EP1902179A1 - Fixed road surface in a tunnel - Google Patents

Fixed road surface in a tunnel

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Publication number
EP1902179A1
EP1902179A1 EP06777440A EP06777440A EP1902179A1 EP 1902179 A1 EP1902179 A1 EP 1902179A1 EP 06777440 A EP06777440 A EP 06777440A EP 06777440 A EP06777440 A EP 06777440A EP 1902179 A1 EP1902179 A1 EP 1902179A1
Authority
EP
European Patent Office
Prior art keywords
plates
concrete part
concrete
paths
tunnel
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
EP06777440A
Other languages
German (de)
French (fr)
Other versions
EP1902179B1 (en
Inventor
Dieter Reichel
Erich Lindner
Stefan BÖGL
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.)
Max Boegl Bauunternehmung GmbH and Co KG
Original Assignee
Max Boegl Bauunternehmung GmbH and Co KG
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
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Application filed by Max Boegl Bauunternehmung GmbH and Co KG filed Critical Max Boegl Bauunternehmung GmbH and Co KG
Publication of EP1902179A1 publication Critical patent/EP1902179A1/en
Application granted granted Critical
Publication of EP1902179B1 publication Critical patent/EP1902179B1/en
Revoked legal-status Critical Current
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00—General structure of permanent way
    • E01B2/003—Arrangement of tracks on bridges or in tunnels
    • 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields

Definitions

  • the present invention relates to a slab track with a concrete part and fastening devices for fixing rails for rail vehicles, in particular high-speed trains, on the concrete part, wherein the slab track is laid in a tunnel with laterally arranged paths.
  • An escape route for a slab track is known for example from DE 195 44 666 C2. It is disclosed in an escape route, which allows emergency vehicles, with a track on next to the track running opportunities, eg. B. to drive a cable channel and the other lane on a guideway in track center.
  • prefabricated or in-situ concrete be placed or poured between the rails of the track, so as to create a mean lane.
  • either larger depressions are provided in addition to the rails or the rails protrude significantly higher in height beyond the infrastructure. Both options pose for a rescue vehicle is not a major obstacle.
  • the disadvantage here however, when people are in the tunnel on the driving and escape route that they fall into the wells or over the rails and thus the rescue can be hindered.
  • Object of the present invention is to provide a rescue and escape route, which has no obstacle for people in an unlit tunnel and thus the escape or rescue by auxiliaries is not hindered. However, it must be ensured that the Functionality of the track is maintained for both operation and maintenance for normal operation.
  • the concrete part and / or the plates of the rescue and escape route are made of precast concrete parts. This allows a fast laying of the slab track in the tunnel.
  • the rescue and escape route can be dismantled by lifting the precast slab of the rescue and escape route and disassembling the rail.
  • a particularly quickly produced and reliable slab track is obtained when the concrete part is a concrete plate extending over a plurality of fasteners.
  • On this concrete slab are a plurality of rail supports to which the rail is fastened by means of the fastening means.
  • the concrete slabs can be laid quickly and connected to each other, creating a continuous track for the rail vehicle.
  • the concrete part can also be a threshold.
  • Each threshold has two rail support points for fastening the two parallel rails.
  • a large number of sleepers are arranged one behind the other and are finally fixed with in-situ concrete.
  • the panels of the rescue and escape route are either placed on the sleepers or the concrete slab and optionally screwed or otherwise fixed in position. It is particularly advantageous if the plates are detachably fastened on the concrete part in order to provide the rescue for a repair. and to remove track plates quickly and, if necessary, to be able to use again after the repair of the rail.
  • the plates form a stepless surface with the two laterally arranged paths, a very wide accessible and drivable surface is created, which is essential for the safety of the tunnel operation.
  • Paragraphs between the plates and the paths are deliberately avoided in order to avoid falls of escaping persons as much as possible and to make the tunnel passable for conventional road vehicles of heavier design.
  • the entire tunnel width is harnessed to rescue vehicles and personnel as quickly as possible and can use without mutual disability.
  • the plates are made of noise protection material, then a reduction of driving noise in the tunnel is also effected.
  • the plates for the escape and escape route thereby have a further advantage, which makes their use also advantageous if only a low probability of an accident in the tunnel is assumed.
  • Figure 1 is a perspective view of the structure of a slab track according to the invention
  • Figure 2 shows a cross section through a tunnel of Figure 1 and
  • FIG 3 shows a cross section through a tunnel without a separate path.
  • FIG. 1 shows the perspective view of a section through a tunnel 1 with two slab tracks 2 according to the invention.
  • the two slab tracks 2 are laid in a trough 3 each on a support layer 4 as concrete slabs 5.
  • a plurality of concrete slabs 5 are arranged one behind the other and connected to each other and thus form a continuous strip, which is fixed for example with a bituminous layer on the support layer.
  • the concrete slabs 5 have a plurality of rail supports 6. On the rail supports 6 rails 7 are fixed with known fasteners 8.
  • paths 9 are arranged, which limit the trough 3.
  • the trough 3 is filled between the paths 9, the support layers 4 and the concrete slabs 5 with patches 10 made of concrete.
  • the remaining height between the patches 10 and the upper edge of the paths 9 and the upper edge of the rails 7 is finally designed with plates 11, which has a substantially flat surface within the Create tunnels 1.
  • the plates 11 have a plurality of inspection openings 12, which correspond to the fastening devices 8.
  • the inspection openings 12 are cuts on the edges of the plates 11, which are facing the rails 7.
  • FIG. 2 shows a cross section through a tunnel 1 according to FIG. 1. It can be seen from this illustration that the tops of the paths 9 together with the plates 11 and the rails 7 form a substantially flat surface. A fleeing person 13 can thus take advantage of the entire width of the tunnel 1 to find the best escape route without running the risk of falling over heels or into deep openings in the dark tunnel.
  • fixed lanes 2 are constructed so that the upper edges of the rails 7 correspond approximately to the upper edge of the paths 9.
  • the rescue and escape route does not have to run in one plane. Rather, it is essential that the navigability of emergency vehicles and easy accessibility by fleeing or rescuing persons is given even in the dark without risk of injury.
  • the plates 11 for height compensation of the upper edges of the paths 9 and the rails 7 are slightly oblique.
  • sleepers may also be provided which run transversely to the longitudinal extent of the rails 7 or along the longitudinal extent of the rails 7.
  • the concrete slabs 11 create a continuous surface with the paths 9.
  • the paths 9 may also be made of plates 11, as shown in FIG. They do not have to be integrated part of the tunnel 1. It is only important that they create a person 13 the ability to be located laterally next to a standing on the rails 7 or moving rail vehicle without being injured by the rail vehicle or hindered in the escape.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Catching Or Destruction (AREA)
  • Facsimile Heads (AREA)
  • Hall/Mr Elements (AREA)
  • Road Paving Structures (AREA)

Abstract

The invention relates to a fixed road surface comprising a concrete piece and fixing devices (8) for fixing tracks (7) for rail vehicles, in particular, for high speed trains, to the concrete piece. The fixed road surface (2) is laid in a tunnel (1) with paths (9) arranged to the sides. Boards (11) are arranged above the concrete piece as rescue and escape paths, which essentially connect the upper edges of the tracks (7) to each other and to the upper edge of the path (9). The boards leave the necessary gaps free between the tracks (7) and the paths (9) which are necessary for the operation of the fixed road surface (2) or which do not significantly hinder vehicular or pedestrian access to the rescue and escape path thus produced.

Description

Feste Fahrbahn im Tunnel Solid roadway in the tunnel
Die vorliegende Erfindung betrifft eine Feste Fahrbahn mit einem Betonteil und Befestigungseinrichtungen zur Festlegung von Schienen für Schienenfahrzeuge, insbesondere Hochgeschwindigkeitszüge, auf dem Betonteil, wobei die Feste Fahrbahn in einem Tunnel mit seitlich angeordneten Wegen verlegt ist.The present invention relates to a slab track with a concrete part and fastening devices for fixing rails for rail vehicles, in particular high-speed trains, on the concrete part, wherein the slab track is laid in a tunnel with laterally arranged paths.
Ein Rettungsweg für eine Feste Fahrbahn ist beispielsweise aus der DE 195 44 666 C2 bekannt. Es wird darin ein Rettungsweg offenbart, welcher es Rettungsfahrzeugen ermöglicht, mit einer Spur auf neben dem Gleis verlaufenden Fahrmöglichkeiten, z. B. einen Kabelkanal und mit der anderen Spur über einen Fahrweg in Gleismitte fahren zu können. Hierfür werden Fertigteile oder Ortbeton zwischen die Schienen des Gleises gelegt bzw. gegossen, um so eine mittlere Fahrspur zu schaffen. Bei den verschiedenen Ausführungsbeispielen sind neben den Schienen entweder größere Vertiefungen vorgesehen oder aber die Schienen ragen in ihrer Höhe deutlich über den Fahrweg hinaus. Beide Möglichkeiten stellen für ein Rettungsfahrzeug kein wesentliches Hindernis dar. Nachteilig hierbei ist allerdings, wenn sich Personen in dem Tunnel auf dem Fahr- und Fluchtweg befinden, dass sie in die Vertiefungen oder über die Schienen stürzen und somit die Rettung behindert werden kann.An escape route for a slab track is known for example from DE 195 44 666 C2. It is disclosed in an escape route, which allows emergency vehicles, with a track on next to the track running opportunities, eg. B. to drive a cable channel and the other lane on a guideway in track center. For this purpose, prefabricated or in-situ concrete be placed or poured between the rails of the track, so as to create a mean lane. In the various embodiments, either larger depressions are provided in addition to the rails or the rails protrude significantly higher in height beyond the infrastructure. Both options pose for a rescue vehicle is not a major obstacle. The disadvantage here, however, when people are in the tunnel on the driving and escape route that they fall into the wells or over the rails and thus the rescue can be hindered.
Aufgabe der vorliegenden Erfindung ist es, einen Rettungs- und Fluchtweg zu schaffen, welcher für Personen auch in einem unbeleuchteten Tunnel kein Hindernis aufweist und somit die Flucht oder die Rettung durch Hilfspersonen nicht behindert wird. Dabei muss jedoch gewährleistet bleiben, dass die Funktionalität der Gleise sowohl für den Betrieb als auch für die Wartung für den Normalbetrieb erhalten bleibt.Object of the present invention is to provide a rescue and escape route, which has no obstacle for people in an unlit tunnel and thus the escape or rescue by auxiliaries is not hindered. However, it must be ensured that the Functionality of the track is maintained for both operation and maintenance for normal operation.
Die Aufgabe wird gelöst mit einer Festen Fahrbahn mit den Merkmalen des Patentanspruches 1.The object is achieved with a slab track with the features of claim 1.
In einem Tunnel sind für die Rettung von Personen besondere Anforderungen zu stellen. Aufgrund der räumlichen Begrenztheit in dem Tunnel und der zu erwartenden schlechten Sichtverhältnisse sind besondere Maßnahmen zu treffen, damit die Rettung möglichst unbehindert und schnell erfolgen kann. Hierfür sind in den Tunneln häufig seitliche Wege angeordnet, welche begehbar sind, ohne dass die Gefahr besteht, dass die darauf befindlichen Personen von Fahrzeugen auf den Fahrwegen verletzt werden können. Die Personen können hierfür aus dem verunglückten Fahrzeug aussteigen und sich auf dem Weg zum Ende des Tunnels begeben. Um zu verhindern, dass die Personen in den Fahrtrog abstürzen, da insbesondere in einem Unglücksfall davon auszugehen ist, dass der Tunnel unbeleuchtet ist, wird erfindungsgemäß vorgeschlagen, dass oberhalb des Bauteiles, auf welchem die Schienen befestigt sind, Platten als Rettungs- und Fluchtweg angeordnet sind, welche im wesentlichen die Oberkanten der Schienen miteinander und mit der Oberkante des Weges verbinden. Zwischen den Schienen und den Wegen wird allenfalls eine Spalte freigelassen, welche zum Betrieb der Festen Fahrbahn erforderlich ist oder welche die Befahrbarkeit und die Begehbarkeit des dadurch entstandenen Rettungs- und Fluchtweges nicht wesentlich behindern. Hierdurch wird weitgehend eine stufenlose und nur mit kleinen Spalten versehene Fläche innerhalb des Tunnels erzeugt, welche auch bei Dunkelheit gefahrlos begehbar ist. Es besteht hierdurch nicht mehr die Gefahr, dass flüchtende Personen von den schmalen Wegen in den Fahrtrog abstürzen oder über hervorstehende Schienen oder in andere große Spalten stürzen können. Durch die Erfindung wird ein großflächiges Fluchtgebiet geschaffen, wodurch die selbständige Rettung oder die Rettung durch Hilfspersonen sehr schnell und gefahrlos erfolgen kann. Um die Befestigung der Schienen schnell und einfach kontrollieren zu können, ist es besonders vorteilhaft und erfinderisch, dass in den Platten, welche den Rettungs- und Fluchtweg bilden, im Bereich der Befestigungseinrichtungen Inspektionsöffnungen vorgesehen sind. Über die Inspektionsöffnungen kann die sichere Befestigung der Schienen kontrolliert werden, ohne dass der Rettungs- und Fluchtweg demontiert werden muss.In a tunnel special requirements have to be made for the rescue of persons. Due to the limited space in the tunnel and the expected poor visibility, special measures must be taken so that the rescue can be as unobstructed and fast as possible. For this purpose, lateral paths are often arranged in the tunnels, which are accessible, without the risk that the people on it can be injured by vehicles on the roads. For this purpose, the persons can get out of the crashed vehicle and make their way to the end of the tunnel. In order to prevent the persons in the Fahrrog crash, as in particular in an accident it can be assumed that the tunnel is unlit, it is proposed according to the invention that above the component on which the rails are mounted, plates arranged as a rescue and escape route are, which essentially connect the upper edges of the rails with each other and with the upper edge of the path. Between the rails and the paths at most a column is released, which is required for the operation of the slab track or which do not significantly hinder the navigability and the accessibility of the resulting escape and escape route. As a result, a stepless and only provided with small gaps surface is largely generated within the tunnel, which is safely accessible even in the dark. There is thus no longer the risk that escaping persons can crash from the narrow paths into the drive trough or fall over protruding rails or into other large crevasses. By the invention, a large escape area is created, whereby the independent rescue or rescue by assistants can be done very quickly and safely. In order to be able to control the fastening of the rails quickly and easily, it is particularly advantageous and inventive that inspection openings are provided in the plates, which form the escape and escape route, in the area of the fastening devices. Through the inspection openings, the secure attachment of the rails can be controlled without the rescue and escape route must be dismantled.
Besonders vorteilhaft ist es, wenn das Betonteil und/oder die Platten des Rettungs- und Fluchtweges aus Betonfertigteilen hergestellt sind. Damit ist eine schnelle Verlegung der Festen Fahrbahn im Tunnel möglich. Außerdem kann zur Instandsetzung des Gleises der Rettungs- und Fluchtweg demontiert werden, indem die Fertigteilplatte des Rettungs- und Fluchtweges abgehoben wird und die Schiene demontiert werden kann.It is particularly advantageous if the concrete part and / or the plates of the rescue and escape route are made of precast concrete parts. This allows a fast laying of the slab track in the tunnel. In addition, to repair the track, the rescue and escape route can be dismantled by lifting the precast slab of the rescue and escape route and disassembling the rail.
Eine besonders schnell herstellbare und zuverlässige Feste Fahrbahn wird erhalten, wenn das Betonteil eine sich über eine Vielzahl von Befestigungseinrichtungen erstreckende Betonplatte ist. Auf dieser Betonplatte befinden sich eine Vielzahl von Schienenstützpunkten, an welchen die Schiene mit Hilfe der Befestigungseinrichtungen befestigt ist. Die Betonplatten können schnell verlegt und miteinander verbunden werden, so dass ein durchgehender Fahrweg für das Schienenfahrzeug entsteht.A particularly quickly produced and reliable slab track is obtained when the concrete part is a concrete plate extending over a plurality of fasteners. On this concrete slab are a plurality of rail supports to which the rail is fastened by means of the fastening means. The concrete slabs can be laid quickly and connected to each other, creating a continuous track for the rail vehicle.
Alternativ zur der Betonplatte kann das Betonteil auch eine Schwelle sein. Dabei weist jede Schwelle zwei Schienenstützpunkte auf zur Befestigung der beiden parallel verlaufenden Schienen. Eine Vielzahl von Schwellen ist hintereinander angeordnet und wird schließlich meist mit Ortbeton fixiert. Die Platten des Rettungs- und Fluchtweges werden entweder auf die Schwellen oder die Betonplatte aufgelegt und gegebenenfalls verschraubt oder anderweitig in ihrer Lage fixiert. Besonders vorteilhaft ist es, wenn die Platten auf dem Betonteil lösbar befestigt sind, um für eine Instandsetzung die Rettungs- und Fahrwegplatten schnell entfernen zu können und gegebenenfalls nach der Reparatur der Schiene wieder verwenden zu können.Alternatively to the concrete slab, the concrete part can also be a threshold. Each threshold has two rail support points for fastening the two parallel rails. A large number of sleepers are arranged one behind the other and are finally fixed with in-situ concrete. The panels of the rescue and escape route are either placed on the sleepers or the concrete slab and optionally screwed or otherwise fixed in position. It is particularly advantageous if the plates are detachably fastened on the concrete part in order to provide the rescue for a repair. and to remove track plates quickly and, if necessary, to be able to use again after the repair of the rail.
Bilden die Platten eine stufenlose Fläche mit den zwei seitlich angeordneten Wegen, so wird eine sehr breite begeh- und befahrbare Fläche geschaffen, welche zur Sicherheit des Tunnelbetriebs wesentlich beträgt. Absätze zwischen den Platten und den Wegen werden dabei bewusst vermieden, um Stürze von flüchtenden Personen möglichst zu vermeiden und den Tunnel für übliche Straßenfahrzeuge auch schwererer Bauart befahrbar zu machen. Durch diese erfinderische Bauweise wird die komplette Tunnelbreite nutzbar gemacht, um Rettungsfahrzeuge und Personal möglichst schnell und ohne gegenseitige Behinderung einsetzen zu können.If the plates form a stepless surface with the two laterally arranged paths, a very wide accessible and drivable surface is created, which is essential for the safety of the tunnel operation. Paragraphs between the plates and the paths are deliberately avoided in order to avoid falls of escaping persons as much as possible and to make the tunnel passable for conventional road vehicles of heavier design. Through this innovative design, the entire tunnel width is harnessed to rescue vehicles and personnel as quickly as possible and can use without mutual disability.
Um den Schall zu reduzieren und die Tragfähigkeit des Betonteiles zu erhöhen, ist der Zwischenraum zwischen dem Betonteil eines Gleises und dem Weg und/oder dem Betonteil eines weiteren Gleises mit Beton, insbesondere einem Betonfertigteil, ausgefüllt.To reduce the sound and increase the load capacity of the concrete part, the gap between the concrete part of a track and the path and / or the concrete part of another track with concrete, especially a precast concrete part, filled.
Sind die Platten aus Lärmschutzmaterial hergestellt, so wird zudem eine Reduzierung der Fahrgeräusche in dem Tunnel bewirkt. Die Platten für den Ret- tungs- und Fluchtweg haben hierdurch noch einen weiteren Vorteil, welcher ihren Einsatz auch dann vorteilhaft macht, wenn nur von einen geringen Wahrscheinlichkeit eines Unfalles in dem Tunnel auszugehen ist.If the plates are made of noise protection material, then a reduction of driving noise in the tunnel is also effected. The plates for the escape and escape route thereby have a further advantage, which makes their use also advantageous if only a low probability of an accident in the tunnel is assumed.
Vorteilhafterweise haben die Platten selbst bereits eine Tragfähigkeit, welche die Befahrbarkeit mit Rettungsfahrzeugen ermöglicht.Advantageously, the plates themselves already have a load-bearing capacity which makes navigability with emergency vehicles possible.
Weitere Vorteile der Erfindung sind in den nachfolgenden Ausführungsbeispielen beschrieben. Es zeigt:Further advantages of the invention are described in the following exemplary embodiments. It shows:
Figur 1 eine perspektivische Ansicht des Aufbaus einer erfindungsgemäßen Festen Fahrbahn; Figur 2 einen Querschnitt durch einen Tunnel der Figur 1 undFigure 1 is a perspective view of the structure of a slab track according to the invention; Figure 2 shows a cross section through a tunnel of Figure 1 and
Figur 3 einen Querschnitt durch einen Tunnel ohne separaten Weg.3 shows a cross section through a tunnel without a separate path.
In Figur 1 ist die perspektivische Ansicht eines Schnittes durch einen Tunnel 1 mit zwei erfindungsgemäßen Festen Fahrbahnen 2 dargestellt. Die beiden Festen Fahrbahnen 2 sind in einem Trog 3 jeweils auf einer Tragschicht 4 als Betonplatten 5 verlegt. Eine Vielzahl von Betonplatten 5 sind hintereinander angeordnet und miteinander verbunden und bilden damit einen durchgehenden Streifen, der beispielsweise mit einer Bitumenschicht auf der Tragschicht befestigt ist. Die Betonplatten 5 weisen eine Vielzahl von Schienenstützpunkten 6 auf. Auf den Schienenstützpunkten 6 sind Schienen 7 mit bekannten Befestigungseinrichtungen 8 befestigt.FIG. 1 shows the perspective view of a section through a tunnel 1 with two slab tracks 2 according to the invention. The two slab tracks 2 are laid in a trough 3 each on a support layer 4 as concrete slabs 5. A plurality of concrete slabs 5 are arranged one behind the other and connected to each other and thus form a continuous strip, which is fixed for example with a bituminous layer on the support layer. The concrete slabs 5 have a plurality of rail supports 6. On the rail supports 6 rails 7 are fixed with known fasteners 8.
An den Seitenwänden des Tunnels 1 , parallel zu den beiden Festen Fahrbahnen 2, sind Wege 9 angeordnet, welche den Trog 3 begrenzen. Der Trog 3 ist zwischen den Wegen 9, den Tragschichten 4 und den Betonplatten 5 mit Füllstücken 10 aus Beton ausgefüllt. Die Füllstücke 10 reichen bei dem vorliegenden Ausführungsbeispiel bis zur Oberkante der Betonplatten 5. Die verbleibende Höhe zwischen den Füllstücken 10 und der Oberkante der Wege 9 bzw. der Oberkante der Schienen 7 ist schließlich mit Platten 11 ausgelegt, welche eine im wesentlichen ebene Fläche innerhalb des Tunnels 1 erzeugen. Die Platten 11 weisen eine Vielzahl von Inspektionsöffnungen 12 auf, welche mit den Befestigungseinrichtungen 8 korrespondieren. Die Inspektionsöffnungen 12 sind dabei Einschnitte an den Rändern der Platten 11 , welche den Schienen 7 zugewandt sind. Die Inspektionsöffnungen 12 sind gerade so groß, dass die Befestigungseinrichtungen 8 hinsichtlich ihrer Festigkeit überprüft werden können, dass aber die Überfahrbarkeit durch Rettungsfahrzeuge ermöglicht ist und die Gefahr, dass Personen in die Inspektionsöffnung fallen, gering ist oder gänzlich vermieden wird. Figur 2 zeigt einen Querschnitt durch einen Tunnel 1 gemäß Figur 1. Es ist aus dieser Darstellung ersichtlich, dass die Oberseiten der Wege 9 zusammen mit den Platten 11 und den Schienen 7 eine im wesentlichen ebene Fläche bilden. Eine flüchtende Person 13 kann somit die gesamte Breite des Tunnels 1 ausnutzen, um den besten Fluchtweg zu finden, ohne Gefahr zu laufen, dass sie in dem dunklen Tunnel über Absätze oder in tiefe Öffnungen stürzt. Hierzu sind die in dem Trog 3 angeordneten Festen Fahrbahnen 2 so aufgebaut, dass die Oberkanten der Schienen 7 in etwa der Oberkante der Wege 9 entsprechen. Aber auch gewisse Höhenabweichungen können mittels der Platten 11 ausgeglichen werden, so dass eine kontinuierlich verlaufende Oberfläche des Rettungs- und Fluchtweges erzeugt wird. Als größere Öffnungen sind lediglich die Inspektionsöffnungen 12 vorgesehen, welche jedoch so klein gewählt sind, dass sie gerade ausreichend sind, um die Befestigungseinrichtungen 8 inspizieren zu können. Für eine Person 13 besteht allerdings nicht die Gefahr, in diese Inspektionsöffnungen 12 zu stürzen.On the side walls of the tunnel 1, parallel to the two slab tracks 2, paths 9 are arranged, which limit the trough 3. The trough 3 is filled between the paths 9, the support layers 4 and the concrete slabs 5 with patches 10 made of concrete. The remaining height between the patches 10 and the upper edge of the paths 9 and the upper edge of the rails 7 is finally designed with plates 11, which has a substantially flat surface within the Create tunnels 1. The plates 11 have a plurality of inspection openings 12, which correspond to the fastening devices 8. The inspection openings 12 are cuts on the edges of the plates 11, which are facing the rails 7. The inspection openings 12 are just so large that the fasteners 8 can be checked in terms of their strength, but that the Überfahrbarkeit is made possible by rescue vehicles and the risk that people fall into the inspection opening, is low or completely avoided. FIG. 2 shows a cross section through a tunnel 1 according to FIG. 1. It can be seen from this illustration that the tops of the paths 9 together with the plates 11 and the rails 7 form a substantially flat surface. A fleeing person 13 can thus take advantage of the entire width of the tunnel 1 to find the best escape route without running the risk of falling over heels or into deep openings in the dark tunnel. For this purpose, arranged in the trough 3 fixed lanes 2 are constructed so that the upper edges of the rails 7 correspond approximately to the upper edge of the paths 9. But also certain height deviations can be compensated by means of the plates 11, so that a continuously extending surface of the rescue and escape route is generated. As larger openings only the inspection openings 12 are provided, which are chosen so small that they are just sufficient to be able to inspect the fasteners 8 can. For a person 13, however, there is no danger of falling into these inspection openings 12.
Um die Tragfähigkeit der Platten 11 auch für eine Befahrbarkeit mit schweren Rettungsfahrzeugen zu ermöglichen, ist vorgesehen, dass Füllstücke 10 unterhalb den Platten 11 angeordnet sind. Die Platten 11 liegen somit nicht nur auf den Betonplatten 5 auf, sondern darüber hinaus auf den Füllstücken 10, wodurch eine extrem hohe Tragfähigkeit der Platten gewährleistet ist. Hierdurch ist auch sichergestellt, dass ein entgleistes Schienenfahrzeug die Platte 11 nicht zum Einsturz bringt und hierdurch den Rettungs- und Fluchtweg zerstören würde.In order to allow the carrying capacity of the plates 11 also for a navigability with heavy rescue vehicles, it is provided that patches 10 are arranged below the plates 11. The plates 11 are thus not only on the concrete slabs 5, but also on the filler pieces 10, whereby an extremely high load capacity of the plates is ensured. This also ensures that a derailed rail vehicle does not bring the plate 11 to collapse and thereby destroy the rescue and escape route.
Die vorliegende Erfindung ist nicht auf die dargestellten Ausführungsbeispiele beschränkt. Insbesondere muss der Rettungs- und Fluchtweg nicht in einer Ebene verlaufen. Wesentlich ist vielmehr, dass die Befahrbarkeit mit Rettungsfahrzeugen und die problemlose Begehbarkeit durch flüchtende oder rettende Personen auch bei Dunkelheit ohne Verletzungsgefahr gegeben ist. Hierzu kann auch vorgesehen sein, dass die Platten 11 zum Höhenausgleich der Oberkanten der Wege 9 und der Schienen 7 leicht schräg verlaufen. An- stelle der Betonplatten 5 können auch Schwellen vorgesehen sein, welche quer zur Längserstreckung der Schienen 7 oder entlang der Längserstreckung der Schienen 7 verlaufen. Auch hierbei ist vorzusehen, dass die Betonplatten 11 eine kontinuierlich verlaufenden Oberfläche mit den Wegen 9 schaffen. Selbstverständlich können die Wege 9 auch aus Platten 11 hergestellt sein, wie es in Figur 3 dargestellt ist. Sie müssen nicht integrierter Bestandteil des Tunnels 1 sein. Wesentlich ist nur, dass sie einer Person 13 die Möglichkeit schaffen, sich seitlich neben einem auf den Schienen 7 stehenden oder fahrenden Schienenfahrzeug befinden zu können, ohne von dem Schienenfahrzeug verletzt oder bei der Flucht behindert zu werden. The present invention is not limited to the illustrated embodiments. In particular, the rescue and escape route does not have to run in one plane. Rather, it is essential that the navigability of emergency vehicles and easy accessibility by fleeing or rescuing persons is given even in the dark without risk of injury. For this purpose, it can also be provided that the plates 11 for height compensation of the upper edges of the paths 9 and the rails 7 are slightly oblique. At- Instead of the concrete slabs 5, sleepers may also be provided which run transversely to the longitudinal extent of the rails 7 or along the longitudinal extent of the rails 7. Again, it should be provided that the concrete slabs 11 create a continuous surface with the paths 9. Of course, the paths 9 may also be made of plates 11, as shown in FIG. They do not have to be integrated part of the tunnel 1. It is only important that they create a person 13 the ability to be located laterally next to a standing on the rails 7 or moving rail vehicle without being injured by the rail vehicle or hindered in the escape.

Claims

P a t e n t a n s p r ü c h e Patent claims
1. Feste Fahrbahn mit einem Betonteil und Befestigungseinrichtungen1. Solid roadway with a concrete part and fasteners
(8) zur Festlegung von Schienen (7) für Schienenfahrzeuge, insbesondere Hochgeschwindigkeitszüge auf dem Betonteil, wobei die Feste Fahrbahn (2) in einem Tunnel (1 ) mit seitlich angeordneten Wegen(8) for fixing rails (7) for rail vehicles, in particular high-speed trains on the concrete part, wherein the slab track (2) in a tunnel (1) with laterally arranged paths
(9) verlegt ist, dadurch gekennzeichnet, dass oberhalb des Bauteiles Platten (11 ) als Rettungs- und Fluchtweg angeordnet sind, welche im wesentlichen die Oberkanten der Schienen (7) miteinander und mit der Oberkante des Weges (9) verbinden und zwischen den Schienen (7) und den Wegen (9) allenfalls Spalte freilassen, welche zum Betrieb der Festen Fahrbahn (2) erforderlich sind oder welche die Befahrbarkeit und die Begehbarkeit des dadurch entstandenen Rettungs- und Fluchtweges nicht wesentlich behindern.(9) is laid, characterized in that above the component plates (11) are arranged as a rescue and escape route, which essentially connect the upper edges of the rails (7) with each other and with the upper edge of the path (9) and between the rails (7) and the paths (9) at best release column, which are required for the operation of the slab track (2) or which do not significantly hinder the navigability and the accessibility of the resulting escape and escape route.
2. Feste Fahrbahn nach dem vorherigen Anspruch, dadurch gekennzeichnet, dass die Platten (11) im Bereich der Befestigungseinrichtungen (8) Inspektionsöffnungen (12) aufweisen.2. Fixed carriageway according to the preceding claim, characterized in that the plates (11) in the region of the fastening means (8) have inspection openings (12).
3. Feste Fahrbahn nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass das Betonteil und/oder die Platten (11 ) Betonfertigteile sind.3. Slab track according to one of the preceding claims, characterized in that the concrete part and / or the plates (11) are precast concrete parts.
4. Feste Fahrbahn nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass das Betonteil eine sich über eine Vielzahl von Befestigungseinrichtungen (8) erstreckende Betonplatte (5) ist.4. Slab track according to one of the preceding claims, characterized in that the concrete part is over a plurality of fastening means (8) extending concrete slab (5).
5. Feste Fahrbahn nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass das Betonteil eine Schwelle ist. 5. Fixed carriageway according to one of the preceding claims, characterized in that the concrete part is a threshold.
6. Feste Fahrbahn nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass die Platten (11 ) auf dem Betonteil gelagert sind.6. slab track according to one of the preceding claims, characterized in that the plates (11) are mounted on the concrete part.
7. Feste Fahrbahn nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass die Platten (11 ) eine Ebene mit den zwei seitlich angeordneten Wegen (9) bilden.7. Slab track according to one of the preceding claims, characterized in that the plates (11) form a plane with the two laterally arranged paths (9).
8. Feste Fahrbahn nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass ein Zwischenraum zwischen dem Betonteil eines Gleises und dem Weg (9) und/oder dem Betonteil eines weiteren Gleises mit Beton, insbesondere einem Betonfertigteil als Füllstück (10) ausgefüllt ist.8. slab track according to one of the preceding claims, characterized in that a gap between the concrete part of a track and the path (9) and / or the concrete part of another track with concrete, in particular a precast concrete part as filler (10) is filled.
9. Feste Fahrbahn nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass die Platten (11 ) aus Lärmschutzmaterial hergestellt sind.9. slab track according to one of the preceding claims, characterized in that the plates (11) are made of noise protection material.
10. Feste Fahrbahn nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass die Platten (11 ) eine Tragfähigkeit aufweisen, welche die Befahrbarkeit mit Rettungsfahrzeugen ermöglichen. 10. Fixed carriageway according to one of the preceding claims, characterized in that the plates (11) have a load capacity, which allow the navigability with ambulances.
EP06777440A 2005-06-25 2006-06-23 Fixed road surface in a tunnel Revoked EP1902179B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102005029552A DE102005029552A1 (en) 2005-06-25 2005-06-25 Solid roadway in the tunnel
PCT/EP2006/063496 WO2007000416A1 (en) 2005-06-25 2006-06-23 Fixed road surface in a tunnel

Publications (2)

Publication Number Publication Date
EP1902179A1 true EP1902179A1 (en) 2008-03-26
EP1902179B1 EP1902179B1 (en) 2010-04-14

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EP06777440A Revoked EP1902179B1 (en) 2005-06-25 2006-06-23 Fixed road surface in a tunnel

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EP (1) EP1902179B1 (en)
AT (1) ATE464433T1 (en)
DE (2) DE102005029552A1 (en)
WO (1) WO2007000416A1 (en)

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EP2119828A3 (en) * 2008-05-14 2012-06-13 Risk Assessment International DI. Dr. A. Vogel GmbH Rail covering system and machine for demounting and relocating same
DE102010030275A1 (en) 2009-06-19 2011-03-10 Ed. Züblin Ag Device for enabling trafficability of fixed track in railway tunnel with rubber-tired emergency vehicle, has prefabricated parts adapted to sleepers in terms of shape and creating trafficable surface filled up with concrete up to level
CH701644B1 (en) * 2009-08-06 2013-09-30 Sonneville Ag Fixed carriageway for rail vehicles.
DE102009026359B3 (en) * 2009-08-10 2011-04-07 Rte Technologie Gmbh Slab track for train in tunnel, has block elements adapted to distance of support point regions in track longitudinal direction, overlapping support point shoulders in form-fit manner and forming planar navigatable surface at upper side
DE202010012712U1 (en) * 2010-09-17 2010-11-25 Rail.One Gmbh Slab track for rail vehicles with an escape route
FR2993582B1 (en) * 2012-07-17 2015-04-10 Regie Autonome Transports METHOD FOR INSTALLING A TRACK COMPRISING A SUPPORT WITH CONCRETE
FI125166B (en) 2013-04-08 2015-06-30 Outotec Oyj METHOD AND ARRANGEMENT FOR FEEDING NUTRIENT FROM THE NUTRIENT TANK TO THE OVEN Oven

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DE3827547C2 (en) * 1988-08-13 2000-09-21 Zueblin Ag Sound absorption construction for ballastless railway superstructures
DE19544666C2 (en) * 1995-11-30 2000-11-23 Wayss & Freytag Ag Escape route for slab tracks
DE19620731A1 (en) * 1996-05-23 1997-11-27 Strabag Hoch Und Ingenieurbau Rigid track for rail vehicles across bridges
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DE10004626C2 (en) * 2000-02-03 2003-11-27 Walter Heilit Verkehrswegebau Method for producing a derailment protection arrangement for a railroad track, a railroad track comprising a derailment protection arrangement and derailment protection arrangement
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Also Published As

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EP1902179B1 (en) 2010-04-14
WO2007000416A1 (en) 2007-01-04
DE502006006718D1 (en) 2010-05-27
DE102005029552A1 (en) 2007-01-04
ATE464433T1 (en) 2010-04-15

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