EP1836352B1 - Fixed track bed for rail vehicles - Google Patents

Fixed track bed for rail vehicles Download PDF

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Publication number
EP1836352B1
EP1836352B1 EP06805409A EP06805409A EP1836352B1 EP 1836352 B1 EP1836352 B1 EP 1836352B1 EP 06805409 A EP06805409 A EP 06805409A EP 06805409 A EP06805409 A EP 06805409A EP 1836352 B1 EP1836352 B1 EP 1836352B1
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EP
European Patent Office
Prior art keywords
concrete
fixed carriageway
resilient elements
rail vehicles
prefabricated panels
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.)
Active
Application number
EP06805409A
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German (de)
French (fr)
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EP1836352A1 (en
Inventor
Martin Kowalski
Heinrich Gall
Franz Haban
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.)
Rail One GmbH
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Rail One GmbH
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Publication date
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Priority to PL06805409T priority Critical patent/PL1836352T3/en
Publication of EP1836352A1 publication Critical patent/EP1836352A1/en
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Publication of EP1836352B1 publication Critical patent/EP1836352B1/en
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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
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/62—Rail fastenings incorporating resilient supports
    • 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
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor

Definitions

  • the invention relates to a solid track for rail vehicles, which is mounted on elastic elements, according to the preamble of claim 1.
  • Elastic mounted solid lanes are for example off WO 03/087475 A1 known.
  • the roadway When driving over roadways by rail vehicles shocks are generated, which are passed through the ground and thus noticed in adjacent buildings.
  • the roadway is designed as a separate, oscillatory mass, which is movably supported by an elastic, acting as a spring element against the ground.
  • the elastic element which is arranged between the vibratory road surface and the ground, for example a tunnel structure, thereby causes a decoupling of the vibrations, so that the size of the vibrations transmitted to the ground does not exceed a certain level.
  • the invention is therefore an object of the invention to provide a solid track for rail vehicles, their production can be done easier and cheaper.
  • the invention is based on the finding that prefabricated panels can be used which form the lowest layer of the oscillatory mass-spring system and which at the same time form a formwork for concreting the concrete support panel.
  • the precast slab is placed on the elastic elements, then the concrete slab is concreted. This eliminates the previously required process step of producing a formwork for the concrete slab. It also eliminates the subsequent lifting of the concrete concrete concrete slab, since the elastic elements are already positioned in advance in the right place.
  • the precast slab according to the invention has a connection reinforcement, which in the installed state forms a monolithic composite with the in-situ concrete of the concrete slab.
  • the monolithic composite can be done by gluing and / or profiling the surfaces of the finished part plugs (6) and / or mechanical connections. If necessary, further reinforcement inserts can be placed on the precast slab, which are in the lower area after concreting the concrete slab.
  • an additional reinforcement can be arranged at the joints.
  • This reinforcement can be designed as a reinforcing mat whose longitudinally arranged reinforcing bars each cover the joints.
  • the elastic elements of the solid track according to the invention can form a full-surface bearing, alternatively they can be designed as strip bearings, which are preferably arranged below threshold blocks. In most cases, strip-shaped elastic elements are sufficient and generally advantageous.
  • a particularly good vibration damping can be achieved if the concrete support plate is mounted elastically in a trough. On the bottom of the trough are the elastic elements on which the concrete support plate is placed. Since the concrete support plate can move relative to the trough, there is the desired vibration control decoupling. Due to the specific choice of the mass of the concrete support plate and the properties of the elastic elements targeted vibrations of a certain frequency range can be suppressed.
  • FIG. 1 shown fixed carriageway 1 is used in a tunnel and includes a trough 2, in which a concrete support plate 3 is mounted elastically. It's going on at the same time Fig. 2 Referenced a section through the in Fig. 1 shown fixed carriageway 1 transverse to the direction of travel shows.
  • the base 4 of the trough 2 elastic elements which are formed as a strip bearing 5 and made of an elastomeric material, placed.
  • a finished plate 6 On the elastic elements, a finished plate 6 is placed, which has on its upper side 7 a protruding connection reinforcement 8.
  • the threshold blocks 11, 12 are connected to each other via a lattice girder 13.
  • the joint overlapping reinforcement 17 is placed.
  • the sleepers 10 are poured into the concrete support plate 3, so that only the upper region of the threshold blocks 11, 12 protrudes from the concrete support plate 3.
  • the concrete support plate 3 forms a relative to the trough 2 oscillatory mass whose vibration behavior can be adjusted by the mass of the concrete support plate 3 and the properties of the strip bearing 5 in a wide range.
  • the width, the thickness or the material of the strip bearing 5 can be varied accordingly, as well as the mass of the concrete support plate 3.
  • the desired favorable vibration behavior can be achieved so that when driving the fixed lane 1 vibrations caused by a rail vehicle not or only transferred to a small extent on the trough 2 and the environment.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Intermediate Stations On Conveyors (AREA)
  • Escalators And Moving Walkways (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Paving Structures (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Amplifiers (AREA)
  • Dynamo-Electric Clutches, Dynamo-Electric Brakes (AREA)

Abstract

Fixed carriageway for rail vehicles, which is mounted on resilient elements, the concrete support panel including prefabricated panels and a layer of in-situ concrete applied thereon, wherein the prefabricated panels rest on the resilient elements and form a monolithic bond with the in-situ concrete.

Description

Die Erfindung betrifft eine feste Fahrbahn für Schienenfahrzeuge, die auf elastischen Elementen gelagert ist, nach dem Oberbegriff des Anspruchs 1.The invention relates to a solid track for rail vehicles, which is mounted on elastic elements, according to the preamble of claim 1.

Elastisch gelagerte feste Fahrbahnen sind beispielsweise aus WO 03/087475 A1 bekannt.Elastic mounted solid lanes are for example off WO 03/087475 A1 known.

Beim Überfahren von Fahrbahnen durch Schienenfahrzeuge werden Erschütterungen erzeugt, die durch den Untergrund weitergeleitet und dadurch auch in angrenzenden Gebäuden bemerkt werden. Um solche unerwünschten Erschütterungen zu verringern oder vollständig zu eliminieren, ist es bereits bekannt, die Fahrbahn als Masse-Feder-System zu gestalten. Die Fahrbahn ist dabei als separate, schwingungsfähige Masse ausgebildet, die über ein elastisches, als Feder wirkendes Element gegenüber dem Untergrund bewegbar gelagert ist. Das elastische Element, das zwischen der schwingungsfähigen Fahrbahn und dem Untergrund, zum Beispiel einem Tunnelbauwerk, angeordnet ist, bewirkt dabei eine Entkopplung der Schwingungen, sodass die Größe der auf den Untergrund übertragenen Schwingungen ein bestimmtes Maß nicht überschreitet.When driving over roadways by rail vehicles shocks are generated, which are passed through the ground and thus noticed in adjacent buildings. In order to reduce or completely eliminate such unwanted vibrations, it is already known to design the roadway as a mass-spring system. The roadway is designed as a separate, oscillatory mass, which is movably supported by an elastic, acting as a spring element against the ground. The elastic element, which is arranged between the vibratory road surface and the ground, for example a tunnel structure, thereby causes a decoupling of the vibrations, so that the size of the vibrations transmitted to the ground does not exceed a certain level.

Die Montage einer Fahrbahn in Ortbeton-Bauweise mit vorplatzierten elastischen Elementen ist jedoch in der Praxis relativ aufwändig, da eine aufwändige Schalung um den mit fließfähigem Ortbeton auszufüllenden Bereich herum erstellt werden muss, damit durch das Einbringen des fließfähigen Ortbetons keine als Schallbrücken wirkenden steifen Verbindungen zwischen dem Unterbau und der Betontragplatte entstehen. Auch die Montage einer Fahrbahn in Ortbeton-Bauweise mit nachträglich platzierten elastischen Elementen ist in der Praxis relativ aufwändig, da die Betontragplatte üblicherweise abschnittsweise hydraulisch angehoben wird und anschließend die elastischen Elemente unterhalb der Betontragplatte positioniert werden. Beide Verfahren sind zeitaufwändig und verursachen beträchtliche Kosten.However, the installation of a road in cast-in-situ construction with preplaced elastic elements is relatively complex in practice, since a complex formwork must be created around the filled with flowable in-situ concrete area around so that by introducing the flowable in-situ concrete no acting as sound bridges stiff connections between the substructure and the concrete slab arise. The installation of a road in cast-in-situ construction with subsequently placed elastic elements is relatively complex in practice, since the concrete support plate is usually partially lifted hydraulically and then the elastic elements are positioned below the concrete support plate. Both methods are time consuming and involve considerable costs.

Der Erfindung liegt daher die Aufgabe zugrunde, eine feste Fahrbahn für Schienenfahrzeuge anzugeben, deren Herstellung einfacher und kostengünstiger erfolgen kann.The invention is therefore an object of the invention to provide a solid track for rail vehicles, their production can be done easier and cheaper.

Zur Lösung dieser Aufgabe ist eine feste Fahrbahn mit den Merkmalen des Anspruchs 1 vorgesehen.To solve this problem, a solid roadway with the features of claim 1 is provided.

Der Erfindung liegt die Erkenntnis zugrunde, dass Fertigteilplatten eingesetzt werden können, die die unterste Schicht des schwingungsfähigen Masse-FederSystems bilden und die gleichzeitig eine Schalung für das Betonieren der Betontragplatte bilden. Die Fertigteilplatte wird dabei auf die elastischen Elemente aufgelegt, anschließend wird die Betontragplatte betoniert. Dadurch entfällt der bisher erforderliche Verfahrensschritt der Herstellung einer Schalung für die Betontragplatte. Ebenso entfällt das nachträgliche Anheben der betonierten Betontragplatte, da die elastischen Elemente bereits vorab an der richtigen Stelle positioniert sind.The invention is based on the finding that prefabricated panels can be used which form the lowest layer of the oscillatory mass-spring system and which at the same time form a formwork for concreting the concrete support panel. The precast slab is placed on the elastic elements, then the concrete slab is concreted. This eliminates the previously required process step of producing a formwork for the concrete slab. It also eliminates the subsequent lifting of the concrete concrete concrete slab, since the elastic elements are already positioned in advance in the right place.

Die Fertigteilplatte weist erfindungsgemäß eine Anschlussbewehrung auf, die im Einbauzustand einen monolitischen Verbund mit dem Ortbeton der Betontragplatte bildet. Der monolitische Verbund kann durch Kleben und /oder Profilierung der Oberflächen der Fertigteilplalte (6) und/oder mechanische Verbindungen erfolgen. Falls erforderlich können auf die Fertigteilplatte weitere Bewehrungseinlagen aufgelegt werden, die sich nach dem Betonieren der Betontragplatte in deren unterem Bereich befinden.The precast slab according to the invention has a connection reinforcement, which in the installed state forms a monolithic composite with the in-situ concrete of the concrete slab. The monolithic composite can be done by gluing and / or profiling the surfaces of the finished part plugs (6) and / or mechanical connections. If necessary, further reinforcement inserts can be placed on the precast slab, which are in the lower area after concreting the concrete slab.

Um eine gute Kraftübertragung im Bereich aneinander angrenzender Fertigteilplatten zu erzielen, kann an den Stoßstellen eine zusätzliche Bewehrung angeordnet sein. Diese Bewehrung kann als Verstärkungsmatte ausgebildet sein, deren in Längsrichtung angeordnete Bewehrungsstäbe jeweils die Stoßstellen überdecken.In order to achieve a good power transmission in the area adjacent to each other prefabricated panels, an additional reinforcement can be arranged at the joints. This reinforcement can be designed as a reinforcing mat whose longitudinally arranged reinforcing bars each cover the joints.

Die elastischen Elemente der erfindungsgemäßen festen Fahrbahn können eine vollflächig Lagerung bilden, alternativ können sie als Streifenlager ausgebildet sein, die vorzugsweise unterhalb von Schwellenblöcken angeordnet sind. In den meisten Fällen sind streifenförmige elastische Elemente ausreichend und in der Regel vorteilhaft.The elastic elements of the solid track according to the invention can form a full-surface bearing, alternatively they can be designed as strip bearings, which are preferably arranged below threshold blocks. In most cases, strip-shaped elastic elements are sufficient and generally advantageous.

Als weitere Alternative kommen bei der erfindungsgemäßen festen Fahrbahn als Federn ausgebildete elastische Elemente in Frage, insbesondere können sie als Spiralfedern ausgebildet sein.As a further alternative come in the solid pavement according to the invention as springs formed elastic elements in question, in particular they may be formed as coil springs.

Eine besonders gute Schwingungsdämpfung lässt sich erzielen, wenn die Betontragplatte elastisch in einem Trog gelagert ist. Auf dem Boden des Trogs befinden sich die elastischen Elemente, auf denen die Betontragplatte aufgelegt ist. Da sich die Betontragplatte relativ zu dem Trog bewegen kann, ergibt sich die gewünschte schwingungstechnische Entkopplung. Durch die gezielte Wahl der Masse der Betontragplatte und der Eigenschaften der elastischen Elemente können gezielt Schwingungen eines bestimmten Frequenzbereichs unterdrückt werden.A particularly good vibration damping can be achieved if the concrete support plate is mounted elastically in a trough. On the bottom of the trough are the elastic elements on which the concrete support plate is placed. Since the concrete support plate can move relative to the trough, there is the desired vibration control decoupling. Due to the specific choice of the mass of the concrete support plate and the properties of the elastic elements targeted vibrations of a certain frequency range can be suppressed.

Weitere Vorteile und Einzelheiten der Erfindung werden anhand eines Ausführungsbeispiels unter Bezugnahme auf die Figuren erläutert.Further advantages and details of the invention will be explained with reference to an embodiment with reference to the figures.

Die Figuren sind schematische Darstellungen und zeigen:

Fig. 1
eine perspektivische, teilweise geschnittene Darstellung einer erfindungsgemäßen festen Fahrbahn; und
Fig. 2
einen Schnitt durch die in Fig. 1 dargestellte feste Fahrbahn quer zur Fahrtrichtung.
The figures are schematic representations and show:
Fig. 1
a perspective, partially sectioned view of a solid track according to the invention; and
Fig. 2
a section through the in Fig. 1 shown solid roadway transverse to the direction of travel.

Die in Fig. 1 gezeigte feste Fahrbahn 1 kommt in einem Tunnel zum Einsatz und umfasst einen Trog 2, in dem eine Betontragplatte 3 elastisch gelagert ist. Es wird gleichzeitig auf Fig. 2 Bezug genommen, die einen Schnitt durch die in Fig. 1 gezeigte feste Fahrbahn 1 quer zur Fahrtrichtung zeigt.In the Fig. 1 shown fixed carriageway 1 is used in a tunnel and includes a trough 2, in which a concrete support plate 3 is mounted elastically. It's going on at the same time Fig. 2 Referenced a section through the in Fig. 1 shown fixed carriageway 1 transverse to the direction of travel shows.

Bei der Herstellung der festen Fahrbahn 1 werden auf die Grundfläche 4 des Trogs 2 elastische Elemente, die als Streifenlager 5 ausgebildet sind und aus einem Elastomermaterial bestehen, aufgelegt.In the production of the fixed track 1 are on the base 4 of the trough 2 elastic elements, which are formed as a strip bearing 5 and made of an elastomeric material, placed.

Auf die elastischen Elemente wird eine Fertigplatte 6 gelegt, die an ihrer Oberseite 7 eine herausstehende Anschlussbewehrung 8 aufweist. Zusätzlich werden auf die Fertiglteilplatte 6 Längsbewehrungen 9 und gegebenenfalls nicht dargestellte Querbewehrungen sowie Schwellen 10, die mit Schienenbefestigungen 19, Schienen 18 und Längsbewehrungen 9 zu einem Gleisrost montiert werden, aufgelegt und justiert. In dem dargestellten Ausführungsbeispiel handelt es sich um Zweiblockschwellen, deren Schwellenblöcke 11, 12 jeweils über einen Gitterträger 13 miteinander verbunden sind. Im Bereich der Stoßstellen einander angrenzender Fertigteilplatten 6 wird eine zusätzliche, die Stoßstelle übergreifende Bewehrung 17 aufgelegt.On the elastic elements, a finished plate 6 is placed, which has on its upper side 7 a protruding connection reinforcement 8. In addition, on the Fertiglteilplatte 6 longitudinal reinforcements 9 and optionally not shown transverse reinforcements and sleepers 10, which are mounted with rail fasteners 19, rails 18 and longitudinal reinforcements 9 to a track grid, placed and adjusted. In the illustrated embodiment, there are two-block sleepers, the threshold blocks 11, 12 are connected to each other via a lattice girder 13. In the area of joints of adjoining prefabricated panels 6, an additional, the joint overlapping reinforcement 17 is placed.

An Seitenwänden 14 des Trogs 2 werden als Seitenschalungen dienende elastische Elemente 15 angebracht, die das Eindringen von Beton in Hohlräume 16 unterhalb der Fertigteilplatte 6 verhindern.On side walls 14 of the trough 2 serving as side molds elastic elements 15 are mounted, which prevent the penetration of concrete into cavities 16 below the precast plate 6.

Durch Betonieren wird die Betontragplatte 3 erstellt, wobei sich durch die Anschlussbewehrung 8 an der Oberseite 7 der Fertigteilplatte 6 ein Verbund der Betontragplatte 3 mit der Fertigteilplatte 6 ergibt. Durch das Eindringen des fließfähigen Ortbetons werden die Schwellen 10 in die Betontragplatte 3 eingegossen, sodass lediglich der obere Bereich der Schwellenblöcke 11, 12 aus der Betontragplatte 3 herausragt.By concreting the concrete support plate 3 is created, resulting in a connection of the concrete support plate 3 with the precast plate 6 through the connection reinforcement 8 at the top 7 of the precast plate 6. Due to the penetration of the flowable in-situ concrete, the sleepers 10 are poured into the concrete support plate 3, so that only the upper region of the threshold blocks 11, 12 protrudes from the concrete support plate 3.

Die Betontragplatte 3 bildet eine gegenüber dem Trog 2 schwingungsfähige Masse, deren Schwingungsverhalten durch die Masse der Betontragplatte 3 und die Eigenschaften der Streifenlager 5 in weiten Bereichen angepasst werden kann. Dazu kann die Breite, die Dicke oder der Werkstoff der Streifenlager 5 entsprechend variiert werden, ebenso wie die Masse der Betontragplatte 3. Dadurch lässt sich das gewünschte günstige Schwingungsverhalten erzielen, sodass beim Befahren der festen Fahrbahn 1 von einem Schienenfahrzeug verursachte Schwingungen sich nicht oder lediglich in geringem Maße auf den Trog 2 und die Umgebung übertragen.The concrete support plate 3 forms a relative to the trough 2 oscillatory mass whose vibration behavior can be adjusted by the mass of the concrete support plate 3 and the properties of the strip bearing 5 in a wide range. For this purpose, the width, the thickness or the material of the strip bearing 5 can be varied accordingly, as well as the mass of the concrete support plate 3. Thus, the desired favorable vibration behavior can be achieved so that when driving the fixed lane 1 vibrations caused by a rail vehicle not or only transferred to a small extent on the trough 2 and the environment.

Claims (6)

  1. Fixed carriageway for rail vehicles, with a trough (2), in which a concrete support panel (3) is mounted on resilient elements, characterised in that the concrete support panel (3) in the installed state consists of prefabricated panels (6) having a connecting reinforcement (8) on the upper face (7) and a layer of in-situ concrete applied on top, wherein the prefabricated panels (6) rest on the resilient elements and form a monolithic bond with the in-situ concrete.
  2. Fixed carriageway according to claim 1, characterised in that on top of the prefabricated panel (6) additional reinforcements, in particular a longitudinal reinforcement (9) and optionally transverse reinforcements, are provided.
  3. Fixed carriageway according to claim 1 or 2, characterised in that the monolithic bond is generated by adhesion and/or profiling of the surfaces of the prefabricated panel (6) and/or mechanical connections.
  4. Fixed carriageway according to one of the preceding claims, characterised in that at the butt joints of mutually adjacent prefabricated panels (6) an additional reinforcement (17) is provided.
  5. Fixed carriageway according to one of the preceding claims, characterised in that the resilient elements form an all-over support or strip bearings (5) or individual bearings preferably dispose under sleeper blocks.
  6. Fixed carriageway according to one of claims 1 to 4, characterised in that the resilient elements are formed as springs, in particular spiral springs.
EP06805409A 2005-11-15 2006-10-12 Fixed track bed for rail vehicles Active EP1836352B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL06805409T PL1836352T3 (en) 2005-11-15 2006-10-12 Fixed track bed for rail vehicles

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102005054820A DE102005054820A1 (en) 2005-11-15 2005-11-15 Fixed carriageway for rail vehicles
PCT/DE2006/001792 WO2007056968A1 (en) 2005-11-15 2006-10-12 Fixed track bed for rail vehicles

Publications (2)

Publication Number Publication Date
EP1836352A1 EP1836352A1 (en) 2007-09-26
EP1836352B1 true EP1836352B1 (en) 2009-06-10

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Country Status (14)

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US (2) US20090121035A1 (en)
EP (1) EP1836352B1 (en)
JP (1) JP2008531871A (en)
KR (1) KR20070097063A (en)
CN (1) CN101111642A (en)
AT (1) ATE433521T1 (en)
AU (1) AU2006314905B2 (en)
CA (1) CA2592757C (en)
DE (2) DE102005054820A1 (en)
ES (1) ES2327000T3 (en)
IL (1) IL189167A (en)
PL (1) PL1836352T3 (en)
TW (1) TW200728560A (en)
WO (1) WO2007056968A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2657709C1 (en) * 2017-01-18 2018-06-14 Владимир Григорьевич Мелентьев Railway track link

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005054820A1 (en) * 2005-11-15 2007-05-24 Rail.One Gmbh Fixed carriageway for rail vehicles
GB0604169D0 (en) * 2006-03-02 2006-04-12 Jay Anthony Track bed structures
FR2920448B1 (en) * 2007-08-29 2013-07-05 Lohr Ind PREFABRICAL TRACK MODULE FOR URBAN AUTOGUIDE PNEUMATIC TRANSPORT VEHICLE
DE102008016953A1 (en) * 2008-04-01 2009-10-08 Railone Gmbh Fixed carriageway for rail vehicles
CN103669114B (en) * 2012-09-06 2015-07-22 隔而固(青岛)振动控制有限公司 Ballast bed base prefabricated slab and application thereof
AU2015379580A1 (en) * 2015-01-30 2017-09-14 Acciona Infraestructuras, S.A. Formwork segment
CN105625104B (en) * 2016-01-11 2018-08-24 北京城建设计发展集团股份有限公司 A kind of Prefabricated slab type vibration damping track system and matching operation method
CZ306897B6 (en) 2016-01-26 2017-08-30 Jan Eisenreich A railway or tramway track

Family Cites Families (38)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3756507A (en) * 1970-08-06 1973-09-04 Salzgitter Peine Stahlwerke Railroad track bed
US4449666A (en) * 1979-08-24 1984-05-22 Railroad Concrete Crosstie Corporation Concrete railroad tie for supporting grade crossing panels
US4457468A (en) * 1979-08-24 1984-07-03 Railroad Concrete Crosstie Corporation Railroad grade crossing construction
US4311273A (en) * 1980-03-28 1982-01-19 True Temper Corporation Variable thickness fabric mat for railway track structure and method
IT1176498B (en) * 1984-07-27 1987-08-18 I P A Ind Prefabbricati Affini COMPONENTS FOR RAILWAY LINES ON REINFORCED CONCRETE PLATES, WITHOUT MASS
JPH02311640A (en) * 1989-05-25 1990-12-27 Takenaka Komuten Co Ltd Construction of composite floor
US5513797A (en) * 1989-08-26 1996-05-07 Lesley; Lewis Installation of rail tracks in roadways
DE9116628U1 (en) * 1991-07-09 1993-04-15 Clouth Gummiwerke AG, 5000 Köln Shock absorber element
IT1256209B (en) * 1992-12-21 1995-11-29 Coopsette Scrl ARMING GROUP WITH RAIL SUPPORT BLOCKS TRANSVERSALLY HOUSED IN LONGITUDINAL CONTAINERS WITH INTERPOSITION OF ELASTIC ELEMENTS
JP3326729B2 (en) * 1994-03-28 2002-09-24 清水建設株式会社 Anti-vibration track
US5577662A (en) * 1994-04-20 1996-11-26 Hogue; Thomas A. Embedded railway track system
JPH0827702A (en) * 1994-07-14 1996-01-30 Bridgestone Corp Formwork construction for track floating slab
JPH0827703A (en) * 1994-07-14 1996-01-30 Bridgestone Corp Formwork construction for track floating slab
JP2990221B2 (en) * 1994-12-06 1999-12-13 東急建設株式会社 Floating slab with precast version
US6290143B1 (en) * 1996-05-02 2001-09-18 Century Group, L.L.C. Apparatus and method for collecting liquid spillage at rail facilities
GB9622924D0 (en) * 1996-11-04 1997-01-08 Alh Syst Ltd Polymer embedment of rails
US6079630A (en) * 1997-04-11 2000-06-27 Schroeder; Rick A. Railway grade crossing apparatus and method of installation
US6431462B1 (en) * 1998-08-21 2002-08-13 Omega Industries, Inc. Railroad crossing spacers
AT410329B (en) * 1999-03-19 2003-03-25 Porr Allg Bauges Ballastless superstructure
US6068195A (en) * 1999-07-30 2000-05-30 Century Group Inc. Apparatus and method for railway crossing structure
US6439470B1 (en) * 1999-12-03 2002-08-27 William K. Hull Prefabricated embedded railway track system with removable inserts
AT410808B (en) * 2001-02-09 2003-08-25 Porr Allg Bauges Ballastless superstructure for rail-bound traffic
US6672515B2 (en) * 2001-09-18 2004-01-06 Konkan Railwary Corporation Ltd. Self stabilizing track system
GB0125065D0 (en) * 2001-10-18 2001-12-12 Performance Polymers Inc Between-rails roadway for road-rail crossings
JP3652316B2 (en) * 2002-02-20 2005-05-25 フジモリ産業株式会社 Concrete slab
JP2003247268A (en) * 2002-02-22 2003-09-05 Nippon Kaiser Kk Slab
DE10307210A1 (en) * 2002-03-05 2003-09-18 Phoenix Ag A bulk spring system which includes a base plate which contacts the upper and lower elements and least two triangular sections useful in civil engineering, especially for bridge structures
US6588676B1 (en) * 2002-03-20 2003-07-08 American Concrete Products Co. Concrete railroad grade crossing panels
DE10216573B4 (en) * 2002-04-13 2013-04-04 Max Bögl Bauunternehmung GmbH & Co. KG Method for storing a concrete component and slab track
DE10230741C1 (en) * 2002-07-09 2003-09-18 Pfleiderer Infrastrukturt Gmbh Multi-block railway sleeper has reinforcements projecting from the concrete blocks, to be welded together to form the complete sleeper
DE10233784B4 (en) * 2002-07-25 2012-03-29 Rail.One Gmbh concrete sleeper
DE20215204U1 (en) * 2002-10-01 2002-12-05 Markus Wolfgang Novel system Fixed carriageway for rail traffic
DE10301231B3 (en) * 2003-01-15 2004-01-22 Heitkamp-Deilmann-Haniel Gmbh Superstructure guided over viaducts for rail-bound vehicles
US6997391B1 (en) * 2003-03-03 2006-02-14 Bnsf Railway Company Railroad crossing flangeway liner
DE102005013947A1 (en) * 2005-03-26 2006-10-05 Pfleiderer Infrastrukturtechnik Gmbh & Co Kg Method for height correction of a fixed rail track and fixed rail track
US7484669B2 (en) * 2005-04-05 2009-02-03 Metroshield Llc Insulated rail for electric transit systems and method of making same
DE102005018195A1 (en) * 2005-04-19 2006-11-02 Rail.One Gmbh Slab track for rail vehicles and method of manufacture
DE102005054820A1 (en) * 2005-11-15 2007-05-24 Rail.One Gmbh Fixed carriageway for rail vehicles

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2657709C1 (en) * 2017-01-18 2018-06-14 Владимир Григорьевич Мелентьев Railway track link

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PL1836352T3 (en) 2009-11-30
ES2327000T3 (en) 2009-10-22
CN101111642A (en) 2008-01-23
IL189167A0 (en) 2008-08-07
JP2008531871A (en) 2008-08-14
WO2007056968A1 (en) 2007-05-24
EP1836352A1 (en) 2007-09-26
ATE433521T1 (en) 2009-06-15
IL189167A (en) 2011-05-31
DE502006003933D1 (en) 2009-07-23
AU2006314905B2 (en) 2009-08-13
AU2006314905A1 (en) 2007-05-24
DE102005054820A1 (en) 2007-05-24
TW200728560A (en) 2007-08-01
US20090121035A1 (en) 2009-05-14
CA2592757A1 (en) 2007-05-24
US20100276503A1 (en) 2010-11-04
KR20070097063A (en) 2007-10-02
CA2592757C (en) 2010-12-07

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