EP1045070A1 - Machine for use when renovating a railway track - Google Patents

Machine for use when renovating a railway track Download PDF

Info

Publication number
EP1045070A1
EP1045070A1 EP00108103A EP00108103A EP1045070A1 EP 1045070 A1 EP1045070 A1 EP 1045070A1 EP 00108103 A EP00108103 A EP 00108103A EP 00108103 A EP00108103 A EP 00108103A EP 1045070 A1 EP1045070 A1 EP 1045070A1
Authority
EP
European Patent Office
Prior art keywords
track
base layer
working direction
seen
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
EP00108103A
Other languages
German (de)
French (fr)
Other versions
EP1045070B1 (en
Inventor
Steffen Knape
Friedhelm Bieger
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.)
GSG Knape Gleissanierung GmbH
Original Assignee
GSG Knape Gleissanierung GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by GSG Knape Gleissanierung GmbH filed Critical GSG Knape Gleissanierung GmbH
Publication of EP1045070A1 publication Critical patent/EP1045070A1/en
Application granted granted Critical
Publication of EP1045070B1 publication Critical patent/EP1045070B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/05—Transporting, laying, removing, or renewing both rails and sleepers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/01—Devices for working the railway-superstructure with track
    • E01B2203/015—Devices for working the railway-superstructure with track present but lifted
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/06—Placing ballast
    • E01B2203/062—New ballast
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/14—Way of locomotion or support
    • E01B2203/141—Way of locomotion or support on the track to be treated
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/14—Way of locomotion or support
    • E01B2203/145—Way of locomotion or support on the ballast

Definitions

  • the present invention relates to a device for use in renovation a track system with a substructure and a superstructure, in particular with ballast bedding, with the track laid on the substructure.
  • the invention has for its object a device of the aforementioned Specify the way in which a renewal is advantageous Way can be done.
  • a device of the type mentioned at the beginning a frame extending essentially parallel to the track, seen at least one rail undercarriage in the working direction on the front Frame, seen at least one floor undercarriage in the working direction at the back of the frame, a device for removing the track from the Substructure seen in the working direction behind the rail chassis and a device for producing a base layer, in particular for a solid road surface, in particular a hydraulically bound base layer, seen on the substructure in the working direction behind the device for Remove the track.
  • the device according to the invention can advantageously a base layer for a solid roadway, which is characterized by a is characterized by good accuracy and therefore especially for high speeds can be used.
  • a Rail running gear seen in the working direction on the front of the frame the material required for the production of the base layer advantageously about that produced in a previous operation old track can be transported to the new substructure. Seen through the floor undercarriage in the working direction at the rear of the frame becomes the work area to be bridged for the production of the base layer kept relatively short.
  • the invention is behind the rail chassis a device for dismantling the track, in particular a device to expose the rails and a device for removal the sleepers arranged.
  • the invention serves Device for simultaneously dismantling the track and producing one Base course for the solid carriageway.
  • the exposed rails can be used as Training rails can be used or removed.
  • a is on the frame Transport device for transporting the base material and if necessary, to remove the removed sleepers, in particular a portal loading device is provided.
  • the base layer material can Seen from the front in the working direction and the removed Thresholds can be transported forward. Delivery and removal take place thereby track bound, the portal loading device with known Transport devices such as bucket transport trolleys and sleeper transport trolleys can work together. That means the transport can be continuous from the car to the device according to the invention and back.
  • a device for lifting the track to one Height arranged that the device for producing the base layer is threadable.
  • the base layer is produced by the device according to the invention. After completion of the base course, the track is placed on it again.
  • Both variants can be implemented in one device, so that either can be worked with or without demolition.
  • the respective Devices for deploying the rails and removing the Sleepers on the one hand and for lifting the track on the other can be activated optionally.
  • the base layer material can be transported from the front and / or from the rear when viewed in the working direction.
  • the device according to the invention with lifting device of the track can thus also transport materials in and out done from behind.
  • transport to and from Materials can even be made from two sides.
  • a further embodiment of the invention is in the working direction seen in the back an activatable in addition or as an alternative to the floor undercarriage Rail running gear provided.
  • This additional rail undercarriage advantageously allows rail travel of the whole Device, through which the device cheaply to the intended job is transportable. Transport is therefore possible even when the device weight is high also possible over relatively long distances in a relatively simple manner. If the track is only raised, the rear rail trolley can also drive on the track that has been put down again, which means a transport of material from behind is improved.
  • the floor undercarriage is preferably designed to be retractable and extendable. In order to can be automatically changed to the ground undercarriage if that Device to the intended work place using the rail chassis was transported.
  • the device additionally comprises a mixing device for mixing the base layer material.
  • a mixing device for mixing the base layer material.
  • the base layer material on site.
  • the device shown in Figures 1 and 1a comprises a frame 1 which is in Longitudinal direction of a track 2 extends. Seen in working direction 1 at the front the frame 1 has a rail undercarriage 3 and in the working direction I. seen a crawler track 4 at the rear. In addition is in the direction of work I seen another rail undercarriage 5 provided at the rear, which alternatively or in addition to the crawler track 4 can be used.
  • the crawler track 4 is designed to be retractable and extendable.
  • the expansion device 9 for the sleepers 10 comprises a threshold sensor 11, preferably with a rotating device, and a threshold conveyor 12 for conveying the recorded sleepers to a transfer point.
  • the frame 1 also has a Device 13 for producing a base layer 14 of a solid carriageway, in particular a hydraulically bound base layer on which Substructure 15 on.
  • the device 13 for producing the base layer comprises a paver 16 for the base course material and a compressor 17 for compacting the base layer material applied to the substructure 15.
  • the frame 1 further comprises a transport device 18 for Transport of base layer material and a transport device 19 to remove the sleepers 10 from the transfer point.
  • Both transport facilities 18 and 19 are designed as portal loading devices and movable on rails 20 along the frame 1. Delivery and removal take place in the working direction I as seen forwards or from the front, where the gantry loading facilities continuously on a bucket transport wagon 21 and a sleeper trolley 22 are movable.
  • the portal loading devices 18 and 19 the sleepers can from the transfer point of the threshold extension device 9 directly to the Threshold trolley 22 are transported. It can also do that Base layer material from the container transport car 21 directly to the facility 13 are transported to produce the base layer 14.
  • a mixing device for mixing the base layer material be provided. The base layer material can can also be transported ready mixed.
  • the rails 8 of the track 2 are by the spreading and Lifting device 7 so far laterally suspended that the sleepers 10 removed and the base layer 14 is produced between the rails 8 can be.
  • the rails 8 can, as shown, be completely exposed and deposited on the surface 15 or only slightly exposed and up the finished base layer 14 are deposited. In both cases, they can then used as training rails or transported away. After removing the sleepers 10, the base layer 14 is manufactured and condensed. On the base layer 14 can then in a later step the solid carriageway can be produced with other machines.
  • the frame 1 has a device 23, for example consisting of two rail roller tongs 23a, 23b for lifting the track 2.
  • the device 23 is seen in the working direction I behind the rail chassis 3 and in particular in the area of the crawler track 4.
  • the track 2 can be raised so far by the lifting device 23 be that the device 13 for producing the base layer 14th threaded under the track 2 and the base layer 14 are produced there can.
  • the way this variant works is in the top half of Figure 1 shown.
  • the transport device 18 for transporting base material is trained in this variant so that it in a working direction I seen behind the frame 1 arranged container transport car 24th or can also drive a material conveyor. This is a transport of the necessary material possible from behind. Alternatively or at the same time, it can also be transported from the front. Also can the lifting device 23 in addition to the threshold removal device 6 can be provided, in which case both devices 6 and 23 can be switched off are designed.
  • the device starts lifting the Track 2. With movement in working direction I and after threading the Paver 16 and the compressor 17, the base layer 14 is produced and the track 2 placed on the finished base layer 14 again. Here too is the working speed due to the amount of base material transported certainly.
  • the device according to the invention is characterized by a good one Can be used because the materials are transported to and from the track can be done.
  • the base layer 14 produced can advantageously be the lower one Base layer of a solid road surface, which is characterized by good accuracy distinguished and can be used especially for high speeds is.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Battery Electrode And Active Subsutance (AREA)
  • Escalators And Moving Walkways (AREA)

Abstract

The apparatus is for use when renewing a railway track installation and has a sub-structure (15) and a super-structure. It i particularly with a ballast bedding, with the track (2) laid on the sub-structure and at least one rail movement mechanism (3) o the front of the frame (1) when viewed in the work direction (1). At least one ground movement mechanism (4) is on the rear of t frame and a device (6) for removal of the track from the sub-structure is at the rear of the rail movement mechanism. A device (13) is provided for producing a support layer (14), particularly a hydraulically bound support layer, on the sub-structure, when viewed in the work direction, behind the device for removing the track.

Description

Die vorliegende Erfindung betrifft ein Gerät zur Verwendung bei der Erneuerung einer Gleisanlage mit einem Unterbau und einem Oberbau, insbesondere mit Schotterbettung, bei auf dem Unterbau abgelegtem Gleis.The present invention relates to a device for use in renovation a track system with a substructure and a superstructure, in particular with ballast bedding, with the track laid on the substructure.

Problematisch bei der Erneuerung einer Gleisanlage ist der Zugang zu der Arbeitsstelle. Oftmals ist ein seitlicher Zugang nicht möglich. Außerdem ist oftmals ein zweites Gleis neben dem zu erneuernden Gleis vorhanden, das für den Betrieb offengehalten werden muß und daher so wenig wie möglich beeinträchtigt und auch nicht zum An- und Abtransport von Materialien verwendet werden soll.Access to the is problematic when renewing a track system Place of work. Side access is often not possible. Moreover there is often a second track next to the track to be renewed, that must be kept open for operation and therefore as little as possible impaired and also not for the transport of materials should be used.

Der Erfindung liegt die Aufgabe zugrunde, ein Gerät der eingangs genannten Art anzugeben, mit welchem eine Erneuerung in vorteilhafter Weise durchgeführt werden kann.The invention has for its object a device of the aforementioned Specify the way in which a renewal is advantageous Way can be done.

Diese Aufgabe wird durch ein Gerät der eingangs genannten Art gelöst mit einem sich im wesentlichen parallel zum Gleis erstreckenden Rahmen, mindestens einem Schienenfahrwerk in Arbeitsrichtung gesehen vorne am Rahmen, mindestens einem Bodenfahrwerk in Arbeitsrichtung gesehen hinten am Rahmen, einer Einrichtung zum Entfernen des Gleises vom Unterbau in Arbeitsrichtung gesehen hinter dem Schienenfahrwerk und einer Einrichtung zum Herstellen einer Tragschicht, insbesondere für eine feste Fahrbahn, insbesondere einer hydraulisch gebundenen Tragschicht, auf dem Unterbau in Arbeitsrichtung gesehen hinter der Einrichtung zum Entfernen des Gleises.This object is achieved with a device of the type mentioned at the beginning a frame extending essentially parallel to the track, seen at least one rail undercarriage in the working direction on the front Frame, seen at least one floor undercarriage in the working direction at the back of the frame, a device for removing the track from the Substructure seen in the working direction behind the rail chassis and a device for producing a base layer, in particular for a solid road surface, in particular a hydraulically bound base layer, seen on the substructure in the working direction behind the device for Remove the track.

Mit dem erfindungsgemäßen Gerät kann vorteilhafterweise eine Tragschicht für eine feste Fahrbahn hergestellt werden, die sich durch eine gute Genauigkeit auszeichnet und daher insbesondere für hohe Geschwindigkeiten eingesetzt werden kann. Durch die Verwendung eines Schienenfahrwerks in Arbeitsrichtung gesehen vorne am Rahmen kann das für die Herstellung der Tragschicht erforderliche Material vorteilhafterweise über das auf dem in einem vorhergehenden Arbeitsgang hergestellten neuen Unterbau abgelegte alte Gleis antransportiert werden. Durch das Bodenfahrwerk in Arbeitsrichtung gesehen hinten am Rahmen wird der für die Herstellung der Tragschicht zu überbrückende Arbeitsbereich verhältnismäßig kurz gehalten.With the device according to the invention can advantageously a base layer for a solid roadway, which is characterized by a is characterized by good accuracy and therefore especially for high speeds can be used. By using a Rail running gear seen in the working direction on the front of the frame the material required for the production of the base layer advantageously about that produced in a previous operation old track can be transported to the new substructure. Seen through the floor undercarriage in the working direction at the rear of the frame becomes the work area to be bridged for the production of the base layer kept relatively short.

Nach einer Ausgestaltung der Erfindung ist hinter dem Schienenfahrwerk eine Vorrichtung zum Rückbauen des Gleises, insbesondere eine Vorrichtung zum Aussetzen der Schienen und eine Vorrichtung zum Ausbau der Schwellen angeordnet. Bei dieser Ausgestaltung dient das erfindungsgemäße Gerät gleichzeitig zum Gleisrückbau und zur Herstellung einer Tragschicht für die feste Fahrbahn. Die ausgesetzten Schienen können als Lehrschienen verwendet oder abtransportiert werden.According to one embodiment of the invention is behind the rail chassis a device for dismantling the track, in particular a device to expose the rails and a device for removal the sleepers arranged. In this embodiment, the invention serves Device for simultaneously dismantling the track and producing one Base course for the solid carriageway. The exposed rails can be used as Training rails can be used or removed.

Nach einer weiteren Ausgestaltung der Erfindung ist auf dem Rahmen eine Transporteinrichtung zum Antransport des Tragschichtmaterials und gegebenenfalls zum Abtransport der ausgebauten Schwellen, insbesondere eine Portalladeeinrichtung, vorgesehen. Dabei können das Tragschichtmaterial in Arbeitsrichtung gesehen von vorne an- und die ausgebauten Schwellen nach vorne abtransportierbar sein. An- und Abtransport erfolgen dadurch gleisgebunden, wobei die Portalladeeinrichtung mit bekannten Transportgeräten wie Kübeltransportwagen und Schwellentransportwagen zusammenarbeiten kann. Das heißt, der Transport kann kontinuierlich von den Wagen auf das erfindungsgemäße Gerät und zurück erfolgen.According to a further embodiment of the invention, a is on the frame Transport device for transporting the base material and if necessary, to remove the removed sleepers, in particular a portal loading device is provided. The base layer material can Seen from the front in the working direction and the removed Thresholds can be transported forward. Delivery and removal take place thereby track bound, the portal loading device with known Transport devices such as bucket transport trolleys and sleeper transport trolleys can work together. That means the transport can be continuous from the car to the device according to the invention and back.

Nach einer weiteren Ausgestaltung der Erfindung ist in Arbeitsrichtung gesehen hinter dem Schienenfahrwerk, insbesondere in der Nähe des Bodenfahrwerks, eine Einrichtung zum Anheben des Gleises auf eine solche Höhe angeordnet, daß die Einrichtung zum Herstellen der Tragschicht einfädelbar ist. Bei dieser Ausgestaltung des Gerätes kann der Einbau der Tragschicht ohne Rückbau des Gleises erfolgen. Das auf dem Unterbau abgelegte Gleis wird lediglich angehoben, und unter diesem angehobenen Gleis wird die Tragschicht durch das erfindungsgemäße Gerät herstellt. Nach Fertigstellung der Tragschicht wird das Gleis auf diese wieder abgelegt. Beide Varianten können in einem Gerät realisiert sein, so daß wahlweise mit oder ohne Gleisrückbau gearbeitet werden kann. Die jeweiligen Einrichtungen zum Aussetzen der Schienen und zum Ausbauen der Schwellen einerseits und zum Anheben des Gleises andererseits sind hierfür wahlweise aktivierbar.According to a further embodiment of the invention is in the working direction seen behind the rail undercarriage, especially near the ground undercarriage, a device for lifting the track to one Height arranged that the device for producing the base layer is threadable. With this configuration of the device, the installation of the Base layer without dismantling the track. That on the base discarded track is only raised, and raised under it The base layer is produced by the device according to the invention. After completion of the base course, the track is placed on it again. Both variants can be implemented in one device, so that either can be worked with or without demolition. The respective Devices for deploying the rails and removing the Sleepers on the one hand and for lifting the track on the other can be activated optionally.

Nach einer weiteren Ausgestaltung der Erfindung ist das Tragschichtmaterial in Arbeitsrichtung gesehen von vorne und/oder von hinten antransportierbar. Bei dem erfindungsgemäßen Gerät mit Einrichtung zum Anheben des Gleises kann somit ein An- und Abtransport von Materialien auch von hinten erfolgen. Darüber hinaus kann ein An- und Abtransport von Materialien sogar von zwei Seiten aus erfolgen.According to a further embodiment of the invention, the base layer material Can be transported from the front and / or from the rear when viewed in the working direction. In the device according to the invention with lifting device of the track can thus also transport materials in and out done from behind. In addition, transport to and from Materials can even be made from two sides.

Nach einer weiteren Ausgestaltung der Erfindung ist in Arbeitsrichtung gesehen hinten ein zusätzlich oder alternativ zum Bodenfahrwerk aktivierbares Schienenfahrwerk vorgesehen. Dieses zusätzliche Schienenfahrwerk ermöglicht vorteilhafterweise eine Schienenfahrbarkeit des gesamten Gerätes, durch welche das Gerät günstig zu der vorgesehenen Arbeitsstelle transportierbar ist. Auch bei hohem Gerätegewicht ist somit ein Transport auch über größere Strecken in verhältnismäßig einfacher Weise möglich. Bei nur angehobenem Gleis kann das hintere Schienenfahrwerk außerdem auf dem wieder abgelegten Gleis fahren, wodurch ein Antransport von Material von hinten verbessert ist.According to a further embodiment of the invention is in the working direction seen in the back an activatable in addition or as an alternative to the floor undercarriage Rail running gear provided. This additional rail undercarriage advantageously allows rail travel of the whole Device, through which the device cheaply to the intended job is transportable. Transport is therefore possible even when the device weight is high also possible over relatively long distances in a relatively simple manner. If the track is only raised, the rear rail trolley can also drive on the track that has been put down again, which means a transport of material from behind is improved.

Bevorzugt ist das Bodenfahrwerk ein- und ausfahrbar ausgebildet. Damit kann automatisch ein Wechsel auf das Bodenfahrwerk erfolgen, wenn das Gerät an die vorgesehene Arbeitsstelle mittels des Schienenfahrwerks transportiert wurde.The floor undercarriage is preferably designed to be retractable and extendable. In order to can be automatically changed to the ground undercarriage if that Device to the intended work place using the rail chassis was transported.

Nach einer weitere Ausgestaltung der Erfindung umfaßt das Gerät zusätzlich eine Mischvorrichtung zum Mischen des Tragschichtmaterials. Damit ist es möglich, das Tragschichtmaterial vor Ort zu mischen. Selbstverständlich ist es auch möglich, das Tragschichtmaterial fertig gemischt anzutransportieren.According to a further embodiment of the invention, the device additionally comprises a mixing device for mixing the base layer material. In order to it is possible to mix the base layer material on site. Of course it is also possible to transport the base layer material ready mixed.

Ausführungsbeispiele der Erfindung sind in der Zeichnung dargestellt und werden nachfolgend beschrieben. Es zeigen, jeweils in schematischer Darstellung,

Figur 1
eine Seitenansicht einer ersten Variante des erfindungsgemäßen Gerätes im Arbeitseinsatz,
Figur 1a
einen Ausschnitt aus Figur 1 in vergrößerter Darstellung,
Figur 2
eine Draufsicht auf einen Abschnitt einer durch ein erfindungsgemäßes Gerät bearbeiteten Gleisanlage und
Figur 3
eine Seitenansicht einer zweiten Variante des erfindungsgemäßen Gerätes im Arbeitseinsatz.
Embodiments of the invention are shown in the drawing and are described below. They show, each in a schematic representation,
Figure 1
a side view of a first variant of the device according to the invention in work,
Figure 1a
2 shows a detail from FIG. 1 in an enlarged representation,
Figure 2
a plan view of a portion of a track system processed by an inventive device and
Figure 3
a side view of a second variant of the device according to the invention in work.

Das in Figur 1 und 1a gezeigte Gerät umfaßt einen Rahmen 1, der sich in Längsrichtung eines Gleises 2 erstreckt. In Arbeitsrichtung 1 gesehen vorne weist der Rahmen 1 ein Schienenfahrwerk 3 und in Arbeitsrichtung I gesehen hinten ein Raupenfahrwerk 4 auf. Zusätzlich ist in Arbeitsrichtung I gesehen hinten ein weiteres Schienenfahrwerk 5 vorgesehen, welches alternativ oder zusätzlich zum Raupenfahrwerk 4 einsetzbar ist. Hierfür ist das Raupenfahrwerk 4 ein- und ausfahrbar ausgestaltet.The device shown in Figures 1 and 1a comprises a frame 1 which is in Longitudinal direction of a track 2 extends. Seen in working direction 1 at the front the frame 1 has a rail undercarriage 3 and in the working direction I. seen a crawler track 4 at the rear. In addition is in the direction of work I seen another rail undercarriage 5 provided at the rear, which alternatively or in addition to the crawler track 4 can be used. For this purpose, the crawler track 4 is designed to be retractable and extendable.

In Arbeitsrichtung I hinter dem Schienenfahrwerk 3 ist an dem Rahmen 1 eine Gleisrückbauvorrichtung 6 mit Spreiz- und Hebeeinrichtung 7, beispielsweise bestehend aus zwei Schienenrollenzangen 7a, 7b, zum Aussetzen der Schienen 8 des Gleises 2 und eine Vorrichtung 9 zum Ausbauen der Schwellen 10 angeordnet. Die Ausbauvorrichtung 9 für die Schwellen 10 umfaßt dabei einen Schwellenaufnehmer 11, vorzugsweise mit Drehvorrichtung, und eine Schwellenfördereinrichtung 12 zum Fördern der aufgenommenen Schwellen an eine Übergabestelle. In Arbeitsrichtung I hinter der Gleisrückbauvorrichtung 6 weist der Rahmen 1 desweiteren eine Einrichtung 13 zum Herstellen einer Tragschicht 14 einer festen Fahrbahn, insbesondere einer hydraulisch gebundenen Tragschicht, auf dem Unterbau 15 auf. Die Einrichtung 13 zum Herstellen der Tragschicht umfaßt einen Fertiger 16 für das Tragschichtmaterial und einen Verdichter 17 zum Verdichten des auf den Unterbau 15 aufgebrachten Tragschichtmaterials.In the working direction I behind the rail undercarriage 3 is on the frame 1 a track dismantling device 6 with spreading and lifting device 7, for example consisting of two rail roller tongs 7a, 7b, to suspend the rails 8 of the track 2 and a device 9 for removal the sleepers 10 arranged. The expansion device 9 for the sleepers 10 comprises a threshold sensor 11, preferably with a rotating device, and a threshold conveyor 12 for conveying the recorded sleepers to a transfer point. In working direction I behind the track dismantling device 6, the frame 1 also has a Device 13 for producing a base layer 14 of a solid carriageway, in particular a hydraulically bound base layer on which Substructure 15 on. The device 13 for producing the base layer comprises a paver 16 for the base course material and a compressor 17 for compacting the base layer material applied to the substructure 15.

Der Rahmen 1 umfaßt desweiteren eine Transporteinrichtung 18 zum Antransport von Tragschichtmaterial und eine Transporteinrichtung 19 zum Abtransport der Schwellen 10 von der Übergabestelle. Beide Transporteinrichtungen 18 und 19 sind als Portalladeeinrichtungen ausgebildet und auf Schienen 20 längs des Rahmens 1 verfahrbar. An- und Abtransport erfolgen dabei in Arbeitsrichtung I gesehen nach vorne bzw. von vorne, wo die Portalladeeinrichtungen kontinuierlich auf einen Kübeltransportwagen 21 und einen Schwellentransportwagen 22 verfahrbar sind. Mittels der Portalladeeinrichtungen 18 und 19 können so die Schwellen von der Übergabestelle der Schwellenausbauvorrichtung 9 direkt auf den Schwellentransportwagen 22 transportiert werden. Ebenso kann das Tragschichtmaterial vom Kübeltransportwagen 21 direkt zu der Einrichtung 13 zum Herstellen der Tragschicht 14 transportiert werden. Zusätzlich kann an dem Rahmen 1 eine Mischvorrichtung zu Mischen des Tragschichtmaterials vorgesehen sein. Das Tragschichtmaterial kann aber auch fertig gemischt antransportiert werden.The frame 1 further comprises a transport device 18 for Transport of base layer material and a transport device 19 to remove the sleepers 10 from the transfer point. Both transport facilities 18 and 19 are designed as portal loading devices and movable on rails 20 along the frame 1. Delivery and removal take place in the working direction I as seen forwards or from the front, where the gantry loading facilities continuously on a bucket transport wagon 21 and a sleeper trolley 22 are movable. By means of the portal loading devices 18 and 19, the sleepers can from the transfer point of the threshold extension device 9 directly to the Threshold trolley 22 are transported. It can also do that Base layer material from the container transport car 21 directly to the facility 13 are transported to produce the base layer 14. In addition can on the frame 1, a mixing device for mixing the base layer material be provided. The base layer material can can also be transported ready mixed.

In der unteren Hälfte von Figur 2 ist die Arbeitsweise des Gerätes von Figur 1 erkennbar. Die Schienen 8 des Gleises 2 werden durch die Spreiz- und Hebeeinrichtung 7 so weit seitlich ausgesetzt, daß die Schwellen 10 ausgebaut und die Tragschicht 14 zwischen den Schienen 8 hergestellt werden kann. Die Schienen 8 können, wie dargestellt, ganz ausgesetzt und auf dem Untergrund 15 abgesetzt oder nur etwas ausgesetzt und auf die fertige Tragschicht 14 abgesetzt werden. In beiden Fällen können sie anschließend als Lehrschienen verwendet oder abtransportiert werden. Nach Ausbauen der Schwellen 10 wird die Tragschicht 14 gefertigt und verdichtet. Auf der Tragschicht 14 kann dann in einem späteren Arbeitsgang mit anderen Maschinen die feste Fahrbahn hergestellt werden.In the lower half of Figure 2 is the operation of the device of Figure 1 recognizable. The rails 8 of the track 2 are by the spreading and Lifting device 7 so far laterally suspended that the sleepers 10 removed and the base layer 14 is produced between the rails 8 can be. The rails 8 can, as shown, be completely exposed and deposited on the surface 15 or only slightly exposed and up the finished base layer 14 are deposited. In both cases, they can then used as training rails or transported away. After removing the sleepers 10, the base layer 14 is manufactured and condensed. On the base layer 14 can then in a later step the solid carriageway can be produced with other machines.

Bei der in Figur 3 dargestellten Variante des erfindungsgemäßen Gerätes weist der Rahmen 1 eine Vorrichtung 23, beispielsweise bestehend aus zwei Schienenrollenzangen 23a, 23b, zum Anheben des Gleises 2 auf.In the variant of the device according to the invention shown in FIG. 3 the frame 1 has a device 23, for example consisting of two rail roller tongs 23a, 23b for lifting the track 2.

Die Vorrichtung 23 ist in Arbeitsrichtung I gesehen hinter dem Schienenfahrwerk 3 und insbesondere im Bereich des Raupenfahrwerks 4 angeordnet. Durch die Hebevorrichtung 23 kann das Gleis 2 so weit angehoben werden, daß die Einrichtung 13 zum Herstellen der Tragschicht 14 unter das Gleis 2 eingefädelt und dort die Tragschicht 14 hergestellt werden kann. Die Arbeitsweise dieser Variante ist in der oberen Hälfte von Figur 1 dargestellt.The device 23 is seen in the working direction I behind the rail chassis 3 and in particular in the area of the crawler track 4. The track 2 can be raised so far by the lifting device 23 be that the device 13 for producing the base layer 14th threaded under the track 2 and the base layer 14 are produced there can. The way this variant works is in the top half of Figure 1 shown.

Die Transportvorrichtung 18 zum Antransport von Tragschichtmaterial ist bei dieser Variante so ausgebildet, daß sie auf einen in Arbeitsrichtung I gesehen hinter dem Rahmen 1 angeordneten Kübeltransportwagen 24 oder auch einen Materialförderwagen auffahren kann. Damit ist ein Antransport des erforderlichen Materials von hinten möglich. Alternativ oder gleichzeitig kann ein Antransport aber auch von vorne erfolgen. Auch kann die Hebevorrichtung 23 zusätzlich zu der Schwellenausbaueinrichtung 6 vorgesehen sein, wobei dann beide Vorrichtungen 6 und 23 abschaltbar ausgestaltet sind.The transport device 18 for transporting base material is trained in this variant so that it in a working direction I seen behind the frame 1 arranged container transport car 24th or can also drive a material conveyor. This is a transport of the necessary material possible from behind. Alternatively or at the same time, it can also be transported from the front. Also can the lifting device 23 in addition to the threshold removal device 6 can be provided, in which case both devices 6 and 23 can be switched off are designed.

Zum Einsatz des erfindungsgemäßen Gerätes wird dieses mittels der Schienenfahrwerke 3 und 5 an die vorgesehene Arbeitsstelle transportiert. Dann wird das Raupenfahrwerk 4 ausgefahren und die Arbeit begonnen. Bei der Variante von Figur 1 werden die Schwellen 10 ausgebaut und über die Transporteinrichtung 19 abtransportiert. Im selben Takt wird durch die Transporteinrichtung 18 Tragschichtmaterial antransportiert, welches dann von der Einrichtung 13 zur Herstellung der Tragschicht 14 verwendet wird. Das Gerät bewegt sich dabei in Arbeitsrichtung I vorwärts, wobei die Arbeitsgeschwindigkeit von der Menge des antransportierten Tragschichtmaterials abhängt, also insbesondere vom Inhalt der hierfür verwendeten Kübel oder Materialförderwagen. In entsprechender Geschwindigkeit werden die Schwellen 10 abtransportiert.To use the device according to the invention, this is by means of Rail trolleys 3 and 5 transported to the intended job. Then the crawler track 4 is extended and the work is started. In the variant of Figure 1, the thresholds 10 are removed and over the transport device 19 transported away. In the same measure is through the transport device 18 transports base material, which then used by the device 13 for producing the base layer 14 becomes. The device moves forward in working direction I, whereby the working speed of the amount of base material transported depends, in particular on the content of those used for this Buckets or material conveyors. At the appropriate speed the thresholds 10 are removed.

Bei der Variante von Figur 3 beginnt das Gerät mit dem Anheben des Gleises 2. Mit Fortbewegung in Arbeitsrichtung I und nach Einfädeln des Fertigers 16 und des Verdichters 17 wird die Tragschicht 14 hergestellt und das Gleis 2 auf die fertige Tragschicht 14 wieder abgelegt. Auch hier ist die Arbeitsgeschwindigkeit durch die antransportierte Tragschichtmaterialmenge bestimmt.In the variant of Figure 3, the device starts lifting the Track 2. With movement in working direction I and after threading the Paver 16 and the compressor 17, the base layer 14 is produced and the track 2 placed on the finished base layer 14 again. Here too is the working speed due to the amount of base material transported certainly.

In jedem Fall zeichnet sich das erfindungsgemäße Gerät durch eine gute Einsetzbarkeit aus, da An- und Abtransport der Materialien gleisgebunden erfolgen kann. Durch die Kombination von Schienen- und Raupenfahrwerk 3, 5 muß nur ein verhältnismäßig kurzer Arbeitsabstand überbrückt werden. Die hergestellte Tragschicht 14 kann vorteilhafterweise als untere Tragschicht einer festen Fahrbahn dienen, die sich durch gute Genauigkeit auszeichnet und insbesondere für hohe Geschwindigkeiten einsetzbar ist. In any case, the device according to the invention is characterized by a good one Can be used because the materials are transported to and from the track can be done. By combining rail and crawler tracks 3, 5 only bridged a relatively short working distance become. The base layer 14 produced can advantageously be the lower one Base layer of a solid road surface, which is characterized by good accuracy distinguished and can be used especially for high speeds is.

BezugszeichenlisteReference list

11
Rahmenframe
22nd
Gleistrack
33rd
SchienenfahrwerkRail running gear
44th
BodenfahrwerkFloor undercarriage
55
zweites Schienenfahrwerksecond rail undercarriage
66
GleisrückbaueinrichtungTrack dismantling facility
77
Spreiz- und HebeeinrichtungSpreading and lifting device
7a7a
SchienenrollenzangenRail roller tongs
7b7b
SchienenrollenzangenRail roller tongs
88th
Schienerail
99
SchwellenausbauvorrichtungThreshold removal device
1010th
Schwellethreshold
1111
SchwellenaufnehmerThreshold transducer
1212th
SchwellenfördereinrichtungThreshold conveyor
1313
TragschichtherstelleinrichtungBase course manufacturing facility
1414
TragschichtBase course
1515
UnterbauSubstructure
1616
TragschichtmaterialfertigerBase layer material paver
1717th
TragschichtverdichterBase layer compactor
1818th
Transporteinrichtung für TragschichtmaterialTransport device for base layer material
1919th
SchwellentransporteinrichtungThreshold transport device
2020th
TransportschieneTransport rail
2121
KübeltransportwagenContainer transport trolleys
2222
SchwellentransportwagenSleeper trolley
2323
Gleishebevorrichtung Track lifting device
23a23a
SchienenrollenzangenRail roller tongs
23b23b
SchienenrollenzangenRail roller tongs
2424th
KübeltransportwagenContainer transport trolleys
II.
ArbeitsrichtungWorking direction

Claims (9)

Gerät zur Verwendung bei der Erneuerung einer Gleisanlage mit einem Unterbau (15) und einem Oberbau, insbesondere mit Schotterbettung, bei auf dem Unterbau (15) abgelegtem Gleis (2) mit einem sich im wesentlichen parallel zum Gleis (2) erstreckenden Rahmen (1), mindestens einem Schienenfahrwerk (3) in Arbeitsrichtung (I) gesehen vorne am Rahmen (1), mindestens einem Bodenfahrwerk (4) in Arbeitsrichtung (I) gesehen hinten am Rahmen (1), einer Einrichtung (6, 23) zum Entfernen des Gleises (2) vom Unterbau (15) in Arbeitsrichtung (I) gesehen hinter dem Schienenfahrwerk (3) und einer Einrichtung (13) zum Herstellen einer Tragschicht (14), insbesondere für eine feste Fahrbahn, insbesondere einer hydraulisch gebundenen Tragschicht, auf dem Unterbau (15) in Arbeitsrichtung (I) gesehen hinter der Einrichtung (6, 23) zum Entfernen des Gleises (2).Device for use in the renewal of a track system with a Substructure (15) and a superstructure, in particular with ballast bedding, with track (2) deposited on the substructure (15) with a frame extending essentially parallel to the track (2) (1), at least one rail carriage (3) in the working direction (I) seen at the front on the frame (1), at least one floor undercarriage (4) seen in the working direction (I) at the rear of the frame (1), a device (6, 23) for removing the track (2) from the substructure (15) in Working direction (I) seen behind the rail undercarriage (3) and one Device (13) for producing a base layer (14), in particular for a solid road, especially a hydraulic one bound base layer, on the substructure (15) in the working direction (I) seen behind the device (6, 23) for removing the track (2). Gerät nach Anspruch 1,
dadurch gekennzeichnet,
daß hinter dem Schienenfahrwerk (3) eine Vorrichtung (6) zum Rückbauen des Gleises (2), insbesondere eine Vorrichtung (12) zum Aussetzen der Schienen (8) und eine Vorrichtung zum Ausbauen der Schwellen (10) angeordnet ist.Device according to claim 1,
characterized,
that a device (6) for dismantling the track (2), in particular a device (12) for releasing the rails (8) and a device for removing the sleepers (10) is arranged behind the rail running gear (3). Gerät nach Anspruch 1 oder 2,
dadurch gekennzeichnet,
daß auf dem Rahmen (1) eine Transporteinrichtung (18, 19) zum Antransport des Tragschichtmaterials und gegebenenfalls zum Abtransport der ausgebauten Schwellen (10), insbesondere eine Portalladeeinrichtung, vorgesehen ist.Device according to claim 1 or 2,
characterized,
that a transport device (18, 19) is provided on the frame (1) for the transport of the base layer material and, if appropriate, for the removal of the removed sleepers (10), in particular a portal loading device. Gerät nach Anspruch 3,
dadurch gekennzeichnet,
daß das Tragschichtmaterial in Arbeitsrichtung (I) gesehen von vorne an- und die ausgebauten Schwellen (10) nach vorne abtransportierbar sind.Device according to claim 3,
characterized,
that the base layer material viewed in the working direction (I) from the front and the disassembled sleepers (10) can be removed to the front. Gerät nach einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
daß in Arbeitsrichtung (I) gesehen hinter dem Schienenfahrwerk (3), insbesondere in der Nähe des Bodenfahrwerks (4), eine Einrichtung (23) zum Anheben des Gleises (2) auf eine solche Höhe angeordnet ist, daß die Einrichtung (13) zum Herstellen der Tragschicht (14) einfädelbar ist.Device according to one of the preceding claims,
characterized,
that seen in the working direction (I) behind the rail undercarriage (3), in particular in the vicinity of the floor undercarriage (4), a device (23) for lifting the track (2) is arranged to such a height that the device (13) for Manufacture of the base layer (14) is threadable. Gerät nach Anspruch 5,
dadurch gekennzeichnet,
daß das Tragschichtmaterial in Arbeitsrichtung (I) gesehen von vorne und/oder von hinten antransportierbar ist.Device according to claim 5,
characterized,
that the base layer material seen in the working direction (I) can be transported from the front and / or from the rear. Gerät nach einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
daß in Arbeitsrichtung (I) gesehen hinten zusätzlich ein alternativ zum Bodenfahrwerk (4) aktivierbares Schienenfahrwerk (5) vorgesehen ist.Device according to one of the preceding claims,
characterized,
that, seen in the working direction (I), there is additionally provided a rail running gear (5) which can be activated as an alternative to the floor running gear (4). Gerät nach Anspruch 7,
dadurch gekennzeichnet,
daß das Bodenfahrwerk (4) ein- und ausfahrbar ausgebildet ist.Device according to claim 7,
characterized,
that the floor undercarriage (4) is designed to be retractable and extendable. Gerät nach einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
daß es eine Mischvorrichtung zur Mischung des Tragschichtmaterials umfaßt.Device according to one of the preceding claims,
characterized,
that it comprises a mixing device for mixing the base material.
EP00108103A 1999-04-13 2000-04-12 Machine for use when renovating a railway track Expired - Lifetime EP1045070B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19916585A DE19916585A1 (en) 1999-04-13 1999-04-13 Device for use in the renewal of a track system
DE19916585 1999-04-13

Publications (2)

Publication Number Publication Date
EP1045070A1 true EP1045070A1 (en) 2000-10-18
EP1045070B1 EP1045070B1 (en) 2006-06-28

Family

ID=7904358

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00108103A Expired - Lifetime EP1045070B1 (en) 1999-04-13 2000-04-12 Machine for use when renovating a railway track

Country Status (5)

Country Link
EP (1) EP1045070B1 (en)
AT (1) ATE331842T1 (en)
DE (2) DE19916585A1 (en)
ES (1) ES2262466T3 (en)
PT (1) PT1045070E (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1939354A2 (en) * 2006-12-18 2008-07-02 GSG Knape Gleissanierung GmbH Method and device for manufacturing or renovation of a scrapped railway track
CN103074829A (en) * 2013-01-05 2013-05-01 中铁重工有限公司 Railway switch changing construction method and railway switch track laying unit thereof

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012220916A1 (en) * 2012-11-15 2014-05-15 K&K Maschinenentwicklungs GmbH & Co. KG Process for the new production, renovation or dismantling of a railroad track
DE102014000351A1 (en) * 2014-01-16 2015-07-16 PROTHUR Maschinen- und Anlagenbau GmbH Abplattungsanlage

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4108076A (en) * 1975-11-10 1978-08-22 Fritz Knape Method for removing ballast from railroad tracks
US5664498A (en) * 1995-10-31 1997-09-09 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track renewal machgine
FR2759101A1 (en) * 1997-01-31 1998-08-07 Desquenne & Giral System for replacing worn=out railway sleepers e.g. beside platforms

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4324301A1 (en) * 1993-07-20 1995-01-26 Heilit & Woerner Bau Ag Arrangement and method for producing a ballastless track superstructure
DE4339833C2 (en) * 1993-11-23 1996-04-18 Euka Bauelemente Verkaufsgesel Construction machine for the new construction, expansion or dismantling of paved traffic routes

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4108076A (en) * 1975-11-10 1978-08-22 Fritz Knape Method for removing ballast from railroad tracks
US5664498A (en) * 1995-10-31 1997-09-09 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track renewal machgine
FR2759101A1 (en) * 1997-01-31 1998-08-07 Desquenne & Giral System for replacing worn=out railway sleepers e.g. beside platforms

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1939354A2 (en) * 2006-12-18 2008-07-02 GSG Knape Gleissanierung GmbH Method and device for manufacturing or renovation of a scrapped railway track
EP1939354A3 (en) * 2006-12-18 2009-05-20 GSG Knape Gleissanierung GmbH Method and device for manufacturing or renovation of a scrapped railway track
CN103074829A (en) * 2013-01-05 2013-05-01 中铁重工有限公司 Railway switch changing construction method and railway switch track laying unit thereof

Also Published As

Publication number Publication date
DE50013079D1 (en) 2006-08-10
ATE331842T1 (en) 2006-07-15
PT1045070E (en) 2006-10-31
ES2262466T3 (en) 2006-12-01
DE19916585A1 (en) 2000-10-19
EP1045070B1 (en) 2006-06-28

Similar Documents

Publication Publication Date Title
DE2023931C2 (en) Track renewal train for continuously changing sleepers and / or rails on a track
DE2550391C2 (en) Method for removing bedding material from ballast bedding
EP0255564B1 (en) Machine for replacing or renewing the rails and sleepers of an existing track
DD207014A5 (en) PLANABLE APPARATUS AND METHOD FOR THE CONTINUOUS PROGRESSIVE RENOVATION OF PAVEMENT
EP2054552B1 (en) Method and device for renewing a ballast bed
DD144578A5 (en) DEVICE FOR REPLACING THE RAILS AND THRESHIGHTS OF A TRAIL
EP2709892B1 (en) Railway work vehicle
DE2754811A1 (en) MOBILE DEVICE FOR LAYING THRESHOLDS
DE4431503A1 (en) Machine for preparing welding work on a track
AT398097B (en) SYSTEM FOR PRODUCING A PLANUM PROTECTIVE LAYER
AT406493B (en) TRACK CONSTRUCTION MACHINE FOR CARRYING OUT TRACK WORK
EP1162312A1 (en) Machine for renewing a railway track
CH628380A5 (en) MOBILE DEVICE FOR THE CONTINUOUS REPLACEMENT OF A RAILWAY consisting of RAILS AND SILLS.
EP0712961A1 (en) Method and arrangement for the subgrade-rehabilitation of the ballast of a railway track
EP0348585A1 (en) Arrangement of machines moving along a track for laying or removing sleepers
DD283851A5 (en) MACHINE AND METHOD FOR SIDE SHIFTING OF A RAIL AND CRANE TRAVEL
DE3908007A1 (en) TRACK CONSTRUCTION MACHINE WITH TRACK STABILIZER
DE4235360C2 (en) Track renewal train for the renewal of a railway track
DE3634398C2 (en) Mobile system for the continuous renewal of the rails and sleepers of a track
DE202008003589U1 (en) Track rehabilitation machine with base layer milling machine
EP1045070A1 (en) Machine for use when renovating a railway track
DE3834313A1 (en) Method and apparatus for producing a track-ballast formation
EP1881110B1 (en) Device and method for extending a track composed of track fields or track sections
DE69609928T2 (en) Process for renewing track systems
DE2927256A1 (en) TRACK SLEEVE REPLACEMENT DEVICE WITH BALK BED LOWERING AND LEVELING DEVICE

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

AKX Designation fees paid
17P Request for examination filed

Effective date: 20010418

RBV Designated contracting states (corrected)

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

17Q First examination report despatched

Effective date: 20031008

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

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

Ref country code: GB

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

Effective date: 20060628

Ref country code: NL

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

Effective date: 20060628

Ref country code: FI

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

Effective date: 20060628

Ref country code: IE

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

Effective date: 20060628

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20060628

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REF Corresponds to:

Ref document number: 50013079

Country of ref document: DE

Date of ref document: 20060810

Kind code of ref document: P

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

Ref country code: SE

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

Effective date: 20060928

Ref country code: DK

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

Effective date: 20060928

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Effective date: 20060828

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2262466

Country of ref document: ES

Kind code of ref document: T3

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 20060628

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

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

26N No opposition filed

Effective date: 20070329

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

BERE Be: lapsed

Owner name: GSG KNAPE GLEISSANIERUNG G.M.B.H.

Effective date: 20070430

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

Ref country code: CH

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

Effective date: 20070430

Ref country code: LI

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

Effective date: 20070430

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

Ref country code: BE

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

Effective date: 20070430

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

Ref country code: GR

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

Effective date: 20060929

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

Ref country code: MC

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

Effective date: 20070430

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

Ref country code: LU

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

Effective date: 20070412

Ref country code: CY

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

Effective date: 20060628

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

Ref country code: ES

Payment date: 20110426

Year of fee payment: 12

Ref country code: PT

Payment date: 20110407

Year of fee payment: 12

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

Ref country code: IT

Payment date: 20110421

Year of fee payment: 12

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

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

Effective date: 20121012

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

Ref country code: PT

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

Effective date: 20121012

Ref country code: IT

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

Effective date: 20120412

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 50013079

Country of ref document: DE

Representative=s name: MANITZ, FINSTERWALD & PARTNER GBR, DE

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

Ref country code: AT

Payment date: 20120411

Year of fee payment: 13

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 50013079

Country of ref document: DE

Representative=s name: MANITZ, FINSTERWALD & PARTNER GBR, DE

Effective date: 20130320

Ref country code: DE

Ref legal event code: R081

Ref document number: 50013079

Country of ref document: DE

Owner name: KNAPE GRUPPE HOLDING GMBH, DE

Free format text: FORMER OWNER: GSG KNAPE GLEISSANIERUNG GMBH, 85737 ISMANING, DE

Effective date: 20130320

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

Ref country code: FR

Payment date: 20130610

Year of fee payment: 14

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20131030

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

Ref country code: ES

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

Effective date: 20120413

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

Ref country code: DE

Payment date: 20140627

Year of fee payment: 15

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 331842

Country of ref document: AT

Kind code of ref document: T

Effective date: 20140412

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20141231

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

Ref country code: AT

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

Effective date: 20140412

Ref country code: FR

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

Effective date: 20140430

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 50013079

Country of ref document: DE

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

Ref country code: DE

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

Effective date: 20151103