EP1253245A1 - Method of alternative use of railway tracks - Google Patents

Method of alternative use of railway tracks Download PDF

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Publication number
EP1253245A1
EP1253245A1 EP01109883A EP01109883A EP1253245A1 EP 1253245 A1 EP1253245 A1 EP 1253245A1 EP 01109883 A EP01109883 A EP 01109883A EP 01109883 A EP01109883 A EP 01109883A EP 1253245 A1 EP1253245 A1 EP 1253245A1
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EP
European Patent Office
Prior art keywords
plate
prefabricated part
rails
shows
rail
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
EP01109883A
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German (de)
French (fr)
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EP1253245B1 (en
Inventor
Hans-Joachim Büse
Thomas Dr. George
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AT01109883T priority Critical patent/ATE348917T1/en
Priority to DE50111688T priority patent/DE50111688D1/en
Priority to EP01109883A priority patent/EP1253245B1/en
Priority to SK557-2002A priority patent/SK5572002A3/en
Priority to PL353584A priority patent/PL202960B1/en
Priority to HU0201352A priority patent/HU225543B1/en
Publication of EP1253245A1 publication Critical patent/EP1253245A1/en
Application granted granted Critical
Publication of EP1253245B1 publication Critical patent/EP1253245B1/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
    • E01B26/00—Tracks or track components not covered by any one of the preceding groups
    • 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
    • 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

Definitions

  • the invention relates to a method and finished parts for execution this procedure for other use of tracks.
  • all kinds of tracks have become permanent or temporarily shut down.
  • the decommissioning affects industrial track systems just like track systems, which were previously for the Passenger and / or freight traffic were used.
  • tram lines were shut down.
  • the tracks and sleepers and the ballast are removed.
  • a road surface is then usually applied and then a usual pavement.
  • the conversion of a previous one Track route to, for example, a bus route is relative complex and expensive.
  • the invention has for its object an inexpensive alternative for a retrofit completely or temporarily shut down Track systems to create another use. This The object is achieved by the characterizing part of the Claim 1) solved.
  • Decommissioned track systems usually have at the time of their Decommissioning the necessary load-bearing capacity for the previous ones Rail vehicles.
  • Rail vehicles Compared to, for example, motor vehicle wheels the steel wheels of rail vehicles have only one very small contact area on the rail, which ultimately almost equals a point load on the rail. Will be fine this point load due to the rigidity of the rails several sleepers distributed, but metal rails have a higher one Elasticity than, for example, concrete slabs.
  • the inventive method is that on the tread of disused tracks prefabricated parts for a subsequent one otherwise used.
  • This other use can be another means of transportation.
  • these finished parts can, for example be prefabricated concrete slabs. If these concrete slabs are a have a flat surface, then they can be used as a carriageway for wheeled vehicles be used. If these finished parts over the sleepers protrude and fully cover them, they provide weather protection for the sleepers. Through the rail height over the Swell creates a cavity, so especially from the side moisture can dry out.
  • the (concrete) prefabricated parts could have water drainage channels have, so that a targeted discharge of the surface water is possible.
  • a profiled design of the precast concrete enables Use of other means of transport, for example a magnetic levitation train.
  • the finished parts according to the invention do not have to be made of concrete. These can be used in particular for footpaths, for example hiking trails Components also consist of boards, so that a screed path is created.
  • prefabricated parts can also be made from a steel, preferably a steel profile construction.
  • Figure 1 shows a cross section through a railway embankment.
  • Figure 2 shows a further cross section through a railway embankment.
  • Figure 3 shows a perspective view of rails with a finished part.
  • Figure 4 also shows a cross section through a railway embankment.
  • Figure 5 shows a perspective view of an embodiment gem.
  • Figure 6 shows a modification of an embodiment according to. Figure 4.
  • Figure 7 shows a different use of a track system.
  • Figure 8 shows a further use of a track system.
  • Figure 9 shows a clamping device
  • Figure 10 shows a fastener
  • Figure 11 shows a cross section through an abutment of two finished parts.
  • Figure 12 shows a cross section through an abutment of two finished parts in another embodiment.
  • Figure 13 shows a constructive solution for curves.
  • Figure 1 shows a schematic embankment (1).
  • a threshold (2) On the railway embankment (1) there is a threshold (2). Are on the threshold (2) Rails (3) attached. The finished part lies on the rails (3) (20) a plate (4).
  • the plate (4) is advantageously a concrete slab.
  • the plate 4 has limitations on its underside 28 on. In this embodiment, the limitations are 28 arranged between the rails 3. It is obvious, that the boundaries 28 also to the left and right of the rails 3 can be arranged (not shown). The limitations 28 serve that the plate 4 relative to the rails 3 relative is positioned. Arranged for the almost straight sections Rails 3 can also limit 28 completely or substantially extend over the entire length of the plate 4.
  • Figure 2 also shows the railway embankment (1), the threshold (2) and the Rail (3).
  • the finished part (20) the plate (41) has a phi-shaped cross section.
  • Legs (29) of Phi-shaped cross-sections rest on the rails (3).
  • the legs (29) can stretch straight over the entire length extend the plate (41).
  • the rails are curved (3) the legs (29) are to be reduced to block-shaped areas (explained in more detail in Figure (1)).
  • FIG. 3 shows a perspective illustration of rails (3) with a finished part (20).
  • the finished part is made (20) from two bars (21).
  • the bars (21) are parallel to the Rails (3) arranged so that a substantially positive There is a connection between the rails (3) and the beams (21), which prevents the finished part (20) from moving laterally.
  • the bars (21) can be made of wood. However, it is also the use of other materials, such as hollow profiles made of metal, possible.
  • Planks (22) are attached to the beams (21). Several planks (22) result in connection with the beams (21) a finished part (20). Over the entire route of the rails (3) a large number of finished parts (20) (only one shown) arranged one behind the other. This creates a boardwalk, which can be used as a hiking trail, for example.
  • the use of wood for the beams (21) has the advantage that in crossing or switch areas of the rail (3) (not shown) Cutouts in the beams (21) are produced in a simple manner can be. For this, the bars (21) in the relevant Area can only be sawn out.
  • Figure 4 also shows a cross section through a railway embankment (1), the threshold (2) and the rails (3).
  • the plate (42) a profiled Cross-section. Part of the plate is a maintenance route (5).
  • On another section of the plate (42) is as a substructure (6) for one Pipeline (7) designed.
  • the pipe (7) can be a district heating line be a water supply line, an oil or Gas pipeline or pipe for other uses by a gaseous or liquid substance.
  • Figure 5 shows a perspective view of another embodiment according to Figure 4. It is shown that the substructure (6) for the pipeline does not extend the entire length the plate (42) must extend. To achieve the load capacity it is sufficient if the substructure (6) in the form of one (or more) short blocks is designed.
  • FIG. 6 shows a modification of an embodiment according to FIG. 3.
  • an A-frame is on the rails (3) as a finished part (20)
  • Support element (8) provided.
  • the support element (8) is advantageously a steel (profile) construction. However, it is a wooden structure is also conceivable. In particular, it can Supporting element (8) can also be arranged on a plate (44).
  • the Plate (44) can, as described in the previous embodiments consist of concrete or steel.
  • the support element (8) takes the pipe (7).
  • FIG. 7 shows a further embodiment with a railway embankment (1), the threshold (2) and the rails (3).
  • it is a lattice tower (9) as a power line mast. It is obvious that in place a power line mast also attached a telephone line mast can be.
  • FIG. 8 shows a modification of an embodiment according to FIG. 7.
  • a mobile radio mast (23) is arranged on a plate (43).
  • the finished part (20) (not numbered in Figure 8) only from the plate (43) or from the Plate (43) with the pre-assembled transmission mast (23).
  • the embodiment of the load capacity of the rails is thus (3) used as a foundation for the transmission mast (23).
  • outdoor cabling as shown in Figure 8, can be provided.
  • the plate (4, 41, 42, 43, 44) according to the aforementioned embodiments can by a (not shown) clamping element be connected to the rail (3) in the manner according to the invention.
  • FIG. 9 shows a clamping device for a finished part (20) (in this embodiment, a plate (4)) in the form of an exploded view.
  • a through hole in the plate (4) (10).
  • the slab (4) is a concrete slab, it is advantageous if there is a socket (11) made of metal in the through hole (10) located.
  • the plate (4) consists of metal, this can Bushing (11) can be dispensed with in the manner according to the invention.
  • the clamping element is a rotary element (12).
  • the Rotary element (12) consists of a head (13), a shaft (14) and an eccentric disc (15).
  • the Head (13) designed as a square, so that commercially available tools, such as for screwing rails can be used.
  • the shaft (14) By a rotary movement of the head (13) moves over the shaft (14) also the eccentric (15) so that it jams on the rail (3).
  • Rotary elements (12) may be arranged, preferably at least one per rail (3). It is conceivable that two rotating elements (12) are arranged side by side in such a way that their eccentric discs (15) opposite from left and right on the Access rail (3) (not shown). It is advantageous it also, however, if in parallel with the thresholds of Rails (3) at least one rotating element (12) on each rail (3) accesses.
  • an earth anchor (19) can also be arranged.
  • the ground anchor (19) can Iron rod, which is preferably pointed in the lower area, his.
  • the ground anchor (19) only has to the surface to be rammed so that it has its upper end is still in the through hole (10). It is obvious, that instead of the ground anchor (19) also a ground screw (not closer shown) can be used.
  • FIG 10 shows another embodiment of a fastener.
  • this embodiment there is one in the plate (4) (schematically shown) mounting plate (16) embedded.
  • mounting plate (16) is threaded (not detailed) ) Shown. With this thread a screw is (17) braced against the rail (3).
  • fasteners are arranged on both rails no abutment. In an advantageous manner, however, it makes sense if in such embodiments, the plate (4) an abutment (18).
  • FIG. 11 shows a cross section through the joint region of two against one another lying plates (4, 41, 42, 43, 44) (in Figure 11 only numbered as a plate (4)).
  • the plate (4) has one at its ends Tongue and groove profiling (24), so that two abutting Plates can be positively connected.
  • the tongue and groove profiling (24) a trapezoidal cross-section to make them slide together better to enable the plates (4). It is obvious, that however, a rectangular cross section is also possible.
  • the tongue and groove profiling (24) can be carried out in the manner according to the invention also be designed so that a joint (25) between the two Plates (4) remain even if the tongue and groove profiling (24) is fully interconnected (in Figure 11 is a continuous Fuge (25) shown).
  • the joint (25) can with bitumen or other suitable filler material (not ) Shown.
  • the plate (24) can also be a continuous pavement (26) can be applied.
  • This continuous road surface (26) has the advantage that possible with this Joints, slight warping, steps and the like can be compensated so that a continuous flat driving or Sidewalk arises.
  • Figure 12 shows a modification of Figure 11.
  • the end areas (27) of the plates (4) overlap designed.
  • too Road surface (26) are applied.
  • Figure 13 shows schematically the application of the invention to track curves.
  • the plates (4, 42, 43, 44) - in figure 13 only referred to as plates (4) - trapezoidal, so that they are against each other follow the curve of the rails (3).
  • the limitation (28) shown in Figure 1
  • the abutment (18) as in Figure 12
  • the bars (21) as shown in FIG. 3 not continuously over the entire length of the plate (4, 42, 43) can extend.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Forklifts And Lifting Vehicles (AREA)
  • Lock And Its Accessories (AREA)
  • Ceramic Products (AREA)
  • Supports For Pipes And Cables (AREA)
  • Vehicle Step Arrangements And Article Storage (AREA)
  • Railway Tracks (AREA)
  • Electrotherapy Devices (AREA)
  • Control Of Driving Devices And Active Controlling Of Vehicle (AREA)
  • Measurement And Recording Of Electrical Phenomena And Electrical Characteristics Of The Living Body (AREA)

Abstract

The method for alternative use of railway tracks comprises fitting panels (4) over the track which have ribs (28) fitting against the inner edges of the rails (3). This allows the track to be used as a road, or as a mounting for a pipeline or mast. Independent claims are included for: (a) the panel and (b) a fastening system for the panel.

Description

Die Erfindung betrifft ein Verfahren und Fertigteile zur Ausführung dieses Verfahrens zur anderweitigen Nutzung von Gleisen. In den vergangenen Jahren wurden Gleise unterschiedlichster Art dauerhaft oder zeitweise stillgelegt. Die Stillegung betrifft Industriegleisanlagen genauso wie Gleisanlagen, welche bisher für den Personen- und/oder Frachtverkehr genutzt wurden. In vielen Städten wurden Straßenbahnlinien stillgelegt. Soweit die betreffenden Straßenbahnlinien auf eigenen Trassen fuhren, wurden diese teilweise in aufwendiger Arbeit zu Bustrassen umgerüstet. Hierzu müssen die Gleise nebst Schwellen und der Schotter entfernt werden. Anschließend wird üblicherweise ein Fahrbahnuntergrund aufgebracht und hierauf eine übliche Fahrbahndecke. Die Umstellung einer bisherigen Gleistrasse auf beispielsweise eine Bustrasse ist relativ aufwendig und teuer.The invention relates to a method and finished parts for execution this procedure for other use of tracks. In In the past few years, all kinds of tracks have become permanent or temporarily shut down. The decommissioning affects industrial track systems just like track systems, which were previously for the Passenger and / or freight traffic were used. In many cities tram lines were shut down. As far as the concerned Tram lines ran on their own routes, some of them converted into bus routes in complex work. To do this the tracks and sleepers and the ballast are removed. A road surface is then usually applied and then a usual pavement. The conversion of a previous one Track route to, for example, a bus route is relative complex and expensive.

Der Erfindung liegt die Aufgabe zugrunde, eine kostengünstige Alternative für eine Umrüstung ganz oder zeitweise stillgelegter Gleisanlagen zu einer anderweitigen Nutzung zu schaffen. Diese Aufgabe wird erfindungsgemäß durch den kennzeichnenden Teil des Anspruches 1) gelöst.The invention has for its object an inexpensive alternative for a retrofit completely or temporarily shut down Track systems to create another use. This The object is achieved by the characterizing part of the Claim 1) solved.

Stillgelegte Gleisanlagen haben im Regelfall zum Zeitpunkt ihrer Stillegung die erforderliche Tragkraft für die bisher darauf laufenden Schienenfahrzeuge. Im Vergleich zu beispielsweise Kraftfahrzeugrädern haben die Stahlräder von Schienenfahrzeugen nur eine sehr kleine Auflagefläche auf der Schiene, was letztlich fast einer punktförmigen Belastung der Schiene gleichkommt. Wohl wird diese punktförmige Belastung durch die Steifheit der Schienen über mehrere Schwellen verteilt, Metallschienen haben jedoch eine höhere Elastizität als beispielsweise Betonplatten.Decommissioned track systems usually have at the time of their Decommissioning the necessary load-bearing capacity for the previous ones Rail vehicles. Compared to, for example, motor vehicle wheels the steel wheels of rail vehicles have only one very small contact area on the rail, which ultimately almost equals a point load on the rail. Will be fine this point load due to the rigidity of the rails several sleepers distributed, but metal rails have a higher one Elasticity than, for example, concrete slabs.

Das erfindungsgemäße Verfahren besteht darin, daß auf der Lauffläche von stillgelegten Gleisen Fertigteile für eine anschließende anderweitige Nutzung aufgebracht werden. Diese anderweitige Nutzung kann ein anderes Verkehrsmittel sein. Denkbar ist jedoch auch eine Nutzung der Schienen für Rohrleitungssysteme oder Nachrichten- bzw. Energieträger, wie beispielsweise Leitungsmasten.The inventive method is that on the tread of disused tracks prefabricated parts for a subsequent one otherwise used. This other use can be another means of transportation. However, it is also conceivable use of the rails for piping systems or communication or energy sources, such as masts.

Die möglichen anderweitigen Nutzungen sind vielfältiger Art. In erfindungsgemäßer Weise kann es sich hierbei um

  • a) eine Fahrbahn für Radfahrzeuge und/oder
  • b) einen Fußweg und/oder
  • c) ein Radweg,
  • d) eine Versorgungstrasse für
  • aa) für eine Fernwärmeleitung,
  • bb) für eine Ölpipeline
  • cc) für eine Stromversorgung,
    alle auch in Verbindung mit einer Wartungstrasse,
  • e) eine Trasse für anderweitige Schienenfahrzeuge, einschließlich beispielsweise eine Magnetschwebebahn
    • handeln.The possible other uses are diverse. In the manner according to the invention, this can be
  • a) a lane for wheeled vehicles and / or
  • b) a footpath and / or
  • c) a bike path,
  • d) a supply road for
  • aa) for a district heating pipe,
  • bb) for an oil pipeline
  • cc) for a power supply,
    all also in connection with a maintenance road,
  • e) a route for other rail vehicles, including, for example, a magnetic levitation train
    • act.

    Zur Ausführung des Verfahrens werden verschiedenartige, nachfolgend näher beschriebe Fertigteile vorgeschlagen.Various types are described below for carrying out the method Finished parts are proposed.

    In erfindungsgemäßer Weise können diese Fertigteile beispielsweise plattenförmige Betonfertigteile sein. Wenn diese Betonplatten eine ebene Oberfläche aufweisen, dann können sie als Fahrbahn für Radfahrzeuge genutzt werden. Wenn diese Fertigteile über die Schwellen hinausragen und diese voll abdecken, bewirken sie einen Witterungsschutz für die Schwellen. Durch die Schienenhöhe über den Schwellen entsteht ein Hohlraum, so daß insbesondere von der Seite eindringende Feuchtigkeit wieder austrocknen kann. In erfindungsgemäßer Weise könnten die (Beton-)Fertigteile Wasserabführrinnen aufweisen, so daß eine gezielte Ableitung des Oberflächenwassers möglich ist.In the manner according to the invention, these finished parts can, for example be prefabricated concrete slabs. If these concrete slabs are a have a flat surface, then they can be used as a carriageway for wheeled vehicles be used. If these finished parts over the sleepers protrude and fully cover them, they provide weather protection for the sleepers. Through the rail height over the Swell creates a cavity, so especially from the side moisture can dry out. In the invention The (concrete) prefabricated parts could have water drainage channels have, so that a targeted discharge of the surface water is possible.

    Eine profilierte Ausgestaltung der Betonfertigteile ermöglicht den Einsatz anderer Verkehrsmittel, beispielsweise einer Magnetschwebebahn.A profiled design of the precast concrete enables Use of other means of transport, for example a magnetic levitation train.

    Die erfindungsgemäßen Fertigteile müssen nicht aus Beton sein. Insbesondere für Fußwege, beispielsweise Wanderwege, können diese Bauteile auch aus Brettern bestehen, so daß ein Bohlenweg entsteht.The finished parts according to the invention do not have to be made of concrete. These can be used in particular for footpaths, for example hiking trails Components also consist of boards, so that a screed path is created.

    Für die anderweitige Nutzung aufgelassener Gleise durch Rohrleitungssysteme oder Leitungsmasten können die Fertigteile auch aus einer Stahl-, vorzugsweise einer Stahlprofilkonstruktion bestehen.For the other use of abandoned tracks through piping systems prefabricated parts can also be made from a steel, preferably a steel profile construction.

    Weitere Vorteile und Merkmale der vorliegenden Erfindung ergeben sich aus dem nachfolgenden Ausführungsbeispiel in Verbindung mit der Zeichnung. Hierbei zeigtFurther advantages and features of the present invention result itself from the following embodiment in connection with the drawing. Here shows

    Figur 1 einen Querschnitt durch einen Bahndamm.Figure 1 shows a cross section through a railway embankment.

    Figur 2 zeigt einen weiteren Querschnitt durch einen Bahndamm.Figure 2 shows a further cross section through a railway embankment.

    Figur 3 zeigt eine perspektivische Darstellung von Schienen mit einem Fertigteil.Figure 3 shows a perspective view of rails with a finished part.

    Figur 4 zeigt ebenfalls einen Querschnitt durch einen Bahndamm.Figure 4 also shows a cross section through a railway embankment.

    Figur 5 zeigt eine perspektivische Darstellung einer Ausführungsform gem. Figur 4.Figure 5 shows a perspective view of an embodiment gem. Figure 4.

    Figur 6 zeigt eine Abwandlung einer Ausführungsform gem. Figur 4. Figure 6 shows a modification of an embodiment according to. Figure 4.

    Figur 7 zeigt eine anderweitige Nutzung einer Gleisanlage.Figure 7 shows a different use of a track system.

    Figur 8 zeigt eine weitere Nutzung einer Gleisanlage.Figure 8 shows a further use of a track system.

    Figur 9 zeigt eine Klemmvorrichtung.Figure 9 shows a clamping device.

    Figur 10 zeigt ein Befestigungselement.Figure 10 shows a fastener.

    Figur 11 zeigt einen Querschnitt durch eine Stoßstelle zweier Fertigteile.Figure 11 shows a cross section through an abutment of two finished parts.

    Figur 12 zeigt ein Querschnitt durch eine Stoßstelle zweier Fertigteile in einer anderen Ausführungsform.Figure 12 shows a cross section through an abutment of two finished parts in another embodiment.

    Figur 13 zeigt eine konstruktive Lösung für Kurven.Figure 13 shows a constructive solution for curves.

    Figur 1 zeigt einen schematischen Bahndamm (1). Auf dem Bahndamm (1) befindet sich eine Schwelle (2). Auf der Schwelle (2) sind Schienen (3) angebracht. Auf den Schienen (3) liegt als Fertigteil (20) eine Platte (4). In vorteilhafter Weise ist die Platte (4) eine Betonplatte. Die Platte 4 weißt auf ihrer Unterseite Begrenzungen 28 auf. In diesen Ausführungsbeispiel sind die Begrenzungen 28 zwischen den Schienen 3 angeordnet. Es liegt auf der Hand, dass die Begrenzungen 28 jedoch auch links und rechts von den Schienen 3 angeordnet werden können (nicht dargestellt). Die Begrenzungen 28 dienen dazu, dass die Platte 4 gegenüber den Schienen 3 relativ positioniert wird. Für die fast geraden Strecken angeordneten Schienen 3 können auch die Begrenzungen 28 ganz oder im wesentlichen im Ganzen über den Längsbereich der Platte 4 erstrecken. Soweit die Schienen 3 eine Kurve machen, ist es Vorteilhaft, die Platte 4 so zu gestalten, dass nur im vorderen und hinteren Endbereich der Platte 4 Begrenzungen 28 in Form von Klötzen (nicht näher dargestellt) ausgebildet sind. So können Kurven überbrückt werden. Hierzu müssen die Platten 4 trapezförmig gestaltet werden (in Figur 13 näher dargestellt).Figure 1 shows a schematic embankment (1). On the railway embankment (1) there is a threshold (2). Are on the threshold (2) Rails (3) attached. The finished part lies on the rails (3) (20) a plate (4). The plate (4) is advantageously a concrete slab. The plate 4 has limitations on its underside 28 on. In this embodiment, the limitations are 28 arranged between the rails 3. It is obvious, that the boundaries 28 also to the left and right of the rails 3 can be arranged (not shown). The limitations 28 serve that the plate 4 relative to the rails 3 relative is positioned. Arranged for the almost straight sections Rails 3 can also limit 28 completely or substantially extend over the entire length of the plate 4. So far the rails 3 make a curve, it is advantageous that Design plate 4 so that only in the front and rear end area the plate 4 boundaries 28 in the form of blocks (not closer shown) are formed. So curves can be bridged become. For this, the plates 4 must be designed trapezoidal (shown in more detail in Figure 13).

    Es ist jedoch auch die Verwendung anderer Materialien für das Fertigteil (20), beispielsweise Stahl, in erfindungsgemäßer Weise möglich.However, it is also the use of other materials for the finished part (20), for example steel, in the manner according to the invention possible.

    Figur 2 zeigt ebenfalls den Bahndamm (1), die Schwelle (2) und die Schiene (3). In diesem Ausführungsbeispiel hat das Fertigteil (20) die Platte (41) einen Phi-förmigen Querschnitt. Beine (29) des Phi-förmigen Querschnitts ruhen hierbei auf den Schienen (3). Für gerade Strecken können die Beine (29) sich über die Gesamtlänge der Platte (41) erstrecken. Bei einer Kurvenführung der Schienen (3) sind die Beine (29) auf blockförmige Bereiche zu reduzieren (in Figur (1) näher erläutert).Figure 2 also shows the railway embankment (1), the threshold (2) and the Rail (3). In this exemplary embodiment, the finished part (20) the plate (41) has a phi-shaped cross section. Legs (29) of Phi-shaped cross-sections rest on the rails (3). For The legs (29) can stretch straight over the entire length extend the plate (41). When the rails are curved (3) the legs (29) are to be reduced to block-shaped areas (explained in more detail in Figure (1)).

    Figur 3 zeigt eine perspektivische Darstellung von Schienen (3) mit einem Fertigteil (20). In diesem Fall besteht das Fertigteil (20) aus zwei Balken (21). Die Balken (21) sind parallel zu den Schienen (3) angeordnet, so daß eine im wesentlichen formschlüssige Verbindung zwischen den Schienen (3) und den Balken (21) besteht, die ein seitliches Verschieben des Fertigteils (20) verhindert. Die Balken (21) können aus Holz bestehen. Es ist jedoch auch die Verwendung anderer Materialien, beispielsweise Hohlprofilen aus Metall, möglich. Auf den Balken (21) sind Bohlen (22) angebracht. Mehrere Bohlen (22) ergeben in Verbindung mit den Balken (21) ein Fertigteil (20). Über die gesamte Strecke der Schienen (3) werden eine Vielzahl von Fertigteilen (20) (nur eines dargestellt) hintereinander angeordnet. So entsteht ein Bohlenweg, welcher beispielsweise als Wanderweg genutzt werden kann. FIG. 3 shows a perspective illustration of rails (3) with a finished part (20). In this case, the finished part is made (20) from two bars (21). The bars (21) are parallel to the Rails (3) arranged so that a substantially positive There is a connection between the rails (3) and the beams (21), which prevents the finished part (20) from moving laterally. The bars (21) can be made of wood. However, it is also the use of other materials, such as hollow profiles made of metal, possible. Planks (22) are attached to the beams (21). Several planks (22) result in connection with the beams (21) a finished part (20). Over the entire route of the rails (3) a large number of finished parts (20) (only one shown) arranged one behind the other. This creates a boardwalk, which can be used as a hiking trail, for example.

    Die Verwendung von Holz für die Balken (21) hat den Vorteil, daß in Kreuzungs- oder Weichenbereichen der Schiene (3) (nicht dargestellt) in einfacher Weise Aussparungen bei den Balken (21) hergestellt werden können. Hierzu müssen die Balken (21) in dem relevanten Bereich nur herausgesägt werden.The use of wood for the beams (21) has the advantage that in crossing or switch areas of the rail (3) (not shown) Cutouts in the beams (21) are produced in a simple manner can be. For this, the bars (21) in the relevant Area can only be sawn out.

    Figur 4 zeigt ebenfalls einen Querschnitt durch einen Bahndamm (1), die Schwelle (2) und die Schienen (3). In diesem Ausführungsbeispiel hat das Fertigteil (20), die Platte (42) einen profilierten Querschnitt. Ein Teil der Platte ist ein Wartungsweg (5). Ein anderer Teilbereich der Platte (42) ist als Unterbau (6) für eine Rohrleitung (7) ausgestaltet. Die Rohrleitung (7) kann eine Fernheizleitung sein, eine Wasserversorgungsleitung, eine Öl- oder Gaspipeline oder ein Rohr zur anderweitigen Nutzung durch einen gasförmigen oder flüssigen Stoff.Figure 4 also shows a cross section through a railway embankment (1), the threshold (2) and the rails (3). In this embodiment has the finished part (20), the plate (42) a profiled Cross-section. Part of the plate is a maintenance route (5). On another section of the plate (42) is as a substructure (6) for one Pipeline (7) designed. The pipe (7) can be a district heating line be a water supply line, an oil or Gas pipeline or pipe for other uses by a gaseous or liquid substance.

    Figur 5 zeigt eine perspektivische Darstellung einer weiteren Ausführungsform gemäß Figur 4. Hierbei ist dargestellt, daß der Unterbau (6) für die Rohrleitung sich nicht über die gesamte Länge der Platte (42) erstrecken muß. Zur Erzielung der Tragfähigkeit ist es ausreichend, wenn der Unterbau (6) in Form eines (oder mehrerer) kurzer Blöcke ausgestaltet ist.Figure 5 shows a perspective view of another embodiment according to Figure 4. It is shown that the substructure (6) for the pipeline does not extend the entire length the plate (42) must extend. To achieve the load capacity it is sufficient if the substructure (6) in the form of one (or more) short blocks is designed.

    Figur 6 zeigt eine Abwandlung einer Ausführungsform gemäß Figur 3. In diesem Fall ist auf den Schienen (3) als Fertigteil (20) ein A-Bock-förmiges Tragelement (8) vorgesehen. Das Tragelement (8) ist in vorteilhafter Weise eine Stahl(Profil)konstruktion. Es ist jedoch auch eine Holzkonstruktion denkbar. Insbesondere kann das Tragelement (8) auch auf einer Platte (44) angeordnet sein. Die Platte (44) kann, wie in den vorherigen Ausführungsformeln beschrieben aus Beton oder Stahl bestehen. Das Tragelement (8) nimmt die Rohrleitung (7) auf. FIG. 6 shows a modification of an embodiment according to FIG. 3. In this case, an A-frame is on the rails (3) as a finished part (20) Support element (8) provided. The support element (8) is advantageously a steel (profile) construction. However, it is a wooden structure is also conceivable. In particular, it can Supporting element (8) can also be arranged on a plate (44). The Plate (44) can, as described in the previous embodiments consist of concrete or steel. The support element (8) takes the pipe (7).

    Figur 7 zeigt eine weitere Ausführungsform mit einem Bahndamm (1), der Schwelle (2) und den Schienen (3). In diesem Ausführungsbeispiel ist auf den Schienen (3) als Fertigteil (20) ein Mast (9) angeordnet. In diesem Ausführungsbeispiel ist es ein Gittermast (9) als ein Stromleitungsmast. Es liegt auf der Hand, daß an Stelle eines Stromleitungsmasten auch ein Telefonleitungsmast angebracht werden kann.FIG. 7 shows a further embodiment with a railway embankment (1), the threshold (2) and the rails (3). In this embodiment is a mast (9) on the rails (3) as a finished part (20) arranged. In this embodiment it is a lattice tower (9) as a power line mast. It is obvious that in place a power line mast also attached a telephone line mast can be.

    Figur 8 zeigt eine Abwandlung einer Ausführungsform gemäß Figur 7. Hierbei ist auf einer Platte (43) ein Mobilfunksendemast (23) angeordnet. In diesem Ausführungsbeispiel kann das Fertigteil (20) (in Figur 8 nicht beziffert) nur aus der Platte (43) oder aus der Platte (43) mit dem vormontierten Sendemast (23) bestehen. In diesem Ausführungsbeispiel wird somit die Tragfähigkeit der Schienen (3) als Fundament für den Sendemast (23) genutzt. Üblicherweise erfolgt die Energieversorgung von derartigen Sendemasten und/oder deren leitungsmäßige Anbindung an eine Verknüpfungsstelle über Erdkabel. In erfindungsgemäßer Weise kann jedoch bei diesem Ausführungsbeispiel an Stelle eines Erdkabels eine Freiluftverkabelung, wie in Figur 8 näher dargestellt, vorgesehen werden.FIG. 8 shows a modification of an embodiment according to FIG. 7. A mobile radio mast (23) is arranged on a plate (43). In this exemplary embodiment, the finished part (20) (not numbered in Figure 8) only from the plate (43) or from the Plate (43) with the pre-assembled transmission mast (23). In this The embodiment of the load capacity of the rails is thus (3) used as a foundation for the transmission mast (23). Usually there is the energy supply from such transmission masts and / or their line connection to a junction via Underground cables. In the manner according to the invention, however, in this exemplary embodiment instead of an underground cable, outdoor cabling, as shown in Figure 8, can be provided.

    Die Platte (4, 41, 42, 43, 44) gemäß der vorgenannten Ausführungsformen kann durch ein (nicht dargestelltes) Klemmelement in erfindungsgemäßer Weise mit der Schiene (3) verbunden werden.The plate (4, 41, 42, 43, 44) according to the aforementioned embodiments can by a (not shown) clamping element be connected to the rail (3) in the manner according to the invention.

    Figur 9 zeigt eine Klemmvorrichtung für ein Fertigteil (20) (in diesem Ausführungsbeispiel eine Platte (4)) in Form einer Explosionszeichnung. In der Platte (4) befindet sich ein Durchgangsloch (10). Soweit die Platte (4) eine Betonplatte ist, ist es vorteilhaft, wenn sich im Durchgangsloch (10) eine Buchse (11) aus Metall befindet. Soweit die Platte (4) aus Metall besteht, kann auf diese Buchse (11) in erfindungsgemäßer Weise verzichtet werden. In dieser Ausführungsform ist das Klemmelement ein Drehelement (12). Das Drehelement (12) besteht aus einem Kopf (13), einem Schaft (14) und einer Exzenterscheibe (15). In dieser Ausführungsform ist der Kopf (13) als Vierkant ausgebildet, so daß handelsübliche Werkzeuge, wie sie beispielsweise für die Verschraubung von Schienen verwendet werden, eingesetzt werden können. Durch eine Drehbewegung des Kopfes (13) bewegt sich über den Schaft (14) auch die Exzenterscheibe (15), so daß sie sich an der Schiene (3) verklemmt.FIG. 9 shows a clamping device for a finished part (20) (in this embodiment, a plate (4)) in the form of an exploded view. There is a through hole in the plate (4) (10). As far as the slab (4) is a concrete slab, it is advantageous if there is a socket (11) made of metal in the through hole (10) located. As far as the plate (4) consists of metal, this can Bushing (11) can be dispensed with in the manner according to the invention. In this In one embodiment, the clamping element is a rotary element (12). The Rotary element (12) consists of a head (13), a shaft (14) and an eccentric disc (15). In this embodiment, the Head (13) designed as a square, so that commercially available tools, such as for screwing rails can be used. By a rotary movement of the head (13) moves over the shaft (14) also the eccentric (15) so that it jams on the rail (3).

    In vorteilhafter Weise können an einer Platte (4) auch mehrere Drehelemente (12) angeordnet sein, vorzugsweise mindestens eines pro Schiene (3). Hierbei ist es denkbar, daß zwei Drehelemente (12) in der Weise nebeneinander angeordnet sind, daß ihre Exzenterscheiben (15) gegenüberliegend von links und rechts auf die Schiene (3) zugreifen (nicht näher dargestellt). Vorteilhaft ist es jedoch auch, wenn in der Paralellität zu den Schwellen der Schienen (3) mindestens je ein Drehelement (12) auf je eine Schiene (3) zugreift.Advantageously, several can be on one plate (4) Rotary elements (12) may be arranged, preferably at least one per rail (3). It is conceivable that two rotating elements (12) are arranged side by side in such a way that their eccentric discs (15) opposite from left and right on the Access rail (3) (not shown). It is advantageous it also, however, if in parallel with the thresholds of Rails (3) at least one rotating element (12) on each rail (3) accesses.

    An Stelle des Drehelements (12) kann in dem Durchgangsloch (10) auch ein Erdanker (19) angeordnet sein. Der Erdanker (19) kann ein Eisenstab, welcher vorzugsweise im unteren Bereich angespitzt ist, sein. Zur Fixierung der Platte (4) muß der Erdanker (19) nur in den Untergrund gerammt werden, so daß er mit seinem oberen Ende noch im Durchgangsloch (10) sich befindet. Es liegt auf der Hand, daß an Stelle des Erdankers (19) auch eine Erdschraube (nicht näher dargestellt) verwendet werden kann.Instead of the rotating element (12) in the through hole (10) an earth anchor (19) can also be arranged. The ground anchor (19) can Iron rod, which is preferably pointed in the lower area, his. To fix the plate (4) the ground anchor (19) only has to the surface to be rammed so that it has its upper end is still in the through hole (10). It is obvious, that instead of the ground anchor (19) also a ground screw (not closer shown) can be used.

    Figur 10 zeigt eine weitere Ausführungsform eines Befestigungselements. In dieser Ausführungsform ist in der Platte (4) eine (schematisch dargestellte) Befestigungsplatte (16) eingelassen. In der Befestigungsplatte (16) befindet sich ein Gewinde (nicht detailliert dargestellt). Mittels diesen Gewindes wird eine Schraube (17) gegenüber der Schiene (3) verspannt. Wenn entsprechende Befestigungselemente auf beiden Schienen angeordnet sind, bedürfte es keines Widerlagers. In vorteilhafter Weise ist es jedoch sinnvoll, wenn bei derartigen Ausführungsformen die Platte (4) ein Widerlager (18) aufweist.Figure 10 shows another embodiment of a fastener. In this embodiment there is one in the plate (4) (schematically shown) mounting plate (16) embedded. In the mounting plate (16) is threaded (not detailed) ) Shown. With this thread a screw is (17) braced against the rail (3). If appropriate fasteners are arranged on both rails no abutment. In an advantageous manner, however, it makes sense if in such embodiments, the plate (4) an abutment (18).

    Figur 11 zeigt einen Querschnitt durch den Stoßbereich zweier aneinander liegender Platten (4, 41, 42, 43, 44) (in Figur 11 nur als Platte (4) beziffert). Die Platte (4) weist an ihren Enden eine Nut-Feder-Profilierung (24) auf, so daß zwei aneinander stoßende Platten formschlüssig miteinander verbunden werden können.FIG. 11 shows a cross section through the joint region of two against one another lying plates (4, 41, 42, 43, 44) (in Figure 11 only numbered as a plate (4)). The plate (4) has one at its ends Tongue and groove profiling (24), so that two abutting Plates can be positively connected.

    In diesem Ausführungsbeispiel hat die Nut-Feder-Profilierung (24) einen trapezförmigen Querschnitt, um ein besseres Ineinanderrutschen der Platten (4) zu ermöglichen. Es liegt auf der Hand, daß jedoch auch ein rechteckiger Querschnitt möglich ist.In this exemplary embodiment, the tongue and groove profiling (24) a trapezoidal cross-section to make them slide together better to enable the plates (4). It is obvious, that however, a rectangular cross section is also possible.

    Die Nut-Feder-Profilierung (24) kann in erfindungsgemäßer Weise auch so ausgestaltet sein, daß eine Fuge (25) zwischen den beiden Platten (4) auch dann verbleibt, wenn die Nut-Feder-Profilierung (24) voll ineinander geführt ist (in Figur 11 ist eine durchgehende Fuge (25) dargestellt). Die Fuge (25) kann mit Bitumen oder einem sonstigen geeigneten Füllmaterial vergossen werden (nicht dargestellt).The tongue and groove profiling (24) can be carried out in the manner according to the invention also be designed so that a joint (25) between the two Plates (4) remain even if the tongue and groove profiling (24) is fully interconnected (in Figure 11 is a continuous Fuge (25) shown). The joint (25) can with bitumen or other suitable filler material (not ) Shown.

    Auf der Platte (24) kann ferner nach der Montage der Platten (4) ein durchgehender Fahrbahnbelag (26) aufgebracht werden. Dieser durchgehende Fahrbahnbelag (26) hat den Vorteil, daß hiermit mögliche Fugen, geringfügige Verwerfungen, Stufen und dergleichen ausgeglichen werden können, so daß eine durchgehende flache Fahroder Gehbahn entsteht. After the plates (4) have been installed, the plate (24) can also be a continuous pavement (26) can be applied. This continuous road surface (26) has the advantage that possible with this Joints, slight warping, steps and the like can be compensated so that a continuous flat driving or Sidewalk arises.

    Figur 12 zeigt eine Abwandlung der Figur 11. In diesem Ausführungsbeispiel sind die Stirnbereiche (27) der Platten (4) überlappend ausgestaltet. Auch in diesem Ausführungsbeispiel kann ein Fahrbahnbelag (26) aufgebracht werden.Figure 12 shows a modification of Figure 11. In this embodiment the end areas (27) of the plates (4) overlap designed. In this embodiment, too Road surface (26) are applied.

    Figur 13 zeigt schematisch die Anwendung der Erfindung bei Gleiskurven. In diesem Fall sind die Platten (4, 42, 43, 44) - in Figur 13 nur als Platten (4) bezeichnet - trapezförmig, so daß sie aneinander gereiht der Kurve der Schienen (3) folgen. Bei derartigen trapezförmigen Platten liegt es auf der Hand, daß die Begrenzung (28) (die in Figur 1 dargestellt), das Widerlager (18) (wie in Figur 12 dargestellt) oder die Balken (21) (wie in Figur 3 dargestellt) nicht durchgehend über die gesamte Länge der Platte (4, 42, 43) sich erstrecken können. Entweder wird hierbei in erfindungsgemäßer Weise gänzlich auf ein Widerlager (18) oder Balken (21) verzichtet und diese Platten nur, wie in Figur 9 oder Figur 10 beschrieben, mit den Schienen (3) verbunden oder das Widerlager (18) bzw. die Widerlager (28) oder die Balken (21) (beide in Figur 13 nicht dargestellt) erstrecken sich nicht über die gesamte Länge der Platten (4, 42, 43), sondern sind auf kleine Klötze reduziert, welche vorzugsweise im Kantenbereich der Platten (4, 42, 43, 44) angeordnet sind (nicht näher dargestellt). Figure 13 shows schematically the application of the invention to track curves. In this case the plates (4, 42, 43, 44) - in figure 13 only referred to as plates (4) - trapezoidal, so that they are against each other follow the curve of the rails (3). With such trapezoidal plates it is obvious that the limitation (28) (shown in Figure 1), the abutment (18) (as in Figure 12) or the bars (21) (as shown in FIG. 3) not continuously over the entire length of the plate (4, 42, 43) can extend. Either in this case according to the invention Completely on an abutment (18) or beam (21) dispensed with and these plates only, as in Figure 9 or Figure 10 described, connected to the rails (3) or the abutment (18) or the abutment (28) or the bar (21) (both in Figure 13 not shown) do not extend over the entire length the plates (4, 42, 43), but are reduced to small blocks, which preferably in the edge area of the plates (4, 42, 43, 44) are arranged (not shown).

    BezugszeichenlisteLIST OF REFERENCE NUMBERS

    Bahndammembankment
    11
    Schwellethreshold
    22
    Schienenrails
    33
    Platteplate
    4, 41, 42, 43, 444, 41, 42, 43, 44
    WartungswegWartungsweg
    55
    Unterbausubstructure
    66
    Rohrleitungpipeline
    77
    Tragelementsupporting member
    88th
    Mastmast
    99
    DurchgangslochThrough Hole
    1010
    BuchseRifle
    1111
    Drehelementrotating member
    1212
    Kopfhead
    1313
    Schaftshaft
    1414
    Exzenterscheibeeccentric
    1515
    Befestigungsplattemounting plate
    1616
    Schraubescrew
    1717
    Widerlagerabutment
    1818
    Erdankerground anchor
    1919
    Fertigteilprecast
    2020
    Balkenbar
    2121
    BohlenBohlen
    2222
    MobilfunksendemastMobile end mast
    2323
    Nut-Feder-ProfilierungTongue and groove profiling
    2424
    FugeGap
    2525
    Fahrbahnbelagroadbed
    2626
    Stirnbereichforehead
    2727
    Begrenzungenlimitations
    2828
    Beinelegs
    2929

    Claims (14)

    Verfahren zur anderweitigen Nutzung von Gleisen, dadurch gekennzeichnet, daß auf einem Gleis ein Fertigteil (20) für eine Nutzung als Fahr- oder Gehweg und/oder für eine Nutzung durch eine Rohrleitung (7) und/oder für ein Tragelement (8) und/oder für eine Nutzung durch einen Mast (9) angeordnet wird.Method for the other use of tracks, characterized in that a prefabricated part (20) on a track for use as a carriageway or walkway and / or for use through a pipeline (7) and / or for a support element (8) and / or is arranged for use by a mast (9). Verfahren nach Anspruch 1) dadurch gekennzeichnet, dass nach verlegen der Fertigteile (20) auf diesen ein Fahrbahnbelag (26) aufgebracht wird.Method according to Claim 1), characterized in that after the finished parts (20) have been laid, a road surface (26) is applied to them. Fertigteil zur Ausführung des Verfahrens nach Anspruch 1) oder 2), dadurch gekennzeichnet, daß das Fertigteil (20) eine begeh- oder befahrbare Platte (4, 41, 42) ist.Prefabricated part for performing the method according to claim 1) or 2), characterized in that the prefabricated part (20) is a plate (4, 41, 42) that can be walked on or driven over. Fertigteil nach Anspruch 3), dadurch gekennzeichnet, daß die Platte (41) einen Phi-förmigen Querschnitt aufweist, wobei die senkrechten Teile des Phi's (Beine 29) auf den Schienen (3) angeordnet sind.Prefabricated part according to claim 3), characterized in that the plate (41) has a phi-shaped cross-section, the vertical parts of the phi (legs 29) being arranged on the rails (3). Fertigteil zur Ausführung des Verfahrens nach Anspruch 3), dadurch gekennzeichnet, daß auf der Platte (42) ein Unterbau (6) angeordnet ist, welcher eine halbschalenförmige Mulde zur Aufnahme einer Rohrleitung (7) aufweist.Prefabricated part for carrying out the method according to claim 3), characterized in that a substructure (6) is arranged on the plate (42), which has a half-shell-shaped trough for receiving a pipeline (7). Fertigteil nach Anspruch 5), dadurch gekennzeichnet, daß auf einer Platte (42) mindestens zwei Unterbauten (6) hintereinander angeordnet sind.Prefabricated part according to claim 5), characterized in that at least two substructures (6) are arranged one behind the other on a plate (42). Fertigteil nach Anspruch 5) oder 6), dadurch gekennzeichnet, daß neben dem oder den Unterbau(ten) (6) ein Wartungsweg (5) angeordnet ist.Prefabricated part according to claim 5) or 6), characterized in that a maintenance path (5) is arranged next to the substructure (s) (6). Befestigungselement für eine Platte (4, 41, 42, 43, 44) nach einem oder mehreren der Ansprüche 3) bis 7), dadurch gekennzeichnet, daß in der Platte (4, 41,42) ein Durchgangsloch (10) angeordnet ist, in welchem sich ein Drehelement (12), bestehend aus einem Kopf (13), einem Schaft (14) und einer Exzenterscheibe (15) angeordnet ist, wobei die Exzentrizität der Exzenterscheibe (15) so groß ist, daß sie bis zum Schaft der Schiene (3) reicht.Fastening element for a plate (4, 41, 42, 43, 44) according to one or more of claims 3) to 7), characterized in that a through hole (10) is arranged in the plate (4, 41, 42), in which has a rotating element (12) consisting of a head (13), a shaft (14) and an eccentric disc (15), the eccentricity of the eccentric disc (15) being so great that it extends as far as the shaft of the rail ( 3) is enough. Befestigungselement nach Anspruch 8), dadurch gekennzeichnet, daß sich im Durchgangsloch (10) eine Buchse (11) befindet.Fastening element according to claim 8), characterized in that a bushing (11) is located in the through hole (10). Befestigungselement für eine Platte (4, 41, 42, 43, 44) nach einen oder mehreren der Ansprüche 3) bis 7), dadurch gekennzeichnet, dass in der Platte (4, 41, 42, 43, 44) eine Befestigungsplatte (16) eingelassen ist, in welcher sich ein Gewinde befindet, dass in dem Gewinde eine Schraube (17) angeordnet ist, welche in ihrer Endposition an der Schiene (3) anliegt.Fastening element for a plate (4, 41, 42, 43, 44) according to one or more of claims 3) to 7), characterized in that in the plate (4, 41, 42, 43, 44) a fastening plate (16) is embedded, in which there is a thread, that a screw (17) is arranged in the thread, which abuts the rail (3) in its end position. Befestigungselement für eine Platte (4, 41, 42, 43, 44) nach Anspruch 10), dadurch gekennzeichnet, dass die Platte (4, 41, 42, 43, 44) eine Begrenzung (28) oder ein Widerlager (18) aufweist.Fastening element for a plate (4, 41, 42, 43, 44) according to claim 10), characterized in that the plate (4, 41, 42, 43, 44) has a boundary (28) or an abutment (18). Stirnbereich einer Platte (4, 41, 42, 43, 44) nach ein oder mehreren Ansprüche 3) bis 11), dadurch gekennzeichnet, dass die Platte (4) an ihren Enden eine Nut-Feder-Profilierung (24) besitzt.Front area of a plate (4, 41, 42, 43, 44) according to one or more of claims 3) to 11), characterized in that the plate (4) has a tongue and groove profile (24) at its ends. Stirnbereich für eine Platte (4, 41, 42, 43, 44) nach einen oder mehreren Ansprüche 3) bis 11), dadurch gekennzeichnet, dass der Stirnbereich (27) der Platte (4, 41, 42, 43, 44) überlappend ausgestaltet ist.Front area for a plate (4, 41, 42, 43, 44) according to one or more of claims 3) to 11), characterized in that the front area (27) of the plate (4, 41, 42, 43, 44) is designed to overlap is. Fertigteil nach einer oder mehreren Ansprüche 3) bis 12), dadurch gekennzeichnet, dass auf der Platte (4, 41, 42, 43, 44) ein Fahrbahnbelag (26) angeordnet ist. Platte (4, 41, 42, 43, 44) nach einen oder mehreren Ansprüche 3) - 13), dadurch gekennzeichnet, dass die einen trapezförmigen Grundriß besitzten.Prefabricated part according to one or more of claims 3) to 12), characterized in that a road surface (26) is arranged on the plate (4, 41, 42, 43, 44). Plate (4, 41, 42, 43, 44) according to one or more of claims 3) - 13), characterized in that they have a trapezoidal plan.
    EP01109883A 2001-04-23 2001-04-23 Method of alternative use of tracks Expired - Lifetime EP1253245B1 (en)

    Priority Applications (6)

    Application Number Priority Date Filing Date Title
    AT01109883T ATE348917T1 (en) 2001-04-23 2001-04-23 METHOD FOR OTHER USE OF RAILWAY TRACKS
    DE50111688T DE50111688D1 (en) 2001-04-23 2001-04-23 Procedure for the other use of railway tracks
    EP01109883A EP1253245B1 (en) 2001-04-23 2001-04-23 Method of alternative use of tracks
    SK557-2002A SK5572002A3 (en) 2001-04-23 2002-04-23 Method of alternative use of railway tracks and prefabricated elements for carrying out this method
    PL353584A PL202960B1 (en) 2001-04-23 2002-04-23 Method of using channels in different ways
    HU0201352A HU225543B1 (en) 2001-04-23 2002-04-23 Procedure for alternative use of railway tracks and prefabricated unit and fastener therefore

    Applications Claiming Priority (1)

    Application Number Priority Date Filing Date Title
    EP01109883A EP1253245B1 (en) 2001-04-23 2001-04-23 Method of alternative use of tracks

    Publications (2)

    Publication Number Publication Date
    EP1253245A1 true EP1253245A1 (en) 2002-10-30
    EP1253245B1 EP1253245B1 (en) 2006-12-20

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    Application Number Title Priority Date Filing Date
    EP01109883A Expired - Lifetime EP1253245B1 (en) 2001-04-23 2001-04-23 Method of alternative use of tracks

    Country Status (6)

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    EP (1) EP1253245B1 (en)
    AT (1) ATE348917T1 (en)
    DE (1) DE50111688D1 (en)
    HU (1) HU225543B1 (en)
    PL (1) PL202960B1 (en)
    SK (1) SK5572002A3 (en)

    Cited By (3)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    GB2436342A (en) * 2006-03-23 2007-09-26 Rosehill Polymers Ltd Panel for forming a surface over which a vehicle can travel
    IT201800010140A1 (en) * 2018-11-08 2020-05-08 Francesco Ciro Scotto System for the construction of cycle and pedestrian paths or similar, starting from disused railway sections.
    FR3099936A1 (en) * 2019-08-13 2021-02-19 Eurl Lagar Concept Removable cover on a railway track

    Families Citing this family (2)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    CN103946450B (en) * 2011-10-26 2015-12-16 H·J·布斯 Vehicle line
    DE102014001531A1 (en) * 2014-02-07 2015-08-13 Mark Friedrich Railway fallow, especially listed railway

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    BE669195A (en) * 1964-09-04
    US3113722A (en) * 1961-08-29 1963-12-10 George K Kocher Apparatus for adapting railroad rails to pneumatic tired vehicles
    US3760741A (en) * 1971-06-14 1973-09-25 Owens Illinois Inc Pallet
    US3785741A (en) * 1972-02-28 1974-01-15 A Lodige Expansion joint construction for concrete slabs
    EP0959178A1 (en) * 1998-05-18 1999-11-24 SATEMO VF - Société Auxiliaire de Travaux et d'Entretien de Matériel et d'outillages de Voies Ferrées Protection device for railway track maintenance personnel
    NL1011549C2 (en) * 1998-03-13 1999-12-20 Moxa International B V Modular construction system for building elevated railway track, uses prefabricated concrete arches, longitudinal support beams and track elements installed by crane
    US6016968A (en) * 1997-07-21 2000-01-25 Oldcastle Precast, Inc. Method of making a railway crossing

    Patent Citations (7)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    US3113722A (en) * 1961-08-29 1963-12-10 George K Kocher Apparatus for adapting railroad rails to pneumatic tired vehicles
    BE669195A (en) * 1964-09-04
    US3760741A (en) * 1971-06-14 1973-09-25 Owens Illinois Inc Pallet
    US3785741A (en) * 1972-02-28 1974-01-15 A Lodige Expansion joint construction for concrete slabs
    US6016968A (en) * 1997-07-21 2000-01-25 Oldcastle Precast, Inc. Method of making a railway crossing
    NL1011549C2 (en) * 1998-03-13 1999-12-20 Moxa International B V Modular construction system for building elevated railway track, uses prefabricated concrete arches, longitudinal support beams and track elements installed by crane
    EP0959178A1 (en) * 1998-05-18 1999-11-24 SATEMO VF - Société Auxiliaire de Travaux et d'Entretien de Matériel et d'outillages de Voies Ferrées Protection device for railway track maintenance personnel

    Cited By (3)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    GB2436342A (en) * 2006-03-23 2007-09-26 Rosehill Polymers Ltd Panel for forming a surface over which a vehicle can travel
    IT201800010140A1 (en) * 2018-11-08 2020-05-08 Francesco Ciro Scotto System for the construction of cycle and pedestrian paths or similar, starting from disused railway sections.
    FR3099936A1 (en) * 2019-08-13 2021-02-19 Eurl Lagar Concept Removable cover on a railway track

    Also Published As

    Publication number Publication date
    SK5572002A3 (en) 2003-02-04
    PL353584A1 (en) 2002-11-04
    HUP0201352A3 (en) 2003-03-28
    PL202960B1 (en) 2009-08-31
    ATE348917T1 (en) 2007-01-15
    HU0201352D0 (en) 2002-06-29
    EP1253245B1 (en) 2006-12-20
    HUP0201352A2 (en) 2002-11-28
    DE50111688D1 (en) 2007-02-01
    HU225543B1 (en) 2007-03-28

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