted so that the head 9 of the guide rail 3 is substantially flush with the level of the upper face of the carrier structure 2 so as to allow a satisfactory guidance of the urban transport vehicle.
  • the prefabricated track modules 1 according to the invention are in the form of rectilinear sections and possibly curves of variable length, preferably of the order of ten to twelve meters long.
  • prefabricated modules 1 are connected one after the other, directly or with the aid of an appropriate interface, to form according to the invention a taxiway for self-guided urban transport vehicles on tires.
  • the concrete stringers of two successive modules can in particular be connected by means of self-locking complementary forms provided at their ends, by means of bolted connection plates 26, for example such as those shown on the drawings.
  • Figures 6 to 10 or by means of grooves 27 such as those formed at the end of the intermediate sill 23 which allow the mounting of an intermediate connecting piece 28 between two successive sills.
  • the longitudinal members of two successive modules can be simply placed in juxtaposition, in the extension of each other, without being assembled together, the connection between the two modules being limited to the guide rail 3.
  • a connection between the successive modules is preferential in order to avoid shearing the ground at this level, such shearing can lead in the long term to the displacement of the modules.
  • a mechanical link in shear is preferably provided between the stringers.
  • the guide rail portion 3 preferably comprises means for connection to the next guide rail section.
  • the two ends 29 of the guide rail section 3 are left free, that is to say without coating 14, to facilitate connection with the adjacent sections of guide rail. They also extend cantilevered beyond the corresponding end of the intermediate sill 23 supporting the guide rail 3, the ends of the intermediate sill 23 being set back relative to those of the lateral sills 4 .
  • the free ends 29 of the rail 3 are pierced in such a way as to allow the bolted mounting of two connecting strips 30, arranged on either side of the core 11 of the guide rail and ensuring the junction with the next section of rail 3. by identical bolting at its free end 29 adjacent.
  • connection of the successive sections of guide rail 3 can be done for example by welding.
  • FIGS. 7 to 10 illustrate the main steps of an exemplary connection between two prefabricated track modules 1 according to the second embodiment of the invention.
  • the first prefabricated track module 1 is first laid on its implementation site as illustrated on the figure 7 .
  • a second prefabricated module identical or different from the first, but compatible with it, is then juxtaposed following the first. Both modules are correctly aligned with each other.
  • the two modules are then assembled to one another.
  • this assembly is done by bolting two by two end connection plates 26 of each lateral sill 4.
  • the ends of the two guide rail sections 3 are also assembled to one another by means of two connecting strips 30 as previously described.
  • the figure 10 illustrates a finishing step of the rail in which an intermediate connecting piece 28 is mounted around the guide rail 3 at the junction between its two sections, in order to achieve continuity between the intermediate sills 23 of the two successive modules.
  • This intermediate connecting piece 28 is fixed by means of the grooves 27 formed at the end of the intermediate sills 23.
  • the prefabricated modules 1 factory can advantageously be transported by truck to the place of their implementation where they are unloaded and put in place by a suitable hoist.
  • the prefabricated track modules 1 can be either immobilized in a trench 32 or laid in overlay on an already existing finished ground, for example a roadway.
  • the lower part of the trench 32 is filled to a suitable height by a suitable draining embankment material and for example untreated gravel. This is then covered by a bed of sand 36 forming a flat, stabilized anchoring surface on which the prefabricated track modules 1 are deposited.
  • the track modules are embedded to a certain height in a backfill material 37 adapted to sufficiently immobilize the carrier structure.
  • the intermediate free space between the two lateral sills 4 is also filled by means of this embankment 37.
  • the depth of the trench and the height of the stringers are chosen so that the upper face 5 of the lateral stringers 4 which serves as a rolling track and the head 9 of the guide rail 3 are substantially flush with the ground.
  • This coating 38 is preferably in the form of plates, for example, paved, paved, tiled or grassed, preferably also placed on a bed of sand 36.
  • Another variant imaginable would be to produce prefabricated track modules which comprise, in addition to the guide rail, a power supply rail for the urban transport vehicle, for example lateral.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)

Claims (15)

  1. Gleismodul (1) das im Werk vorgefertigtes ist, das jeweils nacheinander nebeneinander zu legen ist, um eine Fahrschiene für ein städtisches Transportfahrzeug vom selbstgeführten Typ auf Reifen zu bilden, dadurch gekennzeichnet, dass es:
    - eine Trägerstruktur (2) aus einem Block aus Beton, umfassend zwei laterale Schwellen (4), deren obere Seite (5) deutlich eben ist und als Fahrspur für die Reifen des städtischen Transportfahrzeugs dient, und Verbindungsquerträger (8), die laterale Schwellen (4) verbindet, indem sie sie deutlich parallel hält, wobei die untere Seite (6) der lateralen Schwellen (4) und die (39) der Verbindungsquerträger (8) Stützflächen am Boden sind;
    - einen Führungsschienenabschnitt (3) umfasst, der auf der Trägerstruktur (2) montiert ist, die die Rührung des städtischen Transportfahrzeugs erlaubt.
  2. Gleismodul (1) gemäß Anspruch 1, dadurch gekennzeichnet, dass es deutlich geradlinig, gekrümmt oder in einer allgemeinen Trapezform ist.
  3. Gleismodul (1) gemäß einem der voranstehenden Ansprüche, dadurch gekennzeichnet, dass die Trägerstruktur (2) vollständig oder teilweise aus Stahlbeton realisiert ist.
  4. Gleismodul (1) gemäß einem der voranstehenden Ansprüche, dadurch gekennzeichnet, dass die lateralen Schwellen (4) einen deutlich rechteckigen Querschnitt aufweisen oder eine deutlich gewölbte oder Anhaftungsrippen umfassende obere Seite (5) aufweisen.
  5. Gleismodul (1) gemäß einem der voranstehenden Ansprüche, dadurch gekennzeichnet, dass sich der Führungsgleisabschnitt (3) deutlich in einer zentralen Position befindet.
  6. Gleismodul (1) gemäß einem der voranstehenden Ansprüche, dadurch gekennzeichnet, dass der Führungsgleisabschnitt (3) an der Trägerstruktur (2) an jedem ihrer Verbindungsquerträger (8) mittels Feststellstücken (18) befestigt ist.
  7. Gleismodul (1) gemäß dem voranstehenden Anspruch, dadurch gekennzeichnet, dass an jedem Querträger (8) der Führungsschienenabschnitt (3) zwischen zwei Feststellstücken (18) eingeklemmt ist, die auf dem entsprechenden Querträger (8) verschraubt sind.
  8. Gleismodul (1) gemäß einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass die Trägerstruktur (2) eine Zwischenschwelle (23) umfasst, die sich zwischen den zwei lateralen Schwellen (4) befindet, auf der der Führungsschienenabschnitt (3) montiert ist.
  9. Gleismodul (1) gemäß dem voranstehenden Anspruch, dadurch gekennzeichnet, dass der Führungsschienenabschnitt (3) in einem Kanal (25) in komplementärer Form eingebaut ist, der in der Zwischenschwelle (23) ausgespart ist.
  10. Gleismodul (1) gemäß einem der voranstehenden Ansprüche, dadurch gekennzeichnet, dass der Führungsschienenabschnitt (3) einen Querschnitt in allgemeiner I-Form, mit einem Kopf (9), der als Fahrspur für die Führungsrolle oder Führungsrollen des Fahrzeugs dient, und einem Fuß (10), die durch einen verlängerten und engen Steg (11) miteinander verbunden sind, aufweist.
  11. Gleismodul (1) gemäß einem der voranstehenden Ansprüche, dadurch gekennzeichnet, dass der untere Teil des Führungsschienenabschnitts (3) mit einem Bestückungsmaterial (13) beschichtet ist, das eine Beschichtung (14) bildet, die sich nach oben durch wenigstens eine laterale Verlängerung (15) verlängert, die zwischen ihr und dem Kopf (9) der Schiene (3) eine laterale Führungsauskehlung (16) begrenzt.
  12. Gleismodul (1) gemäß einem der voranstehenden Ansprüche, dadurch gekennzeichnet, dass die Enden (29) des Führungsschienenabschnitts (3) und die der lateralen Schwellen (4) in Längsrichtung verschoben sind.
  13. Verlegeverfahren eines Gleismoduls (1) gemäß einem der voranstehenden Ansprüche, dadurch gekennzeichnet, dass die Führungsschiene (3) nach der Trägerstruktur (2) verlegt wird.
  14. Verlegeverfahren eines Gleismoduls (1) gemäß einem der voranstehenden Ansprüche, dadurch gekennzeichnet, dass es in leichter Überdicke direkt auf einer bereits vorhandenen Fahrbahn oder einem bereits vorhandenen fertiggestellten Boden verlegt ist oder in einem Graben (32) versenkt ist, dessen Boden (34) einfach vorbereitet und verdichtet wurde.
  15. Fahrspur für ein städtisches Transportfahrzeug vom selbstgeführten Typ auf Reifen, dadurch gekennzeichnet, dass sie durch eine Folge von vorgefertigten Gleismodulen (1) gemäß einem der voranstehenden Ansprüche gebildet ist.
EP08848482.9A 2007-08-29 2008-08-22 Vorgefertigtes modul für eine fahrbahn für ein gummibereiftes, spurgeführtes radfahrzeug Active EP2191070B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0706047A FR2920448B1 (fr) 2007-08-29 2007-08-29 Module prefabrique de voie pour vehicule de transport urbain autoguide sur pneumatiques
PCT/FR2008/001205 WO2009060134A1 (fr) 2007-08-29 2008-08-22 Module prefabrique de voie pour vehicule de transport urbain autoguide sur pneumatiques

Publications (2)

Publication Number Publication Date
EP2191070A1 EP2191070A1 (de) 2010-06-02
EP2191070B1 true EP2191070B1 (de) 2016-01-27

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Country Status (9)

Country Link
US (1) US8430333B2 (de)
EP (1) EP2191070B1 (de)
JP (1) JP5488927B2 (de)
KR (1) KR101541559B1 (de)
CN (1) CN101802307B (de)
ES (1) ES2562442T3 (de)
FR (1) FR2920448B1 (de)
RU (1) RU2490390C2 (de)
WO (1) WO2009060134A1 (de)

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KR200488459Y1 (ko) * 2018-06-26 2019-02-07 김종복 조립식 도로
CN112030659B (zh) * 2020-09-09 2021-10-01 厦门合诚工程技术有限公司 一种城市道路沥青路面预防性养护结构
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FR2735728B1 (fr) * 1995-06-23 1997-08-08 Lohr Ind Ensemble d'alimentation electrique et de guidage le long d'un rail au sol pour vehicule sur roues
FR2757549B1 (fr) * 1996-12-19 1999-01-29 Lohr Ind Rail de guidage pour vehicule routier du type autoguide
DE10138803A1 (de) * 2001-08-14 2003-02-27 Boegl Max Bauunternehmung Gmbh Verfahren zum kontinuierlichen Lagern einer Schiene auf einer festen Fahrbahn sowie Justiereinrichtung und feste Fahrbahn
FR2835003B1 (fr) * 2002-01-24 2004-02-27 Alstom Procede de construction d'une voie ferree sur une dalle de voie en beton
FR2846917B1 (fr) * 2002-11-08 2005-01-07 Lohr Ind Dispositif de controle permanent de la mise a la terre pour un vehicule de transport en commun electrique sur pneus et autoguide
FR2861102B1 (fr) * 2003-10-20 2006-03-17 Lohr Ind Troncon modulaire de voie pour vehicule de transport urbain autoguide sur pneumatiques
FR2861024B1 (fr) * 2003-10-20 2006-03-17 Lohr Ind Dispositif de captage d'energie electrique au sol pour l'alimentation d'un vehicule terrestre
ITVE20030049A1 (it) * 2003-11-12 2005-05-13 Claudio Favaron Dispositivo di bloccaggio di rotaie per veicoli.
JP4202989B2 (ja) * 2004-09-22 2008-12-24 財団法人鉄道総合技術研究所 共用走行路を有する複合交通システム
JP4417827B2 (ja) * 2004-12-28 2010-02-17 財団法人鉄道総合技術研究所 レール締結構造
US7484669B2 (en) * 2005-04-05 2009-02-03 Metroshield Llc Insulated rail for electric transit systems and method of making same
DE102005018195A1 (de) * 2005-04-19 2006-11-02 Rail.One Gmbh Feste Fahrbahn für Schienenfahrzeuge und Verfahren zu ihrer Herstellung
DE102005054820A1 (de) * 2005-11-15 2007-05-24 Rail.One Gmbh Feste Fahrbahn für Schienenfahrzeuge
CN101007498A (zh) * 2007-01-17 2007-08-01 李孝龙 橡胶轮驱动的高速列车与线路
FR2903429B1 (fr) * 2006-07-07 2013-09-27 Lohr Ind Ensemble autonettoyant par garnissage de lacune pour rail au sol de guidage ou de roulage.
DE102006043745A1 (de) * 2006-09-13 2008-04-03 Max Bögl Bauunternehmung GmbH & Co. KG Fahrweg und Verfahren zur Herstellung eines Fahrweges
FR2911154B1 (fr) * 2007-01-05 2014-07-18 Lohr Ind Rail de guidage ou de roulage enrobe d'une matiere de garnissage et procede de pose d'un tel rail
FR2920448B1 (fr) * 2007-08-29 2013-07-05 Lohr Ind Module prefabrique de voie pour vehicule de transport urbain autoguide sur pneumatiques
DE102008001293A1 (de) * 2008-04-21 2009-10-22 Max Bögl Bauunternehmung GmbH & Co. KG Feste Fahrbahn mit kontinuierlicher Auflagerung

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ES2562442T3 (es) 2016-03-04
FR2920448A1 (fr) 2009-03-06
RU2490390C2 (ru) 2013-08-20
CN101802307A (zh) 2010-08-11
FR2920448B1 (fr) 2013-07-05
US20110278366A1 (en) 2011-11-17
RU2010111252A (ru) 2011-12-10
JP5488927B2 (ja) 2014-05-14
KR101541559B1 (ko) 2015-08-06
WO2009060134A1 (fr) 2009-05-14
CN101802307B (zh) 2014-07-09
JP2010538184A (ja) 2010-12-09
KR20100046056A (ko) 2010-05-04
EP2191070A1 (de) 2010-06-02
US8430333B2 (en) 2013-04-30

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