EP1836352A1 - Fixed track bed for rail vehicles - Google Patents

Fixed track bed for rail vehicles

Info

Publication number
EP1836352A1
EP1836352A1 EP06805409A EP06805409A EP1836352A1 EP 1836352 A1 EP1836352 A1 EP 1836352A1 EP 06805409 A EP06805409 A EP 06805409A EP 06805409 A EP06805409 A EP 06805409A EP 1836352 A1 EP1836352 A1 EP 1836352A1
Authority
EP
European Patent Office
Prior art keywords
elastic elements
concrete
slab
track according
reinforcement
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.)
Granted
Application number
EP06805409A
Other languages
German (de)
French (fr)
Other versions
EP1836352B1 (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
Original Assignee
Rail One GmbH
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 Rail One GmbH filed Critical Rail One GmbH
Priority to PL06805409T priority Critical patent/PL1836352T3/en
Publication of EP1836352A1 publication Critical patent/EP1836352A1/en
Application granted granted Critical
Publication of EP1836352B1 publication Critical patent/EP1836352B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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.
  • 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 effects a decoupling of the vibrations, so that the magnitude 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 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 may have its own reinforcement, in particular it may have a connection reinforcement, which forms a composite with the concrete slab in the installed state. If necessary, further reinforcement inserts can be placed on the precast slab, which are located in the lower area after concreting the concrete slab.
  • connection reinforcement a bond between the precast slab and the concrete slab is created.
  • an additional reinforcement may 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 may form a full-surface bearing, alternatively they may be formed as strip bearings, which are preferably arranged below threshold blocks. In most cases, strip-shaped elastic elements are sufficient and generally advantageous. 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.
  • 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 shows a perspective, partially cutaway view of a solid roadway according to the invention.
  • Fig. 2 shows a section through the fixed carriageway shown in Fig. 1 transverse to
  • the fixed carriageway 1 shown in Fig. 1 is used in a tunnel and comprises a trough 2, in which a concrete support plate 3 is elastically mounted. Reference is made at the same time to Fig. 2, which shows a section through the fixed track 1 shown in Fig. 1 transversely to the direction of travel.
  • 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 is placed, which has on its upper side 7 a protruding connection reinforcement 8.
  • longitudinal reinforcements 9 and optionally not illustrated transverse reinforcements and sleepers 10 which are mounted with rail fastenings 19, rails 18 and longitudinal reinforcements 9 to form a track grid, are placed and adjusted on the finished part panel 6.
  • the threshold blocks 11, 12 are each 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 sleeper 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 transferred only slightly to the trough 2 and the environment.

Landscapes

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

Feste Fahrbahn für Schienenfahrzeuge Fixed carriageway for rail vehicles
Die Erfindung betrifft eine feste Fahrbahn für Schienenfahrzeuge, die auf elastischen Elementen gelagert ist.The invention relates to a solid track for rail vehicles, which is mounted on elastic elements.
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 Fahr- bahn 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 Entkopp- lung der Schwingungen, sodass die Größe der auf den Untergrund übertragenen Schwingungen ein bestimmtes Maß nicht überschreitet. i I iWhen 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 carriageway 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 effects a decoupling of the vibrations, so that the magnitude of the vibrations transmitted to the ground does not exceed a certain level. i i i
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 by introducing the flowable in-situ concrete no acting as sound bridges stiff connections arise between the substructure and the concrete slab. 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. Zur Lösung dieser Aufgabe ist bei einer festen Fahrbahn der eingangs genannten Art erfindungsgemäß vorgesehen, dass die Betontragplatte aus Fertigteilplatten und einer darauf liegenden Schicht aus Ortbeton besteht, wobei die Fertigteilplatten auf den elastischen Elementen aufliegen und einen monolithischen Verbund mit dem Ortbeton eingehen.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. To solve this problem is provided according to the invention in a solid track of the type mentioned that the concrete slab consists of precast slabs and a layer of in-situ concrete lying on it, the precast slabs rest on the elastic elements and enter into a monolithic composite with the in-situ concrete.
Der Erfindung liegt die Erkenntnis zugrunde, dass Fertigteilplatten eingesetzt werden können, die die unterste Schicht des schwingungsfähigen Masse-Feder- Systems bilden und die gleichzeitig eine Schalung für das Betonieren der Beton- tragplatte 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 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 kann eine eigene Bewehrung aufweisen, insbesondere kann sie eine Anschlussbewehrung aufweisen, die im Einbauzustand einen Verbund mit der Betontragplatte bildet. Falls erforderlich können auf die Fertigteilplatte weitere Bewehrungseinlagen aufgelegt werden, die sich nach dem Betonieren der Beton- tragplatte in deren unterem Bereich befinden. Durch die erwähnte Anschlussbewehrung wird ein Verbund zwischen der Fertigteilplatte und der Betontragplatte geschaffen.The precast slab may have its own reinforcement, in particular it may have a connection reinforcement, which forms a composite with the concrete slab in the installed state. If necessary, further reinforcement inserts can be placed on the precast slab, which are located in the lower area after concreting the concrete slab. By the mentioned connection reinforcement a bond between the precast slab and the concrete slab is created.
Um eine gute Kraftübertragung im Bereich aneinander angrenzender Fertigteilplat- ten 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 good power transmission in the area of adjoining prefabricated panels, an additional reinforcement may 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 vollflächige 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. Als weitere Alternative kommen bei der erfindungsgemäßen festen Fahrbahn als Federn ausgebildete elastische Elemente in Frage, insbesondere können sie als Spiralfedern ausgebildet sein.The elastic elements of the solid track according to the invention may form a full-surface bearing, alternatively they may be formed as strip bearings, which are preferably arranged below threshold blocks. In most cases, strip-shaped elastic elements are sufficient and generally advantageous. 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 Betontrag platte 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 Ausfüh- rungsbeispiels unter Bezugnahme auf die Figuren erläutert.Further advantages and details of the invention will be explained with reference to an exemplary embodiment with reference to the figures.
Die Figuren sind scherriatische Darstellungen und zeigen:The figures are Scherrian representations and show:
Fig. 1 eine perspektivische, teilweise geschnittene Darstellung einer erfin- dungsgemäßen festen Fahrbahn; und1 shows a perspective, partially cutaway view of a solid roadway according to the invention; and
Fig. 2 einen Schnitt durch die in Fig. 1 dargestellte feste Fahrbahn quer zurFig. 2 shows a section through the fixed carriageway shown in Fig. 1 transverse to
Fahrtrichtung.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.The fixed carriageway 1 shown in Fig. 1 is used in a tunnel and comprises a trough 2, in which a concrete support plate 3 is elastically mounted. Reference is made at the same time to Fig. 2, which shows a section through the fixed track 1 shown in Fig. 1 transversely to the direction of travel.
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. 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, Schie- nen 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.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. On the elastic elements, a finished plate 6 is placed, which has on its upper side 7 a protruding connection reinforcement 8. In addition, longitudinal reinforcements 9 and optionally not illustrated transverse reinforcements and sleepers 10, which are mounted with rail fastenings 19, rails 18 and longitudinal reinforcements 9 to form a track grid, are placed and adjusted on the finished part panel 6. In the illustrated embodiment are two-block sleepers, the threshold blocks 11, 12 are each 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, so- dass 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 sleeper 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 Schwin- gungen 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 transferred only slightly to the trough 2 and the environment.

Claims

Patentansprüche: claims:
1. Feste Fahrbahn für Schienenfahrzeuge, die auf elastischen Elementen gelagert ist, dadurch gekennzeichnet, dass die Betontragplatte (3) aus Fertig- teilplatten (6) und einer darauf liegenden Schicht aus Ortbeton besteht, wobei die Fertigteilplatten auf den elastischen Elementen aufliegen und einen monolithischen Verbund mit dem Ortbeton eingehen.1. Solid track for rail vehicles, which is mounted on elastic elements, characterized in that the concrete support plate (3) consists of prefabricated sub-panels (6) and a layer of in situ concrete thereon, wherein the precast slabs rest on the elastic elements and a monolithic Bond with the in-situ concrete.
2. Feste Fahrbahn nach Anspruch 1 , dadurch gekennzeichnet, dass eine Fer- tigteilplatte (6) eine den Verbund mit dem Ortbeton sichernde Anschlussbewehrung (8) aufweist.2. Fixed carriageway according to claim 1, characterized in that a finished tigteilplatte (6) has a connection with the in-situ concrete locking connection reinforcement (8).
3. Feste Fahrbahn nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Fertigteilplatte (6) eine Bewehrung aufweist.3. slab track according to claim 1 or 2, characterized in that the precast plate (6) has a reinforcement.
4. Feste Fahrbahn nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass der monolithische Verbund durch Kleben und/oder Profilierung der Oberflächen der Fertigteilplatte (6) und/oder mechanische Verbindungen erzeugt ist.4. Slab track according to one of the preceding claims, characterized in that the monolithic composite is produced by gluing and / or profiling of the surfaces of the precast slab (6) and / or mechanical connections.
5. Feste Fahrbahn nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass an Stoßstellen aneinander angrenzender Fertigteilplatten (6) eine zusätzliche Bewehrung (17) angeordnet ist.5. Fixed track according to one of the preceding claims, characterized in that at joints of adjacent prefabricated panels (6) an additional reinforcement (17) is arranged.
6. Feste Fahrbahn nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass die elastischen Elemente eine vollflächige Lagerung oder vorzugsweise unterhalb von Schwellenblöcken angeordnete Streifenlager (5) oder Einzellager bilden.6. Solid track according to one of the preceding claims, characterized in that the elastic elements form a full-surface bearing or preferably below threshold blocks arranged strip bearing (5) or individual bearings.
7. Feste Fahrbahn nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass die elastischen Elemente als Federn, insbesondere als Spiralfedern, ausgebildet sind. 7. slab track according to one of claims 1 to 5, characterized in that the elastic elements are designed as springs, in particular as 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 true EP1836352A1 (en) 2007-09-26
EP1836352B1 EP1836352B1 (en) 2009-06-10

Family

ID=37461146

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06805409A Active EP1836352B1 (en) 2005-11-15 2006-10-12 Fixed track bed for rail vehicles

Country Status (14)

Country Link
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
US11021841B2 (en) 2016-01-26 2021-06-01 Jan Eisenreich Railway or tramway track

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
US20180016751A1 (en) * 2015-01-30 2018-01-18 Acciona Infraestructuras, S.A. Forwork 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
RU2657709C1 (en) * 2017-01-18 2018-06-14 Владимир Григорьевич Мелентьев Railway track link

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
JPH0827703A (en) * 1994-07-14 1996-01-30 Bridgestone Corp Formwork construction for track floating slab
JPH0827702A (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, 46487 Wesel 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
AU2005327807A1 (en) * 2005-03-26 2006-10-12 Rail.One Gmbh Method of adjusting the height of a fixed rail carriageway
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

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2007056968A1 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11021841B2 (en) 2016-01-26 2021-06-01 Jan Eisenreich Railway or tramway track

Also Published As

Publication number Publication date
DE502006003933D1 (en) 2009-07-23
AU2006314905B2 (en) 2009-08-13
EP1836352B1 (en) 2009-06-10
WO2007056968A1 (en) 2007-05-24
US20090121035A1 (en) 2009-05-14
DE102005054820A1 (en) 2007-05-24
IL189167A (en) 2011-05-31
CA2592757C (en) 2010-12-07
IL189167A0 (en) 2008-08-07
JP2008531871A (en) 2008-08-14
ATE433521T1 (en) 2009-06-15
US20100276503A1 (en) 2010-11-04
KR20070097063A (en) 2007-10-02
AU2006314905A1 (en) 2007-05-24
TW200728560A (en) 2007-08-01
ES2327000T3 (en) 2009-10-22
CA2592757A1 (en) 2007-05-24
PL1836352T3 (en) 2009-11-30
CN101111642A (en) 2008-01-23

Similar Documents

Publication Publication Date Title
EP1836352B1 (en) Fixed track bed for rail vehicles
AT391499B (en) RAILWAY CONSTRUCTION, ESPECIALLY FOR RAILWAY VEHICLES WITH VERY HIGH TRAVELING SPEEDS
EP1825059B1 (en) Concrete track for rail vehicles
WO2006131090A1 (en) Ballastless track for rail vehicles
EP0663470B1 (en) Process for obtaining a superstructure for railway tracks
WO2013075159A1 (en) Noise reduction device
DE4430769C2 (en) Railway superstructure with a track grating supported on a continuous support plate made of reinforced concrete
EP1621670A2 (en) Method for construction of a railway track structure and railway track structure
EP1216326B1 (en) Method for producing a soundproofed track
DE10261641A1 (en) Method of making a slab track and track
DE102007028978B4 (en) Rail track for rail vehicles
DE202011052057U1 (en) Noise protection device
DE19625249C2 (en) Positionally stable track body made of precast concrete parts and use of precast concrete parts for this track body
DE19959978A1 (en) Concrete foundation slab for length of railway track has horizontal row of bores in ends, accommodating reinforcing rods spanning gap between adjacent rods
DE19831404C2 (en) Track system for rail-bound vehicles
DE29519169U1 (en) Device for soundproofing a solid carriageway and thus equipped carriageway
WO1995011345A1 (en) Ballastless superstructure with concrete sleepers
DE102008044675A1 (en) Vibration protection for railway permanent way, has lateral force peg on joints in ground plate
AT413553B (en) RAIL VEHICLE RAIL AND METHOD FOR PRODUCING A JOURNEY
DE19536010A1 (en) Noise damping system for fixed rail track
EP0913527A1 (en) Building kit for constructing a sound and noise barrier wall
EP0773322A1 (en) Ballast-free railway track structure
DE102009037310A1 (en) Rail storage with cover bodies for flexible bus route and method for their production
DE19947882A1 (en) Rail bed for high speed trains consists of concrete panels with expansion gaps separating them into sections, load being spread between sections across these gaps by short, plastic coated steel rods
DE10310754A1 (en) Process for making a solid railroad track

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20070628

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK

17Q First examination report despatched

Effective date: 20080219

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

DAX Request for extension of the european patent (deleted)
GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

Ref country code: CH

Ref legal event code: NV

Representative=s name: ISLER & PEDRAZZINI AG

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REF Corresponds to:

Ref document number: 502006003933

Country of ref document: DE

Date of ref document: 20090723

Kind code of ref document: P

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20090402021

Country of ref document: GR

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2327000

Country of ref document: ES

Kind code of ref document: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090610

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090610

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090910

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090610

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090610

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090610

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091010

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090610

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20091001

Year of fee payment: 4

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090610

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091010

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090910

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

BERE Be: lapsed

Owner name: RAIL.ONE G.M.B.H.

Effective date: 20091031

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090610

26N No opposition filed

Effective date: 20100311

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E007112

Country of ref document: HU

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20091031

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20091031

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: TR

Payment date: 20100916

Year of fee payment: 5

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20100916

Year of fee payment: 5

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20101029

Year of fee payment: 5

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RO

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090610

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20101103

Year of fee payment: 5

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20101027

Year of fee payment: 5

Ref country code: GB

Payment date: 20101029

Year of fee payment: 5

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20091012

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090610

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502006003933

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20120501

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20111012

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20111031

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20111031

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120501

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20111012

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20111012

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 433521

Country of ref document: AT

Kind code of ref document: T

Effective date: 20111012

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20111012

REG Reference to a national code

Ref country code: PL

Ref legal event code: LAPE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20111012

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20111012

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 10

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 12

REG Reference to a national code

Ref country code: HU

Ref legal event code: FH1C

Free format text: FORMER REPRESENTATIVE(S): DR. MISKOLCZI MARIA UEGYVED, HU

Representative=s name: DR. MISKOLCZI MARIA, HU

Ref country code: HU

Ref legal event code: GB9C

Owner name: PCM RAIL.ONE AG, DE

Free format text: FORMER OWNER(S): RAIL.ONE GMBH, DE

REG Reference to a national code

Ref country code: ES

Ref legal event code: PC2A

Owner name: PCM RAIL.ONE AG

Effective date: 20180510

Ref country code: ES

Ref legal event code: PC2A

Effective date: 20180510

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20201020

Year of fee payment: 15

Ref country code: GR

Payment date: 20201016

Year of fee payment: 15

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CZ

Payment date: 20210930

Year of fee payment: 16

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220506

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20211031

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20221012

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20231117

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: HU

Payment date: 20231005

Year of fee payment: 18

Ref country code: DE

Payment date: 20231018

Year of fee payment: 18