EP2428611B1 - Refurbishment method for the multi-layer substructure of rail sections and vehicle assembly - Google Patents

Refurbishment method for the multi-layer substructure of rail sections and vehicle assembly Download PDF

Info

Publication number
EP2428611B1
EP2428611B1 EP11007064.6A EP11007064A EP2428611B1 EP 2428611 B1 EP2428611 B1 EP 2428611B1 EP 11007064 A EP11007064 A EP 11007064A EP 2428611 B1 EP2428611 B1 EP 2428611B1
Authority
EP
European Patent Office
Prior art keywords
crushed rock
soil materials
wagons
rail
wagon
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.)
Active
Application number
EP11007064.6A
Other languages
German (de)
French (fr)
Other versions
EP2428611A3 (en
EP2428611A2 (en
Inventor
Ralf Zürcher
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP2428611A2 publication Critical patent/EP2428611A2/en
Publication of EP2428611A3 publication Critical patent/EP2428611A3/en
Application granted granted Critical
Publication of EP2428611B1 publication Critical patent/EP2428611B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/06Renewing or cleaning the ballast in situ, with or without concurrent work on the track
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/02Transporting, laying, removing, or renewing lengths of assembled track, assembled switches, or assembled crossings

Definitions

  • the invention relates to a method for rehabilitating existing of gravel and from underlying soil materials multilayer substructure consisting of sleepers and rails tracks on rail lines according to the preamble of patent claim 1.
  • the railways consist of a multi-layered substructure on which the tracks are located. These tracks consist of the sleepers and the rails.
  • the multi-layer substructure initially consists of soil layers. These are, in particular, a protective cover layer, an antifreeze layer and possibly further layers. On these soil layers is then a gravel layer. This serves to receive the track.
  • the above-described substructure must be rehabilitated from time to time.
  • the track itself is not necessarily always renewed. It can also be renewed or partially renewed at the same time. There are various procedures for renovation and renewal of underground layers and track systems.
  • EP 2 071 077 A2 describes a method for renewing the multi-layered substructure of tracks, in which on the track a work cart is continuously advanced, the track is split into a short yoke and in long yokes, first the short yoke and then the long yokes are removed according to the forward movement of the working carriage, after removal the yokes of the substructure will be renewed and finally the yokes will be reinstalled.
  • the invention has for its object to provide an improved method for rehabilitating existing of ballast and from underlying soil layers multi-layer substructure consisting of sleepers and rails tracks on rail lines.
  • the head-work car is initially designed so that the yoke-mounted track transported along this head-work vehicle to the rear and there is stored either in the head-work car or preferably in one of the work car behind it.
  • the track is then pushed through the head work car.
  • the passage of the track can be done in different ways.
  • the installation process is interrupted.
  • the interruption does not result in any discontinuity of the workflow since there is no shift interruption.
  • no new approach of the layers is required because the installation units for the ballast and for the soil materials remain only at a certain point.
  • the head-working car according to the invention allows a track renewal and simultaneous underground remediation, with all to be built and installed soil layers can be handled from a storage place. At the same time, the old tracks are removed and reinstalled. But they can also be replaced by new tracks. The tracks can be fed from the opposite direction to the ground materials the head-car, since they are logistically independent of the soil layers. In order to keep the machine design simple, the removal and installation work of the substructure layers are carried out with the track dismantled. The special feature is in the type of expansion of the underground layers and in the yokewise installation of the old or a new track.
  • ballast cleaning unit of a corresponding work car.
  • the non-reusable dirt and fines of the ballast can then be transported by the cleaning unit to appropriate bunker cars.
  • the reusable and recycled or washed ballast masses are then transported via conveyor belts back to the installation unit of the head-working car. Here they are applied to the base coat and leveled and compacted if necessary.
  • the old soil layers are abandoned by means of a lifting unit on an associated feeding station.
  • the old soil layers are transported via conveyor belts along the work cars of the various stations of the total tractor unit.
  • the transport ends for the excavated soil layers in their bunker cars.
  • the new soil material is transported from their bunker wagons over the trolleys to the appropriate installation of the head-work wagon.
  • it is useful and helpful to interpose a transfer trolley.
  • the appropriate installation unit of the Kopf-Arbeitswagens the new soil material (usually frost protection layer and layer protection layer) is installed, leveled and compacted if necessary.
  • other processes can be selected than those previously described procedure.
  • the goal is a complete renewal of the underground layers. For this purpose, only the conveyor belts and the work car in the feeder must be changed accordingly.
  • the excavation unit described above solves both the gravel layer and the old soil layer.
  • the ballast layer is hereby transferred to the loading station by means of the excavating unit.
  • the old soil layer is also transferred via a corresponding feed station by means of the excavation unit.
  • the excavation unit can be based on different techniques. The simplest technique is an excavator unit. However, other possible techniques may also be used, for example conveyor chains, milling machines, paddle wheels or other conceivable solutions by means of which the excavated material can be released and loaded.
  • the track can be removed and reinstalled using the technology described above. It can be expanded both the old track and then reinstalled. Alternatively, it is also possible that the old track can be replaced with a new track. Partial renewal is also possible. If a simultaneous track material replacement in the sense of a track renewal should take place, these new tracks are preferably fed from the opposite direction of the machine. Here it is possible to renew individual or all track construction materials.
  • the old track construction materials are loaded onto the work cars while the new track construction materials are unloaded and installed. If necessary, the work car can also be converted from old to new track materials.
  • the longitudinal process on the work car takes place by means of existing on the market techniques such as gantry cranes or the like. For loading and unloading the track construction materials can also be a standard technique, namely the so-called rail crane can be used.
  • the track is transported through the head-work car to the rear.
  • the track is in a sense immersed in the gullet of the head-work vehicle and is transported from there to the rear. This can also be done underfloor.
  • the track can either be removed and installed by the inventive head-work car. But it is also possible that the removal or installation of the track can be done from a neighboring track. In the event that a new track is installed, this can also be done by a movable on the track, separate work unit.
  • the feeding stations for the ballast and for the soil materials are preferably raised. This increase allows the conveyance of the tracks through the excavation unit according to the invention below the raised assemblies.
  • the transport of the ballast and the soil materials is carried out according to the embodiment in claim 5 by means of conveyor belts.
  • the track construction materials namely the track yokes or the rails and sleepers can be fed from the opposite direction to these base materials of the head-working machine because they are logistically independent of the soil layers.
  • the conveyor belt systems described above can be arranged arbitrarily in order to transport the corresponding materials to their processing station or bunker.
  • the conveyor belts are adjustable so that a reversible transport direction can be realized.
  • the development according to claim 7 proposes various storage and processing steps for dismantled, recycled and / or new ballast or soil materials and for the unusable dirt and fines or waste from the respective preparation by means of various types of work cars.
  • the work train has at least one transfer car.
  • This transfer car is particularly useful for transferring the soil from the bunker cars on the transfer belts.
  • head-work car is arranged at the top or at the end of a work trolley consisting of several work, with which consisting of gravel and from underlying soil materials multilayer substructure consisting of sleepers and rails tracks on railways by expansion
  • a work trolley consisting of several work, with which consisting of gravel and from underlying soil materials multilayer substructure consisting of sleepers and rails tracks on railways by expansion
  • the ballast and the soil materials is rehabilitated, has facilities for yokewise removal and for yokewise transporting back the track on.
  • Further components of the head-working carriage according to the invention are a lifting device for removing the ballast and a first feeding station for the excavated ballast, from where it can be fed to one of the rear working cars.
  • the work train as in Fig. 1 is shown, consists of a variety of work cars.
  • the in Fig. 1 shown Pakistanzug divided into four sections and shown one above the other.
  • the second representation is to be added on the left to the top representation, the third representation on the left to be added to the second representation, etc.
  • the heart of the work train is the head work car 1 either at the top or at the end of the work train.
  • This head work cart 1 has an excavating device 2 in the form of an excavator. Furthermore, two feed stations 3, 4 and two mounting devices 5, 6 are provided.
  • the excavating device 2 After the expansion of the track 9 and its transport to the rear, first the excavating device 2 ensures the excavation of the ballast 10.
  • the excavating device 2 releases the excavated ballast 10 of the loading station 3.
  • the ballast 10 is fed by means of a conveyor belt 11 to a work cart 12 for ballast processing.
  • the ballast can be recycled 10 and possibly additionally washed, the washing can optionally be done.
  • the non-reusable dirt and fines of the ballast 10 are transported from the work car 12 to the work car 13 and bunkered there.
  • the reusable and recycled as well as possibly the washed ballast are transported via conveyor belts 14 back to the head-work car 1 and the installation device 5 abandoned for the recycled ballast 10.
  • the underlying soil material 15 (surface protection layer and possibly frost protection layer) is excavated by means of the excavating device 2 and the task station 4 of the head-working vehicle 1 abandoned. From there, the transport of the old soil material 15 by means of conveyor belts 16 over all work cars away up to the work car 17, where the old soil materials 15 are bunkered. The transport for the excavated soil materials 15 ends there in this bunker car. At the same time, new floor materials 15 are transported by their work car 18 via corresponding conveyor belts 19 to the installation device 6 of the head work cart 1. To transfer the new soil materials from their bunker cars on the conveyor belts 19, it makes sense and helpful to interpose a transfer car 20.
  • the new soil material 15 is installed, leveled and, if necessary, compacted. Subsequently, the ballast 10 is installed by means of the installation device 5 of the head-working vehicle 1.
  • a fleece can be installed in the multi-layered substructure.
  • the track 9 is reinstalled. It can be used while the old, yoke-way track 9. For this purpose, the track 9 is transported through the head-work car 1 through to the front to the installation site.
  • a separate railcar 21 is provided. This builds a new track 9.
  • the head-work car 1 is at the end of the work train.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)

Description

Die Erfindung betrifft ein Verfahren zum Sanieren des aus Schotter sowie aus darunter befindlichen Bodenmaterialien bestehenden mehrschichtigen Unterbaus von aus Schwellen und Schienen bestehenden Gleisen bei Bahnstrecken nach dem Oberbegriff des Patentanspruchs 1.The invention relates to a method for rehabilitating existing of gravel and from underlying soil materials multilayer substructure consisting of sleepers and rails tracks on rail lines according to the preamble of patent claim 1.

Bahnstrecken bestehen aus einem mehrschichtigen Unterbau, auf welchem sich die Gleise befinden. Diese Gleise bestehen dabei aus den Schwellen und aus den Schienen. Der mehrschichtige Unterbau besteht zunächst aus Bodenschichten. Hier handelt es sich insbesondere um eine Planumsschutzschicht, um eine Frostschutzschicht sowie um ggf. um weitere Schichten. Auf diesen Bodenschichten befindet sich dann eine Schotterschicht. Diese dient der Aufnahme des Gleises.Railways consist of a multi-layered substructure on which the tracks are located. These tracks consist of the sleepers and the rails. The multi-layer substructure initially consists of soil layers. These are, in particular, a protective cover layer, an antifreeze layer and possibly further layers. On these soil layers is then a gravel layer. This serves to receive the track.

Der vorbeschriebene Unterbau muß von Zeit zu Zeit saniert werden. Das Gleis selbst wird dabei nicht notwendigerweise immer mit erneuert. Es kann aber auch gleichzeitig miterneuert oder teilerneuert werden. Es gibt dabei verschiedene Verfahren zum Sanieren und Erneuern von Unterbauschichten und Gleisanlagen.The above-described substructure must be rehabilitated from time to time. The track itself is not necessarily always renewed. It can also be renewed or partially renewed at the same time. There are various procedures for renovation and renewal of underground layers and track systems.

Aus DE 31 17 898 A1 ist ein Verfahren bekannt, bei dem ein aus mehreren Arbeitswagen bestehender Arbeitszug zum Ausbau sowie Einbau des Gleises, des Schotters sowie der Bodenmaterialien eingesetzt wird. Dabei erfolgt das Entfernen des vollständigen Unterbaus durch eine Räumvorrichtung und eine Ausgabestation.Out DE 31 17 898 A1 a method is known in which a work truck consisting of several work cars for the removal and installation of the track, the ballast and the soil materials is used. The removal of the complete substructure is carried out by a broaching device and an output station.

EP 2 071 077 A2 beschreibt ein Verfahren zum Erneuern des mehrschichtigen Unterbaus von Gleisen, bei dem auf dem Gleis ein Arbeitswagen kontinuierlich vorwärtsbewegt wird, das Gleis in ein Kurzjoch sowie in Langjoche aufgetrennt wird, zunächst das Kurzjoch und anschließend die Langjoche entsprechend der Vorwärtsbewegung desArbeitswagens ausgebaut werden, nach dem Ausbau der Joche der Unterbau erneuert wird un schließlich die Joche wieder eingebaut werden. EP 2 071 077 A2 describes a method for renewing the multi-layered substructure of tracks, in which on the track a work cart is continuously advanced, the track is split into a short yoke and in long yokes, first the short yoke and then the long yokes are removed according to the forward movement of the working carriage, after removal the yokes of the substructure will be renewed and finally the yokes will be reinstalled.

Der Erfindung liegt die Aufgabe zugrunde, ein verbessertes Verfahren zum Sanieren des aus Schotter sowie aus darunter befindlichen Bodenschichten bestehenden mehrschichtigen Unterbaus von aus Schwellen und Schienen bestehenden Gleisen bei Bahnstrecken zu schaffen.The invention has for its object to provide an improved method for rehabilitating existing of ballast and from underlying soil layers multi-layer substructure consisting of sleepers and rails tracks on rail lines.

Die technische Lösung ist gekennzeichnet durch die Merkmale im Kennzeichen des Anspruchs 1.The technical solution is characterized by the features in the characterizing part of claim 1.

Dadurch ist ein verbessertes Verfahren zum Sanieren des aus Schotter sowie aus darunter befindlichen Bodenschichten bestehenden mehrschichtigen Unterbaus von aus Schwellen und Schienen bestehenden Gleisen bei Bahnstrecken geschaffen, welches sich durch eine einfache technische Realisierung unter Verwendung von flexibel einsetzbaren Arbeitswagen mit entsprechenden Maschinen auszeichnet. Damit ist eine Umbautechnik für den Gleisumbau mit Untergrundsanierung und Bettungsreinigung bzw. Bettungserneuerung mit logistischen Vorteilen geschaffen. Das Herzstück ist dabei der erfindungsgemäße Kopf-Arbeitswagen entweder an der Spitze oder am Ende des Arbeitszuges. Dieser Kopf-Arbeitswagen als logistische Einheit ist für das Handling des Gleises sowie für den Ausbau und für den Einbau des Schotters sowie der Bodenmaterialien verantwortlich. So ist der Kopf-Arbeitswagen zunächst dafür vorgesehen, daß das jochweise ausgebaute Gleis entlang dieses Kopf-Arbeitswagens nach hinten transportiert und dort entweder im Kopf-Arbeitswagen oder vorzugsweise in einem der dahinter befindlichen Arbeitswagen gelagert wird. Dabei wird das Gleis jochweise durch den Kopf-Arbeitswagen hindurchgeschoben. Das Durchschieben des Gleises kann dabei auf unterschiedliche Art und Weise erfolgen. Während des Durchschiebens wird der Ausbauprozeß und erforderlichenfalls der Einbauprozeß unterbrochen. Die Unterbrechung hat jedoch selbst für den Fall, daß der Einbauprozeß kurzfristig unterbrochen werden müßte, keine Diskontinuität des Arbeitsablaufes zur Folge, da keine Schichtunterbrechung erfolgt. Insbesondere wird kein neuer Ansatz der Schichten erforderlich, da die Einbaueinheiten für den Schotter sowie für die Bodenmaterialien lediglich an einer bestimmten Stelle verharren.As a result, an improved method for refurbishing existing of gravel and underlying soil layers consisting of multi-layer substructure consisting of sleepers and rails tracks on railways created, which is characterized by a simple technical realization using flexible working car with appropriate machinery. Thus, a conversion technology for the track renewal with subsurface remediation and ballast cleaning or ballast renewal with logistical advantages is created. The heart of this is the inventive head-trolley either at the top or at the end of the work train. As a logistical unit, this head-driven utility vehicle is responsible for the handling of the track as well as for the removal and installation of the ballast and ground materials. Thus, the head-work car is initially designed so that the yoke-mounted track transported along this head-work vehicle to the rear and there is stored either in the head-work car or preferably in one of the work car behind it. The track is then pushed through the head work car. The passage of the track can be done in different ways. During the pushing through the expansion process and, if necessary, the installation process is interrupted. However, even in the event that the installation process would have to be interrupted for a short time, the interruption does not result in any discontinuity of the workflow since there is no shift interruption. In particular, no new approach of the layers is required because the installation units for the ballast and for the soil materials remain only at a certain point.

Der erfindungsgemäße Kopf-Arbeitswagen erlaubt einen Gleisumbau und gleichzeitige Untergrundsanierung, wobei sämtliche auszubauenden und einzubauenden Bodenschichten von einem Lagerplatz aus umgeschlagen werden können. Gleichzeitig werden die alten Gleise aus- und wieder eingebaut. Sie können aber auch durch neue Gleise ersetzt werden. Die Gleise können dabei aus entgegengesetzter Richtung zu den Bodenstoffen dem Kopf-Arbeitswagen zugeführt werden, da sie logistisch unabhängig von den Bodenschichten sind. Um die Maschinenkonstruktion einfach zu halten, werden die Ausbau- und Einbauarbeiten der Unterbauschichten bei ausgebautem Gleis durchgeführt. Die Besonderheit liegt dabei in der Art des Ausbaus der Unterbauschichten sowie in dem jochweisen Einbau des alten bzw. eines neuen Gleises.The head-working car according to the invention allows a track renewal and simultaneous underground remediation, with all to be built and installed soil layers can be handled from a storage place. At the same time, the old tracks are removed and reinstalled. But they can also be replaced by new tracks. The tracks can be fed from the opposite direction to the ground materials the head-car, since they are logistically independent of the soil layers. In order to keep the machine design simple, the removal and installation work of the substructure layers are carried out with the track dismantled. The special feature is in the type of expansion of the underground layers and in the yokewise installation of the old or a new track.

Dadurch ist ein Gesamtablauf in einem kontinuierlichen Umbauverfahren im Bereich der Bodenschichten geschaffen. Dabei sind sämtliche Schichten in einer Aufstellung hinter dem Kopf-Arbeitswagen angeordnet. Dies wird durch die Verwendung von Materialförderwagen mit reversibler Übergabetechnik ermöglicht. Dies hat den Vorteil, daß sämtliche Materialien der Unterbauschichten (altes Bodenmaterial / neues Bodenmaterial / alter Schotter / aufgearbeiteter Schotter / neuer Schotter) aus einer Arbeitsrichtung zu- und abgeführt werden können. Es ist somit für alle Boden- und Schottermaterialien nur ein logistischer Arbeitsplatz erforderlich.This creates an overall process in a continuous conversion process in the area of soil layers. All layers are arranged in a line behind the head-work car. This is made possible by the use of material trolleys with reversible transfer technology. This has the advantage that all materials of the subgrade layers (old soil material / new soil material / old gravel / refurbished gravel / new gravel) can be supplied and removed from one working direction. Thus, only one logistical workstation is required for all soil and ballast materials.

Insgesamt können sämtliche Materialien ersetzt werden oder durch eine gezielte Aufarbeitung einzelner Materialien wiederverwendet werden. Die auszubauenden Materialien können dabei zu ihren Bestimmungsorten, nämlich den entsprechenden Arbeitswagen entsprechend transportiert werden. So kann der auszubauende und aufzuarbeitende Schotter mittels einer Aushubeinheit einer Aufgabestation aufgegeben werden. Der Schotter kann dann über ein Förderband zu einer Bettungsreinigungseinheit eines entsprechenden Arbeitswagens weitertransportiert werden. In dieser Bettungsreinigungseinheit wird der Schotter gemäß dem zu wählenden Aufarbeitungsverfahren recyclet und erforderlichenfalls zusätzlich gewaschen. Die Waschung kann hierbei optional erfolgen. Die nicht wieder verwendbaren Schmutz- und Feinanteile des Schotters können dann von der Reinigungseinheit an entsprechende Bunkerwagen weitertransportiert werden. Die wieder verwendbaren und recycleten bzw. gewaschenen Schottermassen werden dann über Förderbänder zurück zur Einbaueinheit des Kopf-Arbeitswagens transportiert. Hier werden sie auf die Unterbauschicht aufgebracht und planiert und erforderlichenfalls verdichtet.Overall, all materials can be replaced or reused by a specific processing of individual materials. The materials to be removed can be transported to their destinations, namely the corresponding work car accordingly. Thus, the gravel to be removed and worked up can be abandoned by means of a lifting unit of a loading station. The ballast can then be transported on a conveyor belt to a ballast cleaning unit of a corresponding work car. In this ballast cleaning unit, the ballast is recycled according to the work-up procedure to be selected and, if necessary, additionally washed. The washing can be done optionally. The non-reusable dirt and fines of the ballast can then be transported by the cleaning unit to appropriate bunker cars. The reusable and recycled or washed ballast masses are then transported via conveyor belts back to the installation unit of the head-working car. Here they are applied to the base coat and leveled and compacted if necessary.

Entsprechend werden die alten Bodenschichten (meist Frostschutzschicht und Planumsschutzschicht) mittels einer Aushubeinheit auf eine zugeordnete Aufgabestation aufgegeben. Von dort werden die alten Bodenschichten über Förderbänder längs der Arbeitswagen der verschiedenen Stationen der Gesamtzugeinheit hinweg transportiert. Der Transport endet für die ausgebauten Bodenschichten in deren Bunkerwagen. Gleichzeitig wird das neue Bodenmaterial von ihren Bunkerwagen über die Förderwagen zur entsprechenden Einbauheit des Kopf-Arbeitswagens transportiert. Zur Übergabe der Stoffe aus dem Bunkerwagen auf die Förderbänder ist es dabei sinnvoll und hilfreich, einen Übergabewagen zwischenzuschalten. Mit der entsprechenden Einbaueinheit des Kopf-Arbeitswagens wird das neue Bodenmaterial (meist Frostschutzschicht und Planumsschutzschicht) eingebaut, planiert und erforderlichenfalls verdichtet. Es können aber auch andere Abläufe gewählt werden als der zuvor beschriebene Ablauf. Ziel ist eine komplette Erneuerung der Unterbauschichten. Hierzu müssen lediglich die Förderbänder und die Arbeitswagen in der Zuführung entsprechend umgestellt werden.Accordingly, the old soil layers (usually antifreeze layer and layer protection layer) are abandoned by means of a lifting unit on an associated feeding station. From there, the old soil layers are transported via conveyor belts along the work cars of the various stations of the total tractor unit. The transport ends for the excavated soil layers in their bunker cars. At the same time, the new soil material is transported from their bunker wagons over the trolleys to the appropriate installation of the head-work wagon. In order to transfer the substances from the bunker trolley to the conveyor belts, it is useful and helpful to interpose a transfer trolley. With the appropriate installation unit of the Kopf-Arbeitswagens the new soil material (usually frost protection layer and layer protection layer) is installed, leveled and compacted if necessary. However, other processes can be selected than those previously described procedure. The goal is a complete renewal of the underground layers. For this purpose, only the conveyor belts and the work car in the feeder must be changed accordingly.

Die zuvor beschriebene Aushubeinheit löst sowohl die Schotterschicht als auch die alte Bodenschicht. Die Schotterschicht wird hierbei der Aufgabestation mittels der Aushubeinheit übergeben. Die alte Bodenschicht wird über eine entsprechende Aufgabestation ebenfalls mittels der Aushubeinheit übergeben. Die Aushubeinheit kann dabei auf verschiedenen Techniken basieren. Die einfachste Technik ist eine Baggereinheit. Es können aber auch andere mögliche Techniken zur Anwendung kommen, beispielsweise Förderketten, Fräsen, Schaufelräder oder aber auch andere denkbare Lösungen, mittels denen der Aushub gelöst und verladen werden kann.The excavation unit described above solves both the gravel layer and the old soil layer. The ballast layer is hereby transferred to the loading station by means of the excavating unit. The old soil layer is also transferred via a corresponding feed station by means of the excavation unit. The excavation unit can be based on different techniques. The simplest technique is an excavator unit. However, other possible techniques may also be used, for example conveyor chains, milling machines, paddle wheels or other conceivable solutions by means of which the excavated material can be released and loaded.

Mit der vorbeschriebenen Technik kann gleichzeitig auch das Gleis ausgebaut und wieder eingebaut werden. Es kann hierbei sowohl das alte Gleis ausgebaut und anschließend wieder eingebaut werden. Alternativ ist es auch möglich, daß das alte Gleis gegen ein neues Gleis ausgetauscht werden kann. Auch eine Teilerneuerung ist möglich. Falls eine gleichzeitige Gleisstoffauswechslung im Sinne einer Gleiserneuerung erfolgen soll, werden diese neuen Gleise vorzugsweise aus entgegengesetzter Richtung der Maschine zugeführt. Hierbei ist es möglich, einzelne oder alle Gleisbaustoffe zu erneuern. Die alten Gleisbaustoffe werden auf die Arbeitswagen aufgeladen, während die neuen Gleisbaustoffe abgeladen und eingebaut werden. Auf den Arbeitswagen kann erforderlichenfalls auch eine Ummontage von alten auf neue Gleisstoffe erfolgen. Das Längsverfahren auf den Arbeitswagen erfolgt mittels am Markt vorhandener Techniken wie Portalkräne oder dgl. Zum Auf- und Abladen der Gleisbaustoffe kann ebenfalls eine Standardtechnik, nämlich der sogenannte Schienenkran verwendet werden.At the same time, the track can be removed and reinstalled using the technology described above. It can be expanded both the old track and then reinstalled. Alternatively, it is also possible that the old track can be replaced with a new track. Partial renewal is also possible. If a simultaneous track material replacement in the sense of a track renewal should take place, these new tracks are preferably fed from the opposite direction of the machine. Here it is possible to renew individual or all track construction materials. The old track construction materials are loaded onto the work cars while the new track construction materials are unloaded and installed. If necessary, the work car can also be converted from old to new track materials. The longitudinal process on the work car takes place by means of existing on the market techniques such as gantry cranes or the like. For loading and unloading the track construction materials can also be a standard technique, namely the so-called rail crane can be used.

Vorzugsweise wird gemäß der Weiterbildung in Anspruch 2 das Gleis durch den Kopf-Arbeitswagen hindurch nach hinten transportiert. Dies bedeutet, daß das Gleis gewissermaßen in den Schlund des Kopf-Arbeitswagens eintaucht und von dort nach hinten transportiert wird. Dies kann auch unterflurig erfolgen.Preferably, according to the embodiment in claim 2, the track is transported through the head-work car to the rear. This means that the track is in a sense immersed in the gullet of the head-work vehicle and is transported from there to the rear. This can also be done underfloor.

Gemäß der Weiterbildung in Anspruch 3 kann das Gleis entweder vom erfindungsgemäßen Kopf-Arbeitswagen aus ausgebaut und eingebaut werden. Es ist aber auch möglich, daß der Aus- oder Einbau des Gleises von einem Nachbargleis aus erfolgen kann. Für den Fall, daß ein neues Gleis eingebaut wird, kann dies auch von einer auf dem Gleis verfahrbaren, separaten Arbeitseinheit durchgeführt werden.According to the embodiment in claim 3, the track can either be removed and installed by the inventive head-work car. But it is also possible that the removal or installation of the track can be done from a neighboring track. In the event that a new track is installed, this can also be done by a movable on the track, separate work unit.

Um den Transport des Gleises durch den Kopf-Arbeitswagen hindurch problemlos durchführen zu können, werden gemäß der Weiterbildung in Anspruch 4 die Aufgabestationen für den Schotter sowie für die Bodenmaterialien vorzugsweise angehoben. Diese Anhebung ermöglicht das Durchfördern der Gleise durch die erfindungsgemäße Aushubeinheit unterhalb der angehobenen Baugruppen.In order to be able to easily carry out the transport of the track through the head-work vehicle, according to the embodiment of claim 4, the feeding stations for the ballast and for the soil materials are preferably raised. This increase allows the conveyance of the tracks through the excavation unit according to the invention below the raised assemblies.

Der Transport des Schotters sowie der Bodenmaterialien erfolgt gemäß der Weiterbildung in Anspruch 5 mittels Förderbändern. Die Gleisbaustoffe, nämlich die Gleisjoche bzw. die Schienen und Schwellen können dabei aus entgegengesetzter Richtung zu diesen Bodenstoffen der Kopf-Arbeitsmaschine zugeführt werden, da sie logistisch unabhängig von den Bodenschichten sind. Die zuvor beschriebenen Förderbandanlagen können beliebig angeordnet werden, um die entsprechenden Materialien zu ihrer Aufarbeitungsstätte oder Bunkerstätte zu transportieren.The transport of the ballast and the soil materials is carried out according to the embodiment in claim 5 by means of conveyor belts. The track construction materials, namely the track yokes or the rails and sleepers can be fed from the opposite direction to these base materials of the head-working machine because they are logistically independent of the soil layers. The conveyor belt systems described above can be arranged arbitrarily in order to transport the corresponding materials to their processing station or bunker.

Gemäß der Weiterbildung in Anspruch 6 sind die Förderbänder derart verstellbar, daß eine reversible Transportrichtung realisierbar ist.According to the embodiment in claim 6, the conveyor belts are adjustable so that a reversible transport direction can be realized.

Die Weiterbildung gemäß Anspruch 7 schlägt verschiedene Lagerungs- und Aufbereitungsschritte für ausgebaute, recycelte und/oder neue Schotter- bzw. Bodenmaterialien sowie für die nicht verwendbaren Schmutz- und Feinanteile bzw. Abfallstoffe aus der jeweiligen Aufbereitung mittels diverser Typen von Arbeitswagen vor.The development according to claim 7 proposes various storage and processing steps for dismantled, recycled and / or new ballast or soil materials and for the unusable dirt and fines or waste from the respective preparation by means of various types of work cars.

Schließlich schlägt die Weiterbildung gemäß Anspruch 8 vor, daß der Arbeitszug wenigstens einen Übergabewagen aufweist. Dieser Übergabewagen ist insbesondere zur Übergabe der Bodenstoffe aus den Bunkerwagen auf die Überförderbänder sinnvoll.Finally, the development proposes according to claim 8, that the work train has at least one transfer car. This transfer car is particularly useful for transferring the soil from the bunker cars on the transfer belts.

Ein zur Ausführung des erfindungsgemäßen Verfahrens vorgesehener erfindungsgemäßer Kopf-Arbeitswagen ist an der Spitze oder am Ende eines aus mehreren Arbeitswagen bestehenden Arbeitszuges angeordnet, mit dem der aus Schotter sowie aus darunter befindlichen Bodenmaterialien bestehende mehrschichtige Unterbau von aus Schwellen und Schienen bestehenden Gleisen bei Bahnstrecken durch Ausbau sowie Einbau des Gleises, des Schotters sowie der Bodenmaterialien saniert wird, weist Einrichtungen zum jochweisen Ausbauen sowie zum jochweisen nach hinten Transportieren des Gleises auf. Weitere Komponenten des erfindungsgemäßen Kopf-Arbeitswagens sind eine Aushubeinrichtung zum Ausbau des Schotters und eine erste Aufgabestation für den ausgebauten Schotter, von wo aus er einem der hinteren Arbeitswagen zugeführt werden kann. Eine Aushubeinrichtung zum Ausbau der Bodenmaterialien, eine zweite Aufgabestation für die ausgebauten Bodenmaterialien, von wo aus sie einem der hinteren Arbeitswagen zugeführt werden können, sowie eine Zuführeinrichtung zum Zuführen der wieder aufbereiteten Bodenmaterialien und/oder neuen Bodenmaterialien von einer der hinteren Arbeitswagen, eine Einbaueinrichtung zum Einbauen dieser Bodenmaterialien, eine Zuführeinrichtung zum Zuführen des wieder aufbereiteten Schotters und/oder von neuem Schotter von einem der hinteren Arbeitswagen und mit eine Einbaueinrichtung zum Einbauen dieses Schotters sowie mit einer Einbaueinrichtung zum jochweisen Einbauen des alten Gleises und/oder eines neuen Gleises komplettieren den Kopf-Arbeitswagen.An inventively provided for carrying out the method according to the invention head-work car is arranged at the top or at the end of a work trolley consisting of several work, with which consisting of gravel and from underlying soil materials multilayer substructure consisting of sleepers and rails tracks on railways by expansion As well as installation of the track, the ballast and the soil materials is rehabilitated, has facilities for yokewise removal and for yokewise transporting back the track on. Further components of the head-working carriage according to the invention are a lifting device for removing the ballast and a first feeding station for the excavated ballast, from where it can be fed to one of the rear working cars. An excavating device for removing the soil materials, a second feeding station for the excavated soil materials, from where they can be fed to one of the rear work cars, and a feeding device for feeding the recycled soil materials and / or new soil materials from one of the rear work cars, an installation device for installing these floor materials, a feed device for feeding the recycled ballast and / or new ballast from one of the rear work cars and with an installation device for Installing this ballast and with a mounting device for yokewise installation of the old track and / or a new track complete the head-work car.

Ein Ausführungsbeispiel eines Arbeitszuges unter Verwendung des erfindungsgemäßen Kopf-Arbeitswagens zum Sanieren des aus Schotter sowie aus darunter befindlichen Bodenschichten bestehenden mehrschichten Unterbaus von aus Schwellen oder Schienen bestehenden Gleisen bei Bahnstrecken wird nachfolgend anhand der Zeichnungen beschrieben. In diesen zeigt:

Fig. 1
eine schematische Darstellung des gesamten Arbeitszuges in vier Zeichenabschnitten;
Fig. 2a
eine Einzeldarstellung des Kopf-Arbeitswagens des Arbeitszuges in Fig. 1;
Fig. 2b
einen Schnitt durch den Kopf-Arbeitswagen in Fig. 2a;
Fig. 3a bis 3c
verschiedene Darstellungen in einer chronologischen Reihenfolge, wie das ausgebaute Gleis nach hinten durch den Kopf-Arbeitswagen hindurchtransportiert wird;
Fig. 4a und 4b
eine Darstellung mit einem zusätzlichen kleinen Arbeitszug, mittels welchem neue Gleise eingebaut werden.
An exemplary embodiment of a work train using the head work carriage according to the invention for rehabilitating the consisting of gravel and underlying soil layers multilayer substructure consisting of sleepers or rails tracks on rail lines will be described below with reference to the drawings. In these shows:
Fig. 1
a schematic representation of the entire work train in four character sections;
Fig. 2a
an individual representation of the head workcar of the work train in Fig. 1 ;
Fig. 2b
a section through the head-work car in Fig. 2a ;
Fig. 3a to 3c
various representations in chronological order of how the removed track is transported rearwardly through the head truck;
Fig. 4a and 4b
a representation with an additional small work train, by means of which new tracks are installed.

Der Arbeitszug, wie er in Fig. 1 dargestellt ist, besteht aus einer Vielzahl von Arbeitswagen. Zur besseren Darstellung ist der in Fig. 1 gezeigte Arbeitszug insgesamt in vier Abschnitte unterteilt und übereinander gezeigt. Dabei ist die zweite Darstellung links an die oberste Darstellung anzufügen, die dritte Darstellung links an die zweite Darstellung anzufügen etc.The work train, as in Fig. 1 is shown, consists of a variety of work cars. For better representation, the in Fig. 1 shown Arbeitszug divided into four sections and shown one above the other. The second representation is to be added on the left to the top representation, the third representation on the left to be added to the second representation, etc.

Das Herzstück des Arbeitszuges ist der Kopf-Arbeitswagen 1 entweder an der Spitze oder am Ende des Arbeitszuges. Dieser Kopf-Arbeitswagen 1 weist eine Aushubeinrichtung 2 in Form eines Baggers auf. Weiterhin sind zwei Aufgabestationen 3, 4 sowie zwei Einbaueinrichtungen 5, 6 vorgesehen.The heart of the work train is the head work car 1 either at the top or at the end of the work train. This head work cart 1 has an excavating device 2 in the form of an excavator. Furthermore, two feed stations 3, 4 and two mounting devices 5, 6 are provided.

Die Funktionsweise des Arbeitszuges ist wie folgt:

  • Zunächst werden die aus Schwellen 7 und Schienen 8 bestehenden Gleise 9 ausgebaut. Dies kann durch den Kopf-Arbeitswagen 1 erfolgen aber auch durch eine separate Arbeitswageneinheit auf dem gleichen Gleis 9 oder auf einem Nachbargleis. Auf jeden Fall wird das jochweise ausgebaute Gleis 9 vorzugsweise mittels der Aushubeinrichtung 2 durch den Kopf-Arbeitswagen 1 hindurch nach hinten transportiert, wie dies in den Fig. 3a bis 3c erkennbar ist. Die Aufgabestationen 3, 4 sowie Einbaueinrichtungen 5, 6 sind dabei nach oben gefahren.
The working of the work train is as follows:
  • First, consisting of sleepers 7 and 8 rails 9 are removed. This can be done by the head work car 1 but also by a separate work car unit on the same track 9 or on a neighboring track. In any case, the yokewise developed track 9 is preferably transported by means of the excavating device 2 through the head-work car 1 through to the rear, as shown in the Fig. 3a to 3c is recognizable. The feeding stations 3, 4 and installation devices 5, 6 have gone up here.

Nach dem Ausbau des Gleises 9 und seines Transportes nach hinten sorgt zunächst die Aushubeinrichtung 2 zum Ausheben des Schotters 10. Die Aushubeinrichtung 2 gibt dabei den ausgebauten Schotter 10 der Aufgabestation 3 auf. Ausgehend von dieser Aufgabestation 3 wird der Schotter 10 mittels eines Förderbandes 11 einem Arbeitswagen 12 zur Schotteraufbereitung zugeführt. In dieser kann der Schotter 10 recyclet und ggf. zusätzlich gewaschen werden, wobei die Waschung optional erfolgen kann. Die nicht wieder verwendbaren Schmutz- und Feinanteile des Schotters 10 werden von dem Arbeitswagen 12 zu den Arbeitswagen 13 transportiert und dort gebunkert. Die wieder verwendbaren und recycleten sowie ggf. der gewaschene Schotter werden über Förderbänder 14 zurück zum Kopf-Arbeitswagen 1 transportiert und der Einbaueinrichtung 5 für den wieder aufbereiteten Schotter 10 aufgegeben.After the expansion of the track 9 and its transport to the rear, first the excavating device 2 ensures the excavation of the ballast 10. The excavating device 2 releases the excavated ballast 10 of the loading station 3. Starting from this feeding station 3, the ballast 10 is fed by means of a conveyor belt 11 to a work cart 12 for ballast processing. In this, the ballast can be recycled 10 and possibly additionally washed, the washing can optionally be done. The non-reusable dirt and fines of the ballast 10 are transported from the work car 12 to the work car 13 and bunkered there. The reusable and recycled as well as possibly the washed ballast are transported via conveyor belts 14 back to the head-work car 1 and the installation device 5 abandoned for the recycled ballast 10.

Nach dem Ausbau des Schotters 10 wird das darunter befindliche Bodenmaterial 15 (Planumsschutzschicht sowie ggf. Frostschutzschicht) mittels der Aushubeinrichtung 2 ausgehoben und der Aufgabestation 4 des Kopf-Arbeitswagens 1 aufgegeben. Von dort aus erfolgt der Transport des alten Bodenmaterials 15 mittels Förderbändern 16 über sämtliche Arbeitswagen hinweg bis zu den Arbeitswagen 17, wo die alten Bodenmaterialien 15 gebunkert werden. Der Transport für die ausgebauten Bodenmaterialien 15 endet dort in diesen Bunkerwagen. Gleichzeitig werden neue Bodenmaterialien 15 von ihren Arbeitswagen 18 über entsprechende Förderbänder 19 zur Einbaueinrichtung 6 des Kopf-Arbeitswagens 1 transportiert. Zur Übergabe der neuen Bodenmaterialien aus ihren Bunkerwagen auf die Förderbänder 19 ist es sinnvoll und hilfreich, einen Übergabewagen 20 zwischenzuschalten. Mit der Einbaueinrichtung 6 wird das neue Bodenmaterial 15 eingebaut, planiert und erforderlichenfalls verdichtet. Anschließend wird mittels der Einbaueinrichtung 5 des Kopf-Arbeitswagens 1 der Schotter 10 eingebaut. Zusätzlich kann in den mehrschichtigen Unterbau noch ein Vlies eingebaut werden.After removal of the ballast 10, the underlying soil material 15 (surface protection layer and possibly frost protection layer) is excavated by means of the excavating device 2 and the task station 4 of the head-working vehicle 1 abandoned. From there, the transport of the old soil material 15 by means of conveyor belts 16 over all work cars away up to the work car 17, where the old soil materials 15 are bunkered. The transport for the excavated soil materials 15 ends there in this bunker car. At the same time, new floor materials 15 are transported by their work car 18 via corresponding conveyor belts 19 to the installation device 6 of the head work cart 1. To transfer the new soil materials from their bunker cars on the conveyor belts 19, it makes sense and helpful to interpose a transfer car 20. With the installation device 6, the new soil material 15 is installed, leveled and, if necessary, compacted. Subsequently, the ballast 10 is installed by means of the installation device 5 of the head-working vehicle 1. In addition, a fleece can be installed in the multi-layered substructure.

Schließlich wird das Gleis 9 wieder eingebaut. Es kann dabei das alte, jochweise ausgebaute Gleis 9 verwendet werden. Zu diesem Zweck wird das Gleis 9 durch den Kopf-Arbeitswagen 1 hindurch nach vorne hin zur Einbaustelle transportiert.Finally, the track 9 is reinstalled. It can be used while the old, yoke-way track 9. For this purpose, the track 9 is transported through the head-work car 1 through to the front to the installation site.

Gemäß der Variante in den Fig. 4a und 4b ist ein separater Gleiswagen 21 vorgesehen. Dieser baut ein neues Gleis 9 ein. Zu diesem Zweck befindet sich der Kopf-Arbeitswagen 1 am Ende des Arbeitszuges.According to the variant in the Fig. 4a and 4b a separate railcar 21 is provided. This builds a new track 9. For this purpose, the head-work car 1 is at the end of the work train.

BezugszeichenlisteLIST OF REFERENCE NUMBERS

11
Kopf-ArbeitswagenHead-work car
22
Aushubeinrichtungexcavator
33
Aufgabestationfeeding station
44
Aufgabestationfeeding station
55
Einbaueinrichtunginstalling means
66
Einbaueinrichtunginstalling means
77
Schwellethreshold
88th
Schienerail
99
Gleistrack
1010
Schottergravel
1111
Förderbandconveyor belt
1212
Arbeitswagen zur SchotteraufbereitungWork cart for ballast preparation
1313
Arbeitswagen zur Bunkerung der Schmutz- und Feinanteile des SchottersWork car to bunker the dirt and fines of the ballast
1414
Förderbandconveyor belt
1515
BodenmaterialFlooring
1616
Förderbandconveyor belt
1717
Arbeitswagen zur Bunkerung der alten BodenmaterialienWork car to bunker the old soil materials
1818
Arbeitswagen für neue BodenmaterialienWork car for new soil materials
1919
Förderbandconveyor belt
2020
ÜbergabewagenTransfer cars
2121
GleiszugGleiszug

Claims (9)

  1. A method for refurbishing the multi-layer substructure of rails (9) in rail sections, the rails (9) consisting of sleepers (7) and tracks (8) and the multi-layer substructure consisting of crushed rock (10) and soil materials (15) thereunder, wherein a vehicle assembly comprises a plurality of wagons (1, 12, 13, 17, 18) for particularly continuous removal and installation of the rail (9), the crushed rock (10) and the soil materials (15), characterised in that a head wagon (1) is provided at the head or at the end of the vehicle assembly, which transports the rail (9) that has been removed in a yokewise manner rearwards in a yokewise manner, and wherein the removed rail (9) is stored there, which removes the crushed rock (10) by means of an excavation assembly (2) and loads it to a first loading station (3) of the head wagon (1) from where the crushed rock (10) is supplied to one of the rear wagons (12), which removes the soil materials (15) by means of the excavation assembly (2) and loads them to a second loading station (4) from where the soil materials (15) are supplied to one of the rear wagons (17), to which the recycled soil materials (15) and/or new soil materials (15) are supplied from one of the rear wagons (18) and are installed from the head wagon (1), to which the recycled crushed rock (10) and/or new crushed rock (10) is supplied from one of the rear wagons (12) and is installed by the head wagon (1), and wherein the old rail (9) and/or a new rail (9) is/are re-installed in a yokewise manner.
  2. The method according to the preceding claim, characterised in that the rail (9) is transported backwards through the head wagon (1).
  3. The method according to one of the preceding claims, characterised in that the rail (9) is removed and installed either from the head wagon (1) or from a wagon separated from the vehicle assembly on the same rail or on a neighbouring rail.
  4. The method according to one of the preceding claims, characterised in that to transport the rails (9) through the head wagon (1), the loading stations (3, 4) for the crushed rock (10) and the soil materials (15) as well as the installation assemblies (5, 6) for the crushed rock (10) and the soil materials (15) are raised.
  5. The method according to one of the preceding claims, characterised in that the crushed rock (10) and the soil materials (15) are transported from wagon to wagon by means of conveyor belts.
  6. The method according to claim 5, characterised in that the conveyor belts can be adjusted in the vicinity of the transition between neighbouring wagons in such a manner that an alternative transport is possible in both directions.
  7. The method according to one of the preceding claims,
    characterised in that the removed crushed rock (10) is stored in one of the rear wagons and new crushed rock (10) is stored in a wagon, or the removed crushed rock (10) is recycled in a track bed cleaning unit of a respective wagon (12), and the recycled crushed rock (10) is supplied to the head wagon (1) or is stored in one of the rear wagons, and non-reusable dirt and fine contents of the crushed rock (10) are transported from the wagon (12) to a wagon (13) and are stashed away there, and/or removed soil materials (15) are stored in the wagons (17) and new soil materials (15) are stored in wagons (18), or removed soil materials (15) are recycled in one of the wagons and the recycled soil materials (15) are stored in one of the wagons and the waste materials of the recycled soil materials (15) are stored in one of the wagons.
  8. The method according to any one of the preceding claims, characterised in that the vehicle assembly comprises at least one transfer wagon (20).
  9. A head wagon (1) at the head or at the end of a vehicle assembly consisting of a plurality of wagons (1, 12, 13, 17, 18), for refurbishing the multi-layer substructure of rails (9) in rail sections, the rails (9) consisting of sleepers (7) and tracks (8) and the multi-layer substructure consisting of crushed rock (10) and soil materials (15) thereunder, by removing and installing the rail (9), the crushed rock (10) and the soil materials (15) for applying the method according to claim 1, with assemblies for removing the rail (9) in a yokewise manner and for transporting the rail (9) rearwards in a yokewise manner, with an excavation assembly (2) for removing the crushed rock (10) and with a first loading station (3) for the removed crushed rock (10), wherein the crushed rock (10) can be supplied to one of the rear wagons (12) from the first loading station (3), with an excavation assembly (2) for removing the soil materials (15) and with a second loading station (4) for the removed soil materials (15), wherein the removed soil materials (15) can be supplied to one of the rear wagons (17) from the second loading station (4), with a supplying assembly for supplying the recycled soil materials (15) and/or new soil materials (15) from one of the rear wagons (18) and with an installation assembly (6) for installing these soil materials (15), with a supplying assembly for supplying the recycled crushed rock (10) and/or new crushed rock (10) from one of the rear wagons (12) and with an installation assembly (5) for installing this crushed rock (10) as well as with an installation assembly for installing the old rail (9) and/or a new rail (9) in a yokewise manner.
EP11007064.6A 2010-09-10 2011-08-31 Refurbishment method for the multi-layer substructure of rail sections and vehicle assembly Active EP2428611B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE201010045068 DE102010045068B3 (en) 2010-09-10 2010-09-10 Rehabilitation process for the multi-layered substructure on railway lines and overhead work carts

Publications (3)

Publication Number Publication Date
EP2428611A2 EP2428611A2 (en) 2012-03-14
EP2428611A3 EP2428611A3 (en) 2013-12-04
EP2428611B1 true EP2428611B1 (en) 2017-08-16

Family

ID=44785096

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11007064.6A Active EP2428611B1 (en) 2010-09-10 2011-08-31 Refurbishment method for the multi-layer substructure of rail sections and vehicle assembly

Country Status (2)

Country Link
EP (1) EP2428611B1 (en)
DE (1) DE102010045068B3 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012017997A1 (en) 2012-09-12 2014-04-10 Zürcher Holding GmbH Method for creating and / or rehabilitating a railway line
CH708506B1 (en) * 2013-09-05 2017-11-30 Matisa Matériel Ind Sa Vehicle association and method of renewing a track.
AT515547B1 (en) * 2014-06-24 2015-10-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Method of renewing a track
CN110499679A (en) * 2019-08-29 2019-11-26 武汉利德测控技术有限公司 A kind of track switch changes tiny fragments of stone, coal, etc. unit

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3117898A1 (en) * 1980-07-24 1982-03-04 Franz Plasser Bahnbaumaschinen-Industriegesellschaft mbH, 1010 Wien DRIVABLE PLANT AND METHOD FOR RENOVATING THE SIDELINE
DE202008003997U1 (en) * 2007-12-14 2008-06-05 Zürcher, Ralf Device for renewing the multi-layer substructure of tracks
DE202008003589U1 (en) * 2008-03-14 2009-07-30 Wiebe Holding Gmbh & Co. Kg Track rehabilitation machine with base layer milling machine

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP2428611A3 (en) 2013-12-04
DE102010045068B3 (en) 2012-03-08
EP2428611A2 (en) 2012-03-14

Similar Documents

Publication Publication Date Title
EP2920366B1 (en) Rail-mounted transport system for a track construction machine
DD207014A5 (en) PLANABLE APPARATUS AND METHOD FOR THE CONTINUOUS PROGRESSIVE RENOVATION OF PAVEMENT
EP2054552B1 (en) Method and device for renewing a ballast bed
DE4237712C2 (en) Plant for the production of a formation protection layer
EP2709892B1 (en) Railway work vehicle
EP2428611B1 (en) Refurbishment method for the multi-layer substructure of rail sections and vehicle assembly
EP0712961B1 (en) Method and arrangement for the subgrade-rehabilitation of the ballast of a railway track
EP2298993B1 (en) Method for renewing the rail substructure of a rail track
EP3253922B1 (en) Railway track renewal process
EP2708647B1 (en) Maintenance vehicle for the rail construction on railway lines
EP2708648B1 (en) Device for construction and/or renovation of a railway track
EP3412827B1 (en) Railway vehicle for track construction remediation
EP2159323B1 (en) Device for reconditioning track sections for train transport
EP2374931B1 (en) Refurbishment method for multi-layer substructure of rail sections
EP2071077B1 (en) Method of renewing the multiple layer sub-structure of rails
DE3420836A1 (en) Railway construction train for introducing a new track bed in track installations
EP2166157A1 (en) Method and device for improving or repairing track systems
EP1045070B1 (en) Machine for use when renovating a railway track
EP2848736B1 (en) Railway track working train for removing and installing ballast and portable track sections
EP2130973B1 (en) Maintenance train for improving the track and the rail substructure of a railway track
EP4130380B1 (en) Method and device for processing a track
EP2787121B1 (en) Method for processing the substructure located under the track of a railway section
EP2295638A2 (en) Method for creating a track body
DE102012019361B4 (en) Work car for track construction on railway lines
EP2224061A2 (en) Method for supplying base material in platform construction

Legal Events

Date Code Title Description
AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

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

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

RIC1 Information provided on ipc code assigned before grant

Ipc: E01B 29/02 20060101ALI20131030BHEP

Ipc: E01B 27/06 20060101ALI20131030BHEP

Ipc: E01B 27/00 20060101AFI20131030BHEP

17P Request for examination filed

Effective date: 20131212

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIC1 Information provided on ipc code assigned before grant

Ipc: E01B 27/00 20060101AFI20170201BHEP

Ipc: E01B 27/06 20060101ALI20170201BHEP

Ipc: E01B 29/02 20060101ALI20170201BHEP

INTG Intention to grant announced

Effective date: 20170221

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: DE

Ref legal event code: R108

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: FIAMMENGHI-FIAMMENGHI, CH

Ref country code: AT

Ref legal event code: REF

Ref document number: 919156

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170915

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20170816

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

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: 20170816

Ref country code: LT

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

Effective date: 20170816

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: 20170816

Ref country code: NO

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: 20171116

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: 20170816

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170816

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: 20171117

Ref country code: IS

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

Effective date: 20171216

Ref country code: PL

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: 20170816

Ref country code: BG

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

Effective date: 20171116

Ref country code: LV

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

Effective date: 20170816

Ref country code: RS

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: 20170816

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

Ref country code: DK

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

Effective date: 20170816

Ref country code: RO

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: 20170816

Ref country code: CZ

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: 20170816

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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

Ref country code: IT

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

Effective date: 20170816

Ref country code: MC

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: 20170816

Ref country code: SM

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: 20170816

Ref country code: EE

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

Effective date: 20170816

Ref country code: SK

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

Effective date: 20170816

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20170831

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

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: 20170831

26N No opposition filed

Effective date: 20180517

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

Effective date: 20171116

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

Ref country code: IE

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

Effective date: 20170831

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

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

Ref country code: SI

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

Effective date: 20170816

Ref country code: BE

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

Effective date: 20170831

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

Ref country code: MT

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: 20170816

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 NON-PAYMENT OF DUE FEES

Effective date: 20171116

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

Ref country code: HU

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

Effective date: 20110831

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

Ref country code: CY

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

Effective date: 20170816

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

Ref country code: MK

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: 20170816

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

Ref country code: TR

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

Effective date: 20170816

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

Ref country code: PT

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

Effective date: 20170816

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

Ref country code: HR

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: 20170816

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

Ref country code: AL

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: 20170816

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

Ref country code: CH

Payment date: 20230902

Year of fee payment: 13

Ref country code: AT

Payment date: 20230828

Year of fee payment: 13

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

Ref country code: FR

Payment date: 20230823

Year of fee payment: 13