EP1045070B1 - Machine for use when renovating a railway track - Google Patents
Machine for use when renovating a railway track Download PDFInfo
- Publication number
- EP1045070B1 EP1045070B1 EP00108103A EP00108103A EP1045070B1 EP 1045070 B1 EP1045070 B1 EP 1045070B1 EP 00108103 A EP00108103 A EP 00108103A EP 00108103 A EP00108103 A EP 00108103A EP 1045070 B1 EP1045070 B1 EP 1045070B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- track
- support layer
- viewed
- unit
- working direction
- 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.)
- Expired - Lifetime
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 the renewal of a track system with a substructure and a superstructure with stored on the substructure track.
- US-A-5 664 498 relates to a machine for dismantling an old and laying a new track, in which two cross-machine direction spaced, longitudinally extending boundary shields are provided, between which the sipe laying device is positioned.
- This machine is a device for renewing a gravel track.
- the invention has for its object to provide a device of the type mentioned, with which a renewal can be carried out in an advantageous manner.
- a device of the type mentioned above with a substantially parallel to the track extending frame, seen at least one track in the working direction front of the frame, at least one ground gear seen in the direction behind the frame, a device for removing the track from the substructure Seen in the direction behind the rail running gear and a device for producing a supporting layer for a solid roadway, in particular a hydraulically bonded support layer, seen on the substructure in the working direction behind the device for removing the track.
- the device according to the invention can advantageously be made a support layer for a solid roadway, which is characterized by good accuracy and therefore can be used in particular for high speeds.
- a rail gear seen in the direction of the front of the frame the material required for the production of the support layer can advantageously be transported via the old track laid down on the new substructure produced in a previous operation. Seen through the ground gear in the direction of work behind the frame of the work to be bridged for the production of the support layer workspace is kept relatively short.
- a device for disassembling the track in particular a device for exposing the rails and a device for removing the threshold is arranged behind the rail chassis.
- the device according to the invention also serves to track deconstruction and for producing a support layer for the fixed carriageway.
- the exposed rails can be used as training rails or transported away.
- a transport device for transporting the base course material and optionally for transporting the developed sleepers, in particular a gantry loader is provided on the frame.
- the support layer material seen in the direction of work from the front and the developed thresholds can be transported to the front.
- transport to and from the railroad takes place by rail, with the gantry loader being able to work together with known transport devices such as bucket transport wagons and threshold transport wagons. That is, the transport can be carried out continuously from the car to the device according to the invention and back.
- means for lifting the track to such a height that the means for producing the support layer can be threaded.
- the installation of the support layer without dismantling of the track can be done.
- the track laid on the substructure is merely raised, and under this raised track the supporting layer is produced by the device according to the invention. After completion of the base course, the track is placed on this again.
- Both variants can be implemented in one device, so that you can either work with or without track removal.
- the respective means for exposing the rails and for removing the sleepers on the one hand and for lifting the track on the other hand are selectively activated for this purpose.
- the base course material seen in the working direction from the front and / or from the rear can be transported.
- the device according to the invention with means for lifting the track thus can also transport to and from materials done from behind.
- materials can be transported in and out even from two sides.
- an additional or alternative to the ground running activatable rail chassis is provided.
- This additional rail chassis advantageously allows a rail mobility of the entire device, through which the device is conveniently transported to the intended job. Even with a high device weight, a transport is thus possible over relatively long distances in a relatively simple manner. With the track only raised, the rear trackwork can also travel on the re-laid track, which enhances the transport of material from the rear.
- the ground gear is designed retractable and extendable.
- a change to the ground gear can be made automatically when the device has been transported to the intended workstation by means of the rail chassis.
- the apparatus additionally comprises a mixing device for mixing the base course material. This makes it possible to mix the base course material on site. Of course, it is also possible to transport the base course material finished mixed.
- the apparatus shown in Figures 1 and 1a comprises a frame 1 which extends in the longitudinal direction of a track 2. Seen in the direction of work 1 in front, the frame 1, a track gear 3 and seen in the direction of work I behind a crawler chassis 4. In addition, in the direction of work I seen behind another rail chassis 5 is provided, which is alternatively or additionally used to the crawler chassis 4. For this purpose, the crawler undercarriage 4 is configured extendable and retractable.
- a track removal device 6 with spreading and lifting device 7, for example, consisting of two rail tongs 7a, 7b, for exposing the rails 8 of the track 2 and a device 9 for removing the thresholds 10 are arranged.
- the expansion device 9 for the sleepers 10 comprises a Schwellenaufsmelling 11, preferably with rotating device, and a threshold conveyor 12 for conveying the recorded thresholds to a transfer point.
- the frame 1 furthermore has a device 13 for producing a base layer 14 of a fixed track, in particular a hydraulically bonded base layer, on the substructure 15.
- the device 13 for producing the base layer comprises a paver 16 for the base course material and a compactor 17 for compacting the base course material applied to the base 15.
- the frame 1 further comprises a transport device 18 for transporting support layer material and a transport device 19 for removing the sleepers 10 from the transfer point.
- Both transport devices 18 and 19 are designed as a port loading devices and on rails 20 along the frame 1 movable. Arrival and removal are carried out in the direction of work I seen forward or front, where the gantry loaders are continuously moved to a bucket transport vehicle 21 and a threshold transport carriage 22. By means of the portal loading devices 18 and 19, the sleepers can thus be transported directly from the transfer point of the threshold removal device 9 onto the threshold transport carriage 22.
- the base course material can be transported by the bucket transport vehicle 21 directly to the device 13 for producing the base course 14.
- a mixing device for mixing the base course material may be provided on the frame 1. However, the base course material can also be delivered mixed ready mixed.
- the operation of the device of Figure 1 can be seen.
- the rails 8 of the track 2 are so far laterally exposed by the spreading and lifting device 7, that the thresholds 10th removed and the support layer 14 between the rails 8 can be made.
- the rails 8 can, as shown, completely suspended and deposited on the substrate 15 or only slightly exposed and sold on the finished support layer 14. In both cases, they can subsequently be used as teaching tracks or transported away. After removing the sleepers 10, the support layer 14 is manufactured and compacted. On the support layer 14, the fixed carriageway can then be produced in a later operation with other machines.
- the frame 1 a device 23, for example consisting of two rail tongs 23a, 23b, for lifting the track 2.
- the device 23 is seen in the direction of work I behind the rail chassis 3 and in particular in the region of the crawler chassis 4 is arranged.
- the track 2 can be raised so far that the means 13 for producing the support layer 14 threaded under the track 2 and there the support layer 14 can be made.
- the operation of this variant is shown in the upper half of Figure 1.
- the transport device 18 for transporting support layer material is formed in this variant so that it can ascend to a seen in the direction of work I behind the frame 1 bucket transport car 24 or a material trolley. This is a transport of the required material from the back possible. Alternatively or at the same time, transport can also take place from the front.
- the lifting device 23 may be in addition to the threshold removal device 6 may be provided, in which case both devices 6 and 23 are configured switched off.
- the device For use of the device according to the invention, this is transported by means of the rail bogies 3 and 5 to the intended job. Then the crawler undercarriage 4 is extended and work started.
- the thresholds 10 are removed and transported away via the transport device 19.
- support layer material is transported by the transport device 18, which is then used by the device 13 for producing the support layer 14.
- the device thereby moves forward in the working direction I, wherein the working speed depends on the quantity of the transported base layer material, ie in particular on the contents of the pails or material trolleys used for this purpose. In appropriate speed, the thresholds 10 are removed.
- the device begins with the lifting of the track 2. With locomotion in the working direction I and after threading the paver 16 and the compressor 17, the support layer 14 is prepared and the track 2 placed on the finished support layer 14 again. Again, the operating speed is determined by the transported amount of base layer material.
- the device according to the invention is characterized by a good usability, since arrival and removal of the materials can be tracked.
- the combination of rail and crawler chassis 3, 5 only a relatively short working distance must be bridged.
- the base layer 14 produced may advantageously be lower Support layer serve a solid track, which is characterized by good accuracy and is particularly suitable for high speeds.
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
Description
Die vorliegende Erfindung betrifft ein Gerät zur Verwendung bei der Erneuerung einer Gleisanlage mit einem Unterbau und einem Oberbau bei auf dem Unterbau abgelegtem Gleis.The present invention relates to a device for use in the renewal of a track system with a substructure and a superstructure with stored on the substructure track.
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.The problem with the renewal of a track system is the access to the job. Often a lateral access is not possible. In addition, there is often a second track next to the track to be replaced, which must be kept open for operation and therefore as little as possible impaired and should not be used for the supply and removal of materials.
Die US-A-5 664 498 betrifft eine Maschine zum Abbau eines alten und Verlegen eines neuen Gleises, bei welcher zwei bezüglich der Maschinenquerrichtung voneinander distanzierte, in Maschinenlängsrichtung verlaufende Begrenzungsschilde vorgesehen sind, zwischen denen die Schwellenverlegevorrichtung positioniert ist. Bei dieser Maschine handelt es sich um eine Vorrichtung zur Erneuerung eines Schottergleises.US-A-5 664 498 relates to a machine for dismantling an old and laying a new track, in which two cross-machine direction spaced, longitudinally extending boundary shields are provided, between which the sipe laying device is positioned. This machine is a device for renewing a gravel track.
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 to provide a device of the type mentioned, with which a renewal can be carried out in an advantageous manner.
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 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 by a device of the type mentioned above with a substantially parallel to the track extending frame, seen at least one track in the working direction front of the frame, at least one ground gear seen in the direction behind the frame, a device for removing the track from the substructure Seen in the direction behind the rail running gear and a device for producing a supporting layer for a solid roadway, in particular a hydraulically bonded support layer, seen on the substructure in the working direction behind the device for removing 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 be made a support layer for a solid roadway, which is characterized by good accuracy and therefore can be used in particular for high speeds. By using a rail gear seen in the direction of the front of the frame, the material required for the production of the support layer can advantageously be transported via the old track laid down on the new substructure produced in a previous operation. Seen through the ground gear in the direction of work behind the frame of the work to be bridged for the production of the support layer workspace is 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, a device for disassembling the track, in particular a device for exposing the rails and a device for removing the threshold is arranged behind the rail chassis. In this embodiment, the device according to the invention also serves to track deconstruction and for producing a support layer for the fixed carriageway. The exposed rails can be used as training rails or transported away.
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 transport device for transporting the base course material and optionally for transporting the developed sleepers, in particular a gantry loader is provided on the frame. In this case, the support layer material seen in the direction of work from the front and the developed thresholds can be transported to the front. As a result, transport to and from the railroad takes place by rail, with the gantry loader being able to work together with known transport devices such as bucket transport wagons and threshold transport wagons. That is, the transport can be carried out continuously 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, seen in the direction of work behind the rail chassis, in particular in the vicinity of the ground gear, means for lifting the track to such a height that the means for producing the support layer can be threaded. In this embodiment of the device, the installation of the support layer without dismantling of the track can be done. The track laid on the substructure is merely raised, and under this raised track the supporting layer is produced by the device according to the invention. After completion of the base course, the track is placed on this again. Both variants can be implemented in one device, so that you can either work with or without track removal. The respective means for exposing the rails and for removing the sleepers on the one hand and for lifting the track on the other hand are selectively activated for this purpose.
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 course material seen in the working direction from the front and / or from the rear can be transported. In the device according to the invention with means for lifting the track thus can also transport to and from materials done from behind. In addition, materials can be transported in and out even 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 seen in the direction of work behind an additional or alternative to the ground running activatable rail chassis is provided. This additional rail chassis advantageously allows a rail mobility of the entire device, through which the device is conveniently transported to the intended job. Even with a high device weight, a transport is thus possible over relatively long distances in a relatively simple manner. With the track only raised, the rear trackwork can also travel on the re-laid track, which enhances the transport of material from the rear.
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.Preferably, the ground gear is designed retractable and extendable. Thus, a change to the ground gear can be made automatically when the device has been transported to the intended workstation by means of the rail chassis.
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 apparatus additionally comprises a mixing device for mixing the base course material. This makes it possible to mix the base course material on site. Of course, it is also possible to transport the base course material finished 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.
- FIG. 1
- a side view of a first variant of the device according to the invention in labor,
- FIG. 1a
- a detail of Figure 1 in an enlarged view,
- FIG. 2
- a plan view of a portion of a machined by an inventive device track system and
- FIG. 3
- a side view of a second variant of the device according to the invention in the labor input.
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 apparatus shown in Figures 1 and 1a comprises a frame 1 which extends in the longitudinal direction of a track 2. Seen in the direction of work 1 in front, the frame 1, a track gear 3 and seen in the direction of work I behind a crawler chassis 4. In addition, in the direction of work I seen behind another rail chassis 5 is provided, which is alternatively or additionally used to the crawler chassis 4. For this purpose, the crawler undercarriage 4 is configured extendable and retractable.
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 direction of work I behind the rail chassis 3 is on the frame 1, a track removal device 6 with spreading and lifting device 7, for example, consisting of two
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
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, the operation of the device of Figure 1 can be seen. The rails 8 of the track 2 are so far laterally exposed by the spreading and lifting device 7, that the thresholds 10th removed and the
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 Figure 3, the frame 1, a
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
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
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.For use of the device according to the invention, this is transported by means of the rail bogies 3 and 5 to the intended job. Then the crawler undercarriage 4 is extended and work started. In the variant of Figure 1, the thresholds 10 are removed and transported away via the
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 begins with the lifting of the track 2. With locomotion in the working direction I and after threading the
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 usability, since arrival and removal of the materials can be tracked. The combination of rail and crawler chassis 3, 5 only a relatively short working distance must be bridged. The
- 11
- Rahmenframe
- 22
- Gleistrack
- 33
- Schienenfahrwerktrack undercarriage
- 44
- Bodenfahrwerksoil suspension
- 55
- zweites Schienenfahrwerksecond rail chassis
- 66
- GleisrückbaueinrichtungTrack dismantling facility
- 77
- Spreiz- und HebeeinrichtungSpreading and lifting device
- 7a7a
- SchienenrollenzangenTrack roller tongs
- 7b7b
- SchienenrollenzangenTrack roller tongs
- 88th
- Schienerail
- 99
- SchwellenausbauvorrichtungEmerging expansion device
- 1010
- Schwellethreshold
- 1111
- SchwellenaufnehmerSchwellenaufnehmer
- 1212
- SchwellenfördereinrichtungEmerging conveyor
- 1313
- TragschichtherstelleinrichtungTragschichtherstelleinrichtung
- 1414
- Tragschichtbase course
- 1515
- Unterbausubstructure
- 1616
- TragschichtmaterialfertigerBase course material pavers
- 1717
- Tragschichtverdichtersub-base compressor
- 1818
- Transporteinrichtung für TragschichtmaterialTransport device for base course material
- 1919
- SchwellentransporteinrichtungEmerging transport device
- 2020
- Transportschienetransport rail
- 2121
- KübeltransportwagenBucket trolley
- 2222
- SchwellentransportwagenEmerging trolley
- 2323
- GleishebevorrichtungTrack lifting device
- 23a23a
- SchienenrollenzangenTrack roller tongs
- 23b23b
- SchienenrollenzangenTrack roller tongs
- 2424
- KübeltransportwagenBucket trolley
- II
- Arbeitsrichtungworking direction
Claims (9)
- A unit for use in the renewal of a track system having a substructure (15) and a superstructure with the track (2) placed on the substructure (15) with a frame (1) extending substantially parallel to the track (2), having at least one bogie (3) at the front at the frame (1) viewed in the working direction (I), having at least one ground based chassis (4) at the rear at the frame (1) viewed in the working direction (I), having an apparatus (6, 23) for the removal of the track (2) from the substructure (15) behind the bogie (3) viewed in the working direction (I) and having an apparatus (13) for the production of a support layer (14) for a permanent way, in particular a hydraulically bound support layer, on the substructure (15) behind the apparatus (6, 23) for the removal of the track (2) viewed in the working direction (I).
- A unit in accordance with claim 1, characterised in that an apparatus (6) for the dismantling of the track (2), in particular an apparatus (12) for the taking out of the rails (8) and an apparatus for the removal of the sleepers (10), is arranged behind the bogie (3).
- A unit in accordance with claim 1 or 2, characterised in that a transport apparatus (18, 19) for the incoming transport of the support layer material and, optionally, for the outgoing transport of the removed sleepers (10), in particular a portal loading apparatus, is provided on the frame (1).
- A unit in accordance with claim 3, characterised in that, viewed in the working direction (I), the support layer material can be transported in an incoming manner from the front and the removed sleepers (10) can be transported in an outgoing manner from the front.
- A unit in accordance with any one of the preceding claims, characterised in that, viewed in the working direction (I), an apparatus (23) is arranged behind the bogie (3), in particular in the vicinity of the ground based chassis (4), for the raising of the track (2) to a height such that the apparatus (13) for the production of the support layer (14) can be threaded in.
- A unit in accordance with claim 5, characterised in that, viewed in the working direction (I), the support layer material can be transported in an incoming manner from the front and/or from the rear.
- A unit in accordance with any one of the preceding claims, characterised in that, viewed in the working direction (I), a bogie (5), which can be activated alternatively to the ground based chassis (4), is additionally provided at the rear.
- A unit in accordance with claim 7, characterised in that the ground based chassis (4) is made to be able to move in and out.
- A unit in accordance with any one of the preceding claims, characterised in that it comprises a mixing apparatus for the mixing of the support layer material.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19916585 | 1999-04-13 | ||
DE19916585A DE19916585A1 (en) | 1999-04-13 | 1999-04-13 | Device for use in the renewal of a track system |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1045070A1 EP1045070A1 (en) | 2000-10-18 |
EP1045070B1 true 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) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102006059639A1 (en) * | 2006-12-18 | 2008-06-19 | Gsg Knape Gleissanierung Gmbh | Laying and renovating a railway permanent way lays the rail on a protective layer, to be lifted for the ballast to be spread under it before the rail is crammed into place |
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 |
CN103074829B (en) * | 2013-01-05 | 2014-10-08 | 中铁重工有限公司 | Railway switch changing construction method and railway switch track laying unit thereof |
DE102014000351A1 (en) * | 2014-01-16 | 2015-07-16 | PROTHUR Maschinen- und Anlagenbau GmbH | Abplattungsanlage |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2550391C2 (en) * | 1975-11-10 | 1984-08-02 | Fa. Max Knape, 8011 Kirchheim | Method for removing bedding material from ballast bedding |
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 |
US5664498A (en) * | 1995-10-31 | 1997-09-09 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. | Track renewal machgine |
FR2759101B1 (en) * | 1997-01-31 | 1999-03-12 | Desquenne & Giral | METHOD, DEVICE AND MACHINE FOR REPLACING USED TIES |
-
1999
- 1999-04-13 DE DE19916585A patent/DE19916585A1/en not_active Withdrawn
-
2000
- 2000-04-12 PT PT00108103T patent/PT1045070E/en unknown
- 2000-04-12 DE DE50013079T patent/DE50013079D1/en not_active Expired - Lifetime
- 2000-04-12 AT AT00108103T patent/ATE331842T1/en active
- 2000-04-12 ES ES00108103T patent/ES2262466T3/en not_active Expired - Lifetime
- 2000-04-12 EP EP00108103A patent/EP1045070B1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
EP1045070A1 (en) | 2000-10-18 |
DE50013079D1 (en) | 2006-08-10 |
ES2262466T3 (en) | 2006-12-01 |
ATE331842T1 (en) | 2006-07-15 |
DE19916585A1 (en) | 2000-10-19 |
PT1045070E (en) | 2006-10-31 |
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 | |
DE2913638C2 (en) | ||
EP0255564B1 (en) | Machine for replacing or renewing the rails and sleepers of an existing track | |
DE2754811C2 (en) | Mobile device for laying sleepers | |
DD207014A5 (en) | PLANABLE APPARATUS AND METHOD FOR THE CONTINUOUS PROGRESSIVE RENOVATION OF PAVEMENT | |
EP1162311B1 (en) | Apparatus and method for removing an existing railway track and laying a new track | |
DE2818514C2 (en) | ||
EP1162312B1 (en) | Machine for renewing a railway track | |
DE9218139U1 (en) | Track construction vehicle for the production of a level protection layer | |
EP1172481A2 (en) | Railway track renewal machine | |
DE3819717A1 (en) | CONTINUOUSLY (NON-STOP) TRAVELABLE TRACKING MACHINE | |
EP0771909B1 (en) | Machine for dismantling old and installing new railway tracks | |
DE3634398C2 (en) | Mobile system for the continuous renewal of the rails and sleepers of a track | |
DE2840800B1 (en) | Sewer construction machine | |
EP1045070B1 (en) | Machine for use when renovating a railway track | |
DE202008003589U1 (en) | Track rehabilitation machine with base layer milling machine | |
EP1127980B1 (en) | Apparatus for replacement or renewal of a railway track | |
DE69609928T2 (en) | Process for renewing track systems | |
DE2927256A1 (en) | TRACK SLEEVE REPLACEMENT DEVICE WITH BALK BED LOWERING AND LEVELING DEVICE | |
DE2714050C2 (en) | ||
EP1607522B1 (en) | A method and a machine for exchanging railway sleepers | |
DE20216202U1 (en) | Plant for the rehabilitation of a formation | |
EP1022387B1 (en) | Machine for continuous laying of new railway sleepers | |
AT370799B (en) | MOBILE PLANT FOR RENOVATION |
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 |