EP2920366B1 - Système de transport sur rail pour un engin de pose de voie - Google Patents

Système de transport sur rail pour un engin de pose de voie Download PDF

Info

Publication number
EP2920366B1
EP2920366B1 EP13798597.4A EP13798597A EP2920366B1 EP 2920366 B1 EP2920366 B1 EP 2920366B1 EP 13798597 A EP13798597 A EP 13798597A EP 2920366 B1 EP2920366 B1 EP 2920366B1
Authority
EP
European Patent Office
Prior art keywords
subgrade
track
rail
rails
railroad
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
EP13798597.4A
Other languages
German (de)
English (en)
Other versions
EP2920366A1 (fr
Inventor
Wolfram Peter DEHMEL
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.)
K&K Maschinenentwicklungs GmbH and Co KG
Original Assignee
K&K Maschinenentwicklungs GmbH and Co KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by K&K Maschinenentwicklungs GmbH and Co KG filed Critical K&K Maschinenentwicklungs GmbH and Co KG
Publication of EP2920366A1 publication Critical patent/EP2920366A1/fr
Application granted granted Critical
Publication of EP2920366B1 publication Critical patent/EP2920366B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/06—Renewing or cleaning the ballast in situ, with or without concurrent work on the track
    • E01B27/08—Renewing or cleaning the ballast in situ, with or without concurrent work on the track the track having been taken-up
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/06—Renewing or cleaning the ballast in situ, with or without concurrent work on the track
    • E01B27/11—Renewing or cleaning the ballast in situ, with or without concurrent work on the track combined with concurrent renewal of track components
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/001—Track with ballast

Definitions

  • the so-called Planum Often it is necessary not only to renew the track bedding, but also the associated substructure, the so-called Planum.
  • operation in the context of the present invention is not to be understood as “work step”.
  • the track grating and track bed related work typically involves several individual work steps. By doing work in a single operation, on the other hand to understand the completion of all required work steps in the immediate chronological order.
  • the DE 43 39 833 A1 discloses a track construction system for the dismantling and new construction of railways, in which for the supply and removal of material movable and coupled together to trains containers are provided.
  • the DE 199 16 585 A1 discloses a system for renewing a track system in which the transport of support layer material by means of a portal loading device takes place. Another portal loading device serves to remove the thresholds.
  • EP 1 775 190 A2 discloses a method for ballast bed cleaning, in which the old ballast and the new ballast is transported by means of containers.
  • a problem with existing track-laying systems is that only existing, possibly recycled, material can be used for the ballast bed and sub-base layers. If this already has a strong wear, it may be that the rehabilitated railroad track does not have the desired stability. In addition, it is difficult to coordinate the various operations of "track-track renewal", “ballast bed cleaning” and “track-improvement” including the corresponding machine use. In addition, the performance of existing refurbishment machines is low. This applies in particular to discontinuously operating machines, which, for example, replace a track grate on a yoke basis, that is, piece by piece.
  • the object is achieved by a method for the new production, renovation or dismantling of a railroad track with the features of claim 1.
  • material for the track bedding to be installed such as new ballast, and at the same time material for the substructure or part of the substructure to be installed, such as new sand or new gravel, be transported on track and / or that in the operation of removing the existing track grid, the existing track bedding and the existing substructure or part of the substructure material of the developed track bedding, such as old ballast, and at the same time material of the removed substructure or part of the substructure, such as old sand or old Soil, transported by rail.
  • the track-bound transporting material for the track bedding to be installed, material for the track grid to be installed and material for the substructure or part of the substructure to be installed takes place at the same time and / or that the track-bound removal of material of the removed track grid, material of the dismantled track bedding and made of material of the removed substructure or part of the substructure at the same time.
  • the construction time can be shortened considerably.
  • the track-bound transporting material for the track bedding to be installed and material for the substructure or part of the substructure to be installed takes place without intermediate storage and / or that the track-bound removal of material of the dismounted track bedding and of the removed substructure or part of the Substructure without intermediate storage takes place.
  • the track-bound transport and / or removal of material may be on at least one transport path of a railway vehicle be performed on which transport body for objects or transport body forming objects in the form of cargo along the railway vehicle are movable.
  • the track grid and the track bedding at least one protective layer for the substructure, in particular a layer protection layer, an antifreeze layer and / or a water protection layer installed.
  • additional sub-layers may e.g. Sand, gravel, special grain mixtures such as KG1 and KG2 and / or asphalt.
  • the corresponding materials are preferably also transported in new condition track-bound, for example, in transport containers on a transport path of the conversion performing machine.
  • a separating layer is incorporated, which in particular comprises a geotextile and / or a rigid foam material.
  • separation layers can counteract unwanted mixing of the materials of adjacent protective layers.
  • it can be prevented so that the voltage applied under the base layers soil mixes with the bottom layer of support and this is dirty and impaired in their capacity.
  • the surface of the built-in protective layer or the plurality of built-in protective layers can be sealed, in particular by applying cement. In this way, penetration of water into the protective layer can be prevented.
  • the built-in protective layer or the plurality of incorporated protective layers are at least simply reinforced, in particular using a geogrid, a metal mat or a stretch sheet.
  • the substructure can thereby be reinforced.
  • the built-in protective layer (s) are reinforced using a metal mat which is made of wires during rebuilding or rehabilitation of the railroad track.
  • the wires can be carried along on the relevant machine or fed by rail, so that the reinforcement can be carried out continuously without time delay.
  • a special embodiment of the invention provides that individual entrained or tracked supplied wires are welded to a grid before installation in the machine in question.
  • the built-in protective layer or layers may be reinforced using a stretched sheet produced by re-forming a coil during the rebuilding or rehabilitation of the railroad track.
  • At least one protective layer to be incorporated is incorporated in a plurality of partial layers, wherein preferably each partial layer is compacted before the application of a subsequent partial layer.
  • the compaction can be done with a profiled compression element to effect a strong interlocking of the layers with each other.
  • the Gradual introduction of a protective layer in several, relatively thin sub-layers facilitates the compression process.
  • At least one built-in protective layer or partial layer of a protective layer can be roughened before the application of a subsequent protective layer or partial layer of the same protective layer.
  • the interlocking effect between individual layers or partial layers can be improved and thus the overall stability of the substructure can be increased.
  • a profile can be produced which favors a toothing effect.
  • the number and the thickness of the incorporated protective layers are changed depending on the nature of the soil.
  • the built-in layers can be dynamically adapted to the changing soil conditions.
  • the installation of the substructure or part of the substructure, the track grid and the track bedding is carried out by a railway work vehicle, wherein at least one carried on the railway work vehicle track of a geo-material, in particular a geosynthetic material, a geotextile or a Geoverbundstoff, in the Substructure or part of the substructure is installed.
  • a geo-material in particular a geosynthetic material, a geotextile or a Geoverbundstoff
  • the at least one web of geo-material can in particular be carried along in the rolled-up and / or folded state on the railway work vehicle and automatically removed for installation.
  • the web can be folded once completely in the longitudinal direction and then either rolled or folded in the transverse direction. Before installation, the web can then be automatically unrolled or unfolded by means of a suitable device.
  • a further web carried on the railroad work vehicle is automatically provided.
  • the threading of this further web is carried out automatically.
  • the at least one web of geo-material may be carried on the railway work vehicle as a reel wound around a reel axis, the reel axis being parallel to the working direction of the railway work vehicle and the web automatically being unrolled and rotated for laying, preferably by 90 °.
  • This takes into account the fact that common geo-material webs are significantly wider than the railroad work vehicle intended for transport. Due to the storage of the corresponding role transverse to the unwinding direction, the roller itself can in principle be arbitrarily wide.
  • multiple webs of geo material are laid side by side by means of an automatic laying device of the railway work vehicle.
  • This is enough to carry relatively narrow rollers on the railway work vehicle, which is a considerable advantage in terms of storage and handling.
  • such narrow rollers can be transported and unrolled as needed both in the direction of travel and transversely to the direction of travel.
  • the track bedding of an adjacent rail track can be supported, in particular by a follower shoring. This is particularly advantageous if the total thickness of the layers to be removed and installed in the substructure exceeds a predetermined limit.
  • a material is used for installing the substructure or part of the substructure, which material was taken during the operation of dismantling the existing substructure or part of the substructure.
  • the amount of new material to be promoted can be reduced or it can be completely dispensed with the supply of virgin material.
  • the soil can be conditioned by applying a preferably pourable stabilizing agent, in particular lime or cement, in particular the stabilizing agent being transported by rail.
  • a preferably pourable stabilizing agent in particular lime or cement, in particular the stabilizing agent being transported by rail.
  • the rails for the rail track to be installed are transported by rail and / or that the rails of the removed rail track removed, especially in each case without clipboard rails on the ground. This increases the efficiency of the overall process.
  • the rails of the removed track grid can be divided before removal to ensure better handling.
  • the rails for the track grid to be installed are transported by rail together with material for the track bedding to be installed and / or for the substructure or part of the substructure to be installed, such as new gravel or new sand, and / or that the rails of the removed track grid together with material of the dismantled track bedding and / or the dismantled substructure or part of the substructure, such as old gravel or used sand, be transported track-bound.
  • the process of the entire track creation, track removal or track rehabilitation can be further accelerated.
  • the transport can be carried out on one or more transport lanes of the railway track conversion work vehicle, advantageously bulk goods are transported in specially provided transport containers and cargo such as rails, sleepers and track grating pieces on one and the same transport path.
  • the arrival and / or removal of the rails takes place without violating the clearance of a train traveling in an adjacent railroad track.
  • the opposite track to be created, to be renovated or disassembled railroad track must therefore not be blocked to carry out the construction work.
  • the soil is compacted to provide a more stable foundation for the railroad track to be created.
  • the moisture of the soil to be compacted is measured and, prior to compaction, water is introduced into provided material for the substructure or part of the substructure to be installed, depending on the measured moisture.
  • the moisture of the soil can be adapted exactly to the requirements of the compaction process.
  • the moisture of the material to be installed can be measured and adjusted as needed.
  • a measured variable, in particular the acceleration, of a compressor element is detected and at least one compression parameter is adjusted as a function of the detected measured variable.
  • a permanent compression control is possible. If necessary, the compression process can be controlled with a corresponding control device.
  • the collected data can be stored continuously for later use.
  • new ballast, used ballast or recycled ballast is used.
  • used ballast is used at points important for carrying capacity, such as in the area of the carrying head under the track or in front of the head.
  • targeted new ballot can be used at points important for carrying capacity, while less in terms of carrying capacity important places, such as in the area of the middle of the sleeper or in the case of double-track railways in the area between the two carriageways.
  • used ballast is used at points important for carrying capacity, such as in the area of the middle of the sleeper or in the case of double-track railways in the area between the two carriageways.
  • the built-in ballast can be compacted, in particular before installing the track grid. If necessary, the built-in ballast can be stuffed and / or dynamically stabilized after installing the track grid. The plugging or the dynamic stabilization can also be repeated several times, if necessary. As a result, separate compression, stuffing and stabilization processes can be saved. By sufficient compaction of the basic ballast, a stuffing passage can optionally be saved.
  • the built-in track bedding can also be profiled, such profiling, if necessary, can also be done several times in a row.
  • the position of the installed track grid is detected and documented during the operation of installing the track grid.
  • the small bars of the installed track grid can be closed, in particular screwed.
  • a railway work vehicle For carrying out a method as described above, in particular a railway work vehicle can be used. Prefers a single railway work vehicle will be used for all process steps.
  • the rails for the track grid to be installed and / or the rails of the removed track grid can, according to one embodiment of the invention, be conveyed through the rail vehicle on a rail conveyor track arranged in or on a railway vehicle, preferably between the wheel disks.
  • This facilitates track installation and / or track removal in hard to reach places.
  • the blocking pause for the arrival and removal of the long rails can be saved.
  • the rails are conveyed on at least one rail conveyor track which is provided on one side of the railway vehicle, the rails preferably being conveyed on a plurality of rail conveyor tracks arranged one above the other or side by side. It can also be provided on each side of the railway vehicle several superimposed or juxtaposed rail conveyor tracks.
  • two rails required for a track grid can be transported to one side of the railway vehicle, while two rails of a removed track grid are transported away on the other side of the railway vehicle.
  • material such as new ballast or Neuschwellen transported and possibly used material such as old ballast or old sleepers are transported away.
  • the rails of the removed track grid especially the side of the railway vehicle, taken from the ground and transferred for removal to a rail vehicle or in the rail vehicle and preferably arranged between the wheel discs rail conveyor and / or that the rails for the track grids to be installed are transported on a rail conveyor track arranged in or on the railroad vehicle and preferably between the wheel disks and are transferred laterally from the railway vehicle or under the railroad vehicle to be deposited in an area.
  • the subsidized rails can hereby be taken or stored both between the rails of the existing track and next to the rails of the existing track.
  • An arrangement of the rail conveyor track above the wheel shafts is preferred.
  • a further embodiment of the invention provides that the rails are pulled by means of a traction transfer device, in particular rope, belt or chain, on a rail conveyor of the railway vehicle and / or from this, in particular a retraction of traction transfer devices in the rail conveyor track by means of pulled down from the rail conveyor track Rails done.
  • a traction transfer device in particular rope, belt or chain
  • a threading aid for example in the form of an arrowhead-type component, can also be attached to a front end of the rail in order to facilitate the threading of the rail into the rail conveyor track.
  • a rope to be attached at the end of a rail a rope to be attached.
  • the cable is pulled into the rail conveyor.
  • the conveyance of the rails in particular including the input and / or Ausfädelns in the railway vehicle and / or in the rail warehouse, done automatically. This can further accelerate the overall process.
  • the rails for the track grid to be installed and / or the rails of the removed track grid can be temporarily stored on the ground, in particular on bearing rollers arranged on the floor.
  • Such bearing rollers reduce the required tensile force for the transport of the rails considerably.
  • the bearing rollers can be placed on the ground by the machine that is producing the track preparation, the track restoration or the track dismantling and, if necessary, be picked up again after the discarded rails have been taken up again.
  • the invention also relates to a railway work vehicle according to the present claim 18, which is designed to carry out a method as described above.
  • the railroad work vehicle comprises at least one transport path on which transport objects for items or transport body forming objects in the form of piece goods along the railway work vehicle are movable, and a structural module for installing the track grid and material of the track bedding and material of the substructure or part of the substructure and / or a structural module for removing the Track grids and material of the existing track bedding and material of the existing substructure or part of the substructure.
  • the railroad work vehicle may additionally include at least one recycle module separate from the building module or modules for cleaning up removed material.
  • the railway work vehicle preferably comprises a device for releasing and / or fixing of iron. This facilitates the continuous installation of the track grid and removal of the existing track grid.
  • the railway work vehicle may also include a device for receiving and transporting the rails of the removed track grid.
  • the railroad work vehicle may include a compacting device such as a driven vibratory plate or a vibratory roller.
  • the railroad work vehicle may include a stuffing and / or profiling device.
  • Rail track 11 shown is the track grid 13 with rails 15 and sleepers 17 laid in a track bed 19 made of gravel.
  • the track bed 19 is applied to a protective layer 21 and this in turn on the substrate 23.
  • the protective layer 21 may be, for example, a layer protection layer of a grain mixture.
  • the protective layer 21 and the substrate 23 together form a substructure 25 of the rail track 11, which may comprise further layers depending on the design. If the substructure 25 more Layers, these may be separated by geopressure layers or the like.
  • This in Fig. 2 illustrated railroad work vehicle 27 comprises a chassis 29 carried by a chassis 31 and a plurality of worn by the chassis 31 working equipment, of which only an excavating device 33 and a mounting device 34 are shown by way of example.
  • the chassis 29 is a rail undercarriage in the illustrated embodiment. Instead of a rail chassis or in addition to a rail chassis, a ground gear, e.g. a crawler undercarriage, be provided. This makes it possible for the railroad work vehicle 27, at a new production of a railroad track at least in its seen in the direction of the front part to operate without a track.
  • a ground gear e.g. a crawler undercarriage
  • a transport path 35 is provided on which transport bodies 36 for goods can be moved along the railway work vehicle 27.
  • the transport path 35 is here designed as a roller conveyor with rollers 37, on which the trained as boxes transport body 36 can be moved.
  • the rollers 37 or at least individual rollers 37 can be driven in rotation. It should be noted that in Fig. 2 merely by way of example a single transport track 35 is shown.
  • the plurality of transport paths for example, parallel to one another next to each other and / or arranged one above the other.
  • the transport bodies 36 can accommodate all types of goods, in particular working materials such as gravel, sand, gravel, cement, sleepers, iron, platelets, asphalt, soil conditioning substances, piling and signal foundations, but also supplies such as fuel and water. They can serve both to supply and to dispose of the working devices 33, 34 of the railway work vehicle 27.
  • working materials such as gravel, sand, gravel, cement, sleepers, iron, platelets, asphalt, soil conditioning substances, piling and signal foundations, but also supplies such as fuel and water. They can serve both to supply and to dispose of the working devices 33, 34 of the railway work vehicle 27.
  • the transport body 36 can be loaded, for example, via an unillustrated conveyor belt with excavated material of the excavating device 33.
  • conveyor belt may be provided, which can be filled, for example via a corresponding filling with material from the transport bodies 36.
  • a likewise not shown device for emptying the transport container 36 may be provided at a filling position.
  • the existing railroad grating 13 is first removed by the railway work vehicle 27.
  • the iron is automatically solved by a corresponding, preferably in the railway work vehicle 27 integrated device.
  • the used rails 15 are spread out from the sleepers 17 and deposited on a rail conveyor track 39 provided laterally on the chassis 31 of the railroad work vehicle 27.
  • the rail conveyor track 39 like the transport track 35, has rollers 37, of which optionally at least some are rotatably drivable. If desired, therefore, the stored used rails 15 can be transported away directly in or against the working direction I.
  • the used sleepers 17 are picked up by a suitable device integrated into the railroad work vehicle 27 and brought into one or more of the transport bodies 36.
  • the transport body 36 By means of the transport body 36, the used sleepers 17 can be easily transported away on the transport path 35 in or against the working direction I. If the used sleepers 17 can not be transported because of their poor condition, they can also be deposited next to the rail track 11 and can only be picked up manually after the remediation process has been completed.
  • the excavating device 33 optionally in conjunction with other devices used.
  • the gravel of the developed track bed 19 and the material of the developed layers of the substructure 25 is placed in one or more of the transport body 36 and transported on the transport path 35 either for disposal or fed to a recycling process.
  • the process ends here. Otherwise, the soil will be watered as needed, conditioned and compacted by applying lime or cement. Subsequently, a new substructure 25 is installed, for example by means of the installation device 34.
  • at least one protective layer 21 is incorporated, preferably in several thin layers. The material required for this purpose is transported in transport bodies 36 on the transport path 35.
  • a new track bed 19 is installed and compacted as needed.
  • the ballast for the track bed 19 is in turn transported in transport bodies 36 on the transport path 35.
  • new sleepers 17 are placed in the track bed 19. Subsequently, new rails 15 are transported to the rail conveyor track 39 and automatically threaded into the rail storage of the stored sleepers 17.
  • the preferably automatic transport of the new rails 15 can in this case on a further, in Fig. 2 invisible rail conveyor on the other side of the railway work vehicle 27.
  • two superimposed rail conveyor tracks 39 may be provided on each side of the railway work vehicle.
  • further rail conveyor tracks 39 are provided, on which a transport of long rails through the railway work vehicle 27 can take place.
  • corresponding switches may be provided.
  • three pairs of rail conveyor tracks 39 may be provided, one of the pairs serving to convey a pair of rails through the entire railroad work vehicle 27. This makes it possible to deliver the rails 15 for the track grid 13 to be installed, depending on the requirements with respect to the working direction I either from the front or from the back or transport the rails 15 of the removed track grid 13 either forward or backward.
  • the small iron are screwed and if necessary, the rehabilitated railroad track 11 is stuffed once or several times and / or dynamically stabilized.
  • the invention enables the renewal, rebuilding or removal of a rail track 11, including an improvement of the substructure 25, in a single continuous process by means of a single, possibly modular machine or by means of a single machine complex.
  • This in Fig. 2 illustrated railroad work vehicle 27 may form a module of a Eisenbahnarbeitszuges, according to the invention more such modules can be assembled.
  • each module may have different working devices, but it can also be two or more identical modules are put together.
  • the transport paths 35 and the rail conveyor tracks 39 of the modules are preferably designed so that the transport paths of several modules form a continuous transport path.
  • the transport lanes form with appropriate transport paths of other rail vehicles a continuous transport path, for example, with supply and / or Entsorgungsbergn.
  • the supply and removal of material to or from the railroad work vehicle 27 can take place by means of a train of several rail vehicles 28 coupled together, which will be described below with additional reference to FIG Fig. 3 be described in more detail.
  • the railway vehicle 28 is designed in principle similar to the railway work vehicle 27. However, it is designed as a simple railroad car with a rail 29 and has no working facilities.
  • a transport path 35 is provided, on which the transport bodies 36 are movable.
  • the transport path 35 is in turn designed as a roller conveyor with rollers 37. It can also be provided further transport paths, wherein the plurality of transport paths, for example, parallel to one another next to each other and / or arranged one above the other.
  • a rail conveyor track 39 is provided, which has like the transport path 35 rollers 37.
  • the transport track 35 and the rail conveyor track 39 are designed such that transport body 36 and rails 15 are movable on continuous tracks of railway vehicle 28 to railway vehicle 28 and of a railway vehicle 28 to the railway work vehicle 27 when a train of railway vehicles 28 in Fig. 2 from the left to the railroad work vehicle 27 is coupled.

Landscapes

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

Claims (20)

  1. Procédé pour nouvellement construire, rénover ou démonter une voie de chemin de fer (11) qui comprend une infrastructure (25), un lit de ballast (19) et une voie ferrée (13) posée sur celui-ci et comprenant des rails (15) et des traverses (17), le procédé comprenant les étapes consistant à :
    (i) installer une infrastructure (25) ou une partie d'une infrastructure (25) ;
    (ii) installer un lit de ballast (19) ; et
    (iii) installer une voie ferrée (13) ;
    et/ou le procédé comprenant les étapes consistant à :
    ( iv) démonter une voie ferrée (13) existante ;
    ( v) démonter un lit de ballast (19) existant ; et
    ( vi) démonter une infrastructure (25) existante ou une partie d'une infrastructure (25) existante ;
    dans lequel les étapes (i) - (iii) sont réalisées en une seule passe de travail au moyen d'un véhicule de travail ferroviaire (27) et/ou les étapes (iv) - (vi) sont réalisées en une seule passe de travail au moyen d'un véhicule de travail ferroviaire (27),
    caractérisé en ce que
    lors de la passe de travail de l'installation de l'infrastructure (25) ou de la partie de l'infrastructure (25), de la voie ferrée (13) et du lit de ballast (19), le matériau pour le lit de ballast (19) à installer, tel que du ballast neuf, et simultanément le matériau pour l'infrastructure (25) à installer ou pour la partie de l'infrastructure (25) à installer, tel que du sable neuf, sont livrés sur rails, et/ou en ce que
    lors de la passe de travail du démontage de la voie ferrée (13) existante, du lit de ballast (19) existant et de l'infrastructure (25) existante ou de la partie de l'infrastructure (25) existante, le matériau du lit de ballast (19) démonté, tel que l'ancien ballast, et simultanément le matériau de l'infrastructure (25) démontée ou de la partie de l'infrastructure (25) démontée, tel que l'ancien sable, sont évacués sur rails.
  2. Procédé selon la revendication 1,
    caractérisé en ce que
    la livraison sur rails du matériau pour le lit de ballast (19) à installer et du matériau pour l'infrastructure (25) à installer ou pour la partie de l'infrastructure (25) à installer s'effectue sans stockage intermédiaire, et/ou en ce que l'évacuation sur rails du matériau du lit de ballast (19) démonté et du matériau de l'infrastructure (25) démontée ou de la partie de l'infrastructure (25) démontée s'effectue sans stockage intermédiaire, et/ou en ce que la livraison et/ou l'évacuation sur rails du matériau s'effectue sur au moins une bande de transport (35) d'un véhicule ferroviaire (28), sur laquelle des corps de transport (36) pour des objets ou des objets formant des corps de transport sous forme d'articles individuels sont mobiles le long du véhicule ferroviaire (28).
  3. Procédé selon l'une au moins des revendications précédentes,
    caractérisé en ce que
    lors de la passe de travail de l'installation de l'infrastructure (25) ou d'une partie de l'infrastructure (25), de la voie ferrée (13) et du lit de ballast (19), au moins une couche de protection (21, 23) pour l'infrastructure (25), en particulier une couche de protection d'assiette (21), une couche de protection antigel et/ou une couche de protection contre les eaux est installée.
  4. Procédé selon la revendication 3,
    caractérisé en ce que
    la couche de protection (21, 23) installée ou les plusieurs couches de protection installées sont pourvues d'une armature simple, en particulier en utilisant une géogrille, une natte métallique ou une tôle déployée.
  5. Procédé selon la revendication 4,
    caractérisé en ce que
    au moins une couche de protection (21, 23) à installer est installée en plusieurs couches partielles, et de préférence chaque couche partielle est compactée avant d'appliquer une couche partielle suivante.
  6. Procédé selon l'une des revendications 3 à 5,
    caractérisé en ce que
    au moins une couche de protection (21, 23) installée ou une couche partielle d'une couche de protection est rendue rugueuse avant d'appliquer une couche de protection suivante (21, 23) ou une couche partielle de la même couche de protection.
  7. Procédé selon l'une au moins des revendications précédentes,
    caractérisé en ce que
    au moins une bande en un géomatériau, en particulier en un géosynthétique, en un géotextile ou en un géocomposite embarquée sur le véhicule de travail ferroviaire (27) est installée dans l'infrastructure (25) ou dans la partie de l'infrastructure (25).
  8. Procédé selon la revendication 7,
    caractérisé en ce que
    ladite au moins une bande en géomatériau est embarquée dans l'état enroulé et/ou plié sur le véhicule de travail ferroviaire (27) et elle est prélevée automatiquement pour l'installer.
  9. Procédé selon l'une au moins des revendications précédentes,
    caractérisé en ce que
    pendant le démontage de l'infrastructure (25) existante ou d'une partie de l'infrastructure (25) existante, le lit de ballast (19) d'une voie ferrée (11) voisine est soutenu, en particulier par un soutènement suiveur, et/ou en ce que
    pour installer l'infrastructure (25) ou une partie de l'infrastructure (25), un matériau est utilisé qui a été prélevé lors de la passe de travail du démontage de l'infrastructure (25) existante ou de la partie de l'infrastructure (25) existante, et/ou en ce que
    après le démontage de l'infrastructure (25) existante ou d'une partie de l'infrastructure (25) existante, et avant d'installer l'infrastructure (25) ou une partie de l'infrastructure (25), le sol est conditionné avant d'appliquer un produit de stabilisation de préférence en vrac, en particulier de la chaux ou du ciment, le produit de stabilisation étant en particulier livré sur rails.
  10. Procédé selon l'une au moins des revendications précédentes,
    caractérisé en ce que
    les rails (15) pour la voie ferrée (13) à installer sont livrés sur rails, et/ou en ce que
    les rails (15) de la voie ferrée (13) démontée sont évacués sur rails.
  11. Procédé selon la revendication 10,
    caractérisé en ce que
    les rails (15) pour la voie ferrée (13) à installer sont livrés sur rails conjointement avec le matériau pour le lit de ballast (19) à installer et/ou pour l'infrastructure (25) à installer ou pour la partie de l'infrastructure (25) à installer, tel que du ballast neuf ou du sable neuf, et/ou en ce que les rails (15) de la voie ferrée (13) démontée sont évacués sur rails conjointement avec le matériau du lit de ballast (19) démonté et/ou de l'infrastructure (25) démontée ou de la partie de l'infrastructure (25) démontée, tel que l'ancien ballast ou l'ancien sable.
  12. Procédé selon l'une au moins des revendications précédentes,
    caractérisé en ce que
    après avoir démonté l'ancienne infrastructure (25) ou de l'ancienne partie de l'infrastructure (25) et avant d'installer l'infrastructure (25) ou la partie de l'infrastructure (25), le sol est compacté.
  13. Procédé selon l'une au moins des revendications précédentes,
    caractérisé en ce que
    un unique véhicule de travail ferroviaire (27) est utilisé pour toutes les étapes du procédé.
  14. Procédé selon la revendication 13,
    caractérisé en ce que
    les rails (15) pour la voie ferrée (13) à installer et/ou les rails (15) de la voie ferrée (13) démontée sont acheminés à travers le véhicule ferroviaire (27, 28) sur une bande de convoyage de rails (39) agencée dans ou sur un véhicule ferroviaire (27, 28), de préférence entre les disques de roue.
  15. Procédé selon la revendication 14,
    caractérisé en ce que
    les rails (15) sont convoyés sur au moins une bande de convoyage de rails (39) qui est prévue sur un côté du véhicule ferroviaire (27), 28), les rails (15) étant convoyés de préférence sur plusieurs bandes de convoyage de rails (39) agencées les unes au-dessus des autres ou les unes à côté des autres.
  16. Procédé selon l'une des revendications 14 ou 15,
    caractérisé en ce que
    les rails (15) de la voie ferrée (13) démontée sont soulevés du sol, en particulier latéralement à côté du véhicule ferroviaire (27, 28), et pour l'évacuation ils sont transférés à une bande de convoyage de rails (39) agencée dans ou sur le véhicule ferroviaire (27, 28) et de préférence entre les disques de roue, et/ou en ce que
    les rails (15) pour la voie ferrée (13) à installer sont livrés sur une bande de convoyage de rails (39) agencée dans ou sur le véhicule ferroviaire (27, 28) et de préférence entre les disques de roue, et pour les poser ils sont transférés dans une zone latéralement à côté du véhicule ferroviaire (27, 28) ou au-dessous du véhicule ferroviaire (27, 28), et/ou en ce que les rails (15) sont tirés sur une bande de convoyage de rails (39) du véhicule ferroviaire (27, 28) et/ou ils sont enlevés de celle-ci en les tirant au moyen d'un dispositif de transmission de force de traction, en particulier un câble, une bande ou une chaîne, et en particulier une insertion de dispositifs de transmission de force de traction dans la bande de convoyage de rails (39) s'effectue en tirant les rails (15) depuis la bande de convoyage de rails (39).
  17. Procédé selon l'une au moins des revendications 14 à 16,
    caractérisé en ce que
    pour la livraison sur rails et/ou pour l'évacuation sur rails, les rails (15) sont mis à longueur et posés dans un conteneur de transport (36).
  18. Véhicule de travail ferroviaire (27) pour mettre en oeuvre un procédé selon l'une des revendications précédentes,
    le véhicule de travail ferroviaire (27) comprenant au moins une bande de transport (35) sur laquelle des corps de transport (36) pour des objets ou des objets formant des corps de transport sous forme d'articles individuels sont mobiles le long du véhicule de travail (27),
    caractérisé en ce que
    le véhicule de travail ferroviaire (27) comprend un module de construction pour installer la voie ferrée (13) et le matériau du lit de ballast (19) et le matériau de l'infrastructure (25) ou d'une partie de l'infrastructure (25) et/ou un module de construction pour démonter la voie ferrée (13) et le matériau du lit de ballast (19) et le matériau de l'infrastructure (25) ou de la partie de l'infrastructure (25).
  19. Véhicule de travail ferroviaire (27) selon la revendication 18,
    caractérisé en ce que
    le véhicule de travail ferroviaire (27) comprend un dispositif pour recevoir et transporter les rails (15) de la voie ferrée (13) démontée.
  20. Véhicule de travail ferroviaire selon la revendication 18 ou 19,
    caractérisé en ce que
    le véhicule de travail ferroviaire (27) comprend un dispositif de compactage tel qu'une plaque vibrante entraînée ou un rouleau vibrant, et/ou en ce que le véhicule de travail ferroviaire (27) comprend un dispositif de bourrage et/ou de profilage.
EP13798597.4A 2012-11-15 2013-11-14 Système de transport sur rail pour un engin de pose de voie Active EP2920366B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102012220916.6A DE102012220916A1 (de) 2012-11-15 2012-11-15 Verfahren zum Neuherstellen, Sanieren oder Rückbauen einer Schienenfahrbahn
PCT/EP2013/073780 WO2014076160A1 (fr) 2012-11-15 2013-11-14 Système de transport ferroviaire pour engin de construction de voie ferrée

Publications (2)

Publication Number Publication Date
EP2920366A1 EP2920366A1 (fr) 2015-09-23
EP2920366B1 true EP2920366B1 (fr) 2018-09-19

Family

ID=49680988

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13798597.4A Active EP2920366B1 (fr) 2012-11-15 2013-11-14 Système de transport sur rail pour un engin de pose de voie

Country Status (6)

Country Link
US (1) US9856609B2 (fr)
EP (1) EP2920366B1 (fr)
AU (1) AU2013346824B2 (fr)
DE (1) DE102012220916A1 (fr)
EA (1) EA032594B1 (fr)
WO (1) WO2014076160A1 (fr)

Families Citing this family (41)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102014000351A1 (de) * 2014-01-16 2015-07-16 PROTHUR Maschinen- und Anlagenbau GmbH Abplattungsanlage
AT14465U1 (de) * 2014-07-14 2015-11-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Reinigungsfahrzeug zum Reinigen von Schotter eines Gleises
US11672203B2 (en) 2018-10-26 2023-06-13 Deere & Company Predictive map generation and control
US11957072B2 (en) 2020-02-06 2024-04-16 Deere & Company Pre-emergence weed detection and mitigation system
US12069978B2 (en) 2018-10-26 2024-08-27 Deere & Company Predictive environmental characteristic map generation and control system
US11589509B2 (en) 2018-10-26 2023-02-28 Deere & Company Predictive machine characteristic map generation and control system
US11467605B2 (en) 2019-04-10 2022-10-11 Deere & Company Zonal machine control
US11079725B2 (en) 2019-04-10 2021-08-03 Deere & Company Machine control using real-time model
US11178818B2 (en) 2018-10-26 2021-11-23 Deere & Company Harvesting machine control system with fill level processing based on yield data
US11641800B2 (en) 2020-02-06 2023-05-09 Deere & Company Agricultural harvesting machine with pre-emergence weed detection and mitigation system
US11653588B2 (en) 2018-10-26 2023-05-23 Deere & Company Yield map generation and control system
US11240961B2 (en) 2018-10-26 2022-02-08 Deere & Company Controlling a harvesting machine based on a geo-spatial representation indicating where the harvesting machine is likely to reach capacity
US11778945B2 (en) 2019-04-10 2023-10-10 Deere & Company Machine control using real-time model
US11234366B2 (en) 2019-04-10 2022-02-01 Deere & Company Image selection for machine control
US12035648B2 (en) 2020-02-06 2024-07-16 Deere & Company Predictive weed map generation and control system
US11477940B2 (en) 2020-03-26 2022-10-25 Deere & Company Mobile work machine control based on zone parameter modification
US12069986B2 (en) 2020-10-09 2024-08-27 Deere & Company Map generation and control system
US11927459B2 (en) 2020-10-09 2024-03-12 Deere & Company Machine control using a predictive map
US11474523B2 (en) 2020-10-09 2022-10-18 Deere & Company Machine control using a predictive speed map
US11895948B2 (en) 2020-10-09 2024-02-13 Deere & Company Predictive map generation and control based on soil properties
US11711995B2 (en) 2020-10-09 2023-08-01 Deere & Company Machine control using a predictive map
US11675354B2 (en) 2020-10-09 2023-06-13 Deere & Company Machine control using a predictive map
US11849672B2 (en) 2020-10-09 2023-12-26 Deere & Company Machine control using a predictive map
US11727680B2 (en) 2020-10-09 2023-08-15 Deere & Company Predictive map generation based on seeding characteristics and control
US11889788B2 (en) 2020-10-09 2024-02-06 Deere & Company Predictive biomass map generation and control
US11845449B2 (en) 2020-10-09 2023-12-19 Deere & Company Map generation and control system
US12013245B2 (en) 2020-10-09 2024-06-18 Deere & Company Predictive map generation and control system
US11844311B2 (en) 2020-10-09 2023-12-19 Deere & Company Machine control using a predictive map
US11983009B2 (en) 2020-10-09 2024-05-14 Deere & Company Map generation and control system
US11650587B2 (en) 2020-10-09 2023-05-16 Deere & Company Predictive power map generation and control system
US11871697B2 (en) 2020-10-09 2024-01-16 Deere & Company Crop moisture map generation and control system
US11592822B2 (en) 2020-10-09 2023-02-28 Deere & Company Machine control using a predictive map
US11825768B2 (en) 2020-10-09 2023-11-28 Deere & Company Machine control using a predictive map
US11635765B2 (en) 2020-10-09 2023-04-25 Deere & Company Crop state map generation and control system
US11874669B2 (en) 2020-10-09 2024-01-16 Deere & Company Map generation and control system
US11849671B2 (en) 2020-10-09 2023-12-26 Deere & Company Crop state map generation and control system
US11946747B2 (en) 2020-10-09 2024-04-02 Deere & Company Crop constituent map generation and control system
US11864483B2 (en) 2020-10-09 2024-01-09 Deere & Company Predictive map generation and control system
US11889787B2 (en) 2020-10-09 2024-02-06 Deere & Company Predictive speed map generation and control system
US12082531B2 (en) 2022-01-26 2024-09-10 Deere & Company Systems and methods for predicting material dynamics
US12058951B2 (en) 2022-04-08 2024-08-13 Deere & Company Predictive nutrient map and control

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2487294A1 (fr) * 2011-02-09 2012-08-15 Herzog Contracting Corp. Système de guidage de rails sur un train de rails

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3443674A (en) * 1967-11-08 1969-05-13 Andrew T Kornylak Rollerway and roller therefor
CH620005A5 (fr) * 1978-04-19 1980-10-31 Scheuchzer Auguste Les Fils D
US5174211A (en) * 1991-08-05 1992-12-29 Snead Edwin D Panel track delivery system
DE4339833C2 (de) * 1993-11-23 1996-04-18 Euka Bauelemente Verkaufsgesel Baumaschine für den Neu- bzw. Ausbau oder Rückbau von befestigten Verkehrswegen
DE19916585A1 (de) * 1999-04-13 2000-10-19 Gsg Knape Gleissanierung Gmbh Gerät zur Verwendung bei der Erneuerung einer Gleisanlage
DE10008986A1 (de) * 2000-02-25 2001-08-30 Gsg Knape Gleissanierung Gmbh Verfahren zur Erneuerung oder zum Umbau einer Gleisanlage und Vorrichtung hierfür
AT3919U3 (de) * 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz Maschine zum abbau eines alten und verlegen eines neuen gleises
EP1775190A3 (fr) 2005-10-17 2007-06-20 VolkerRail Nederland BV Renouvellement du lit de ballast d'une voie ferrée
US7470094B2 (en) * 2005-11-10 2008-12-30 Gse Lining Technology, Inc. Geonet for a geocomposite
US8079778B2 (en) * 2008-05-02 2011-12-20 Byron Kelly Colkitt Geotextile applicator device and method
CN201195817Y (zh) * 2008-05-29 2009-02-18 中国科学院寒区旱区环境与工程研究所 对流-通风复合路基
CN202466344U (zh) * 2012-03-19 2012-10-03 中铁第四勘察设计院集团有限公司 地震区铁路路基结构

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2487294A1 (fr) * 2011-02-09 2012-08-15 Herzog Contracting Corp. Système de guidage de rails sur un train de rails

Also Published As

Publication number Publication date
AU2013346824A1 (en) 2015-06-11
AU2013346824B2 (en) 2017-12-07
US20150345084A1 (en) 2015-12-03
WO2014076160A1 (fr) 2014-05-22
EA201590938A1 (ru) 2015-09-30
DE102012220916A1 (de) 2014-05-15
US9856609B2 (en) 2018-01-02
EP2920366A1 (fr) 2015-09-23
EA032594B1 (ru) 2019-06-28

Similar Documents

Publication Publication Date Title
EP2920366B1 (fr) Système de transport sur rail pour un engin de pose de voie
DE3035910C2 (fr)
EP2054552B1 (fr) Procédé et dispositif pour renouveler un lit de ballast
DE4237712C2 (de) Anlage zur Herstellung einer Planumschutzschicht
EP2709892B1 (fr) Engin de travaux ferroviaires
EP2298993B1 (fr) Procédé de rénovation de l'infrastructure de voie d'une voie ferrée
DE102010045068B3 (de) Sanierverfahren für den mehrschichtigen Unterbau bei Bahnstrecken sowie Kopfarbeitswagen
DE202008003589U1 (de) Gleiswegsanierungsmaschine mit Tragschichtfräse
DE19848655B4 (de) Sanierung von Festen Fahrbahnen
AT517075B1 (de) Verfahren zum Stabilisieren eines Erdplanums
EP2374931B1 (fr) Procédé d'assainissement pour la sous-structure multicouche de voies ferrées
DE4407747C2 (de) Gleis für den schienengeleiteten Verkehr sowie Verfahren zum Ertüchtigen von Gleisen
WO2012103859A1 (fr) Dispositif et procédé de construction et d'entretien de voies ferrées
DD154226A5 (de) Verfahren und vorrichtung zur untergrundsarnierung von eisenbahngleisen
EP2071077B1 (fr) Procédé de renouvellement du bâti multicouche de rails
EP2295638B1 (fr) Procédé destiné à l'établissement d'un rail
DE4308072A1 (de) Verfahren und Vorrichtung zur Aufarbeitung eines Gleisunterbaus
DE19529023C2 (de) Fahrzeug zur Sanierung von weniger tragfähigen und kontaminierten Schichten des Unterbaues und/oder Untergrundes unter einer befestigten Verkehrsfläche, insbesondere eines Eisenbahngleises
EP3636834B1 (fr) Procédé de création d'une nouvelle piste pour une voie ferrée
EP1512792B1 (fr) Couche protectrice pour le substrat de la voie ferrée
EP2130973B1 (fr) Train de traveaux de réhabilitation de la voie et de l'infrastructure d'un chemin de fer
DE19834072A1 (de) Sanierung von festen Fahrbahnen
DD256347A1 (de) Verfahren zur unterbausanierung von eisenbahngleisen
EP2235263A1 (fr) Dispositif de transport de matériaux de construction pour l'infrastructure et/ou la superstructure d'une voie de circulation

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

17P Request for examination filed

Effective date: 20150610

AK Designated contracting states

Kind code of ref document: A1

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

DAX Request for extension of the european patent (deleted)
17Q First examination report despatched

Effective date: 20170929

REG Reference to a national code

Ref country code: DE

Ref legal event code: R079

Ref document number: 502013011136

Country of ref document: DE

Free format text: PREVIOUS MAIN CLASS: E01B0027000000

Ipc: E01B0001000000

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 27/11 20060101ALI20180307BHEP

Ipc: E01B 1/00 20060101AFI20180307BHEP

Ipc: E01B 27/00 20060101ALI20180307BHEP

Ipc: E01B 27/08 20060101ALI20180307BHEP

INTG Intention to grant announced

Effective date: 20180411

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): 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

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: AT

Ref legal event code: REF

Ref document number: 1043408

Country of ref document: AT

Kind code of ref document: T

Effective date: 20181015

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: DE

Ref legal event code: R096

Ref document number: 502013011136

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: INTELLECTUAL PROPERTY SERVICES GMBH, CH

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20180919

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

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: 20181219

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: 20181219

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: 20180919

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: 20181220

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: 20180919

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: 20180919

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: 20180919

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: 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: 20180919

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: 20180919

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: 20180919

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

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: 20180919

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: 20180919

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: 20180919

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: 20180919

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: 20190119

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: 20180919

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: 20180919

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: 20180919

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

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: 20180919

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: 20180919

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: 20190119

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502013011136

Country of ref document: DE

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: 20181114

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: 20180919

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: 20180919

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20181130

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

26N No opposition filed

Effective date: 20190620

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: 20181114

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: 20180919

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: 20181130

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: 20180919

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: 20180919

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: 20131114

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: 20180919

Ref country code: MK

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

Effective date: 20180919

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

Ref country code: GB

Payment date: 20231123

Year of fee payment: 11

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

Ref country code: FR

Payment date: 20231120

Year of fee payment: 11

Ref country code: CH

Payment date: 20231202

Year of fee payment: 11

Ref country code: AT

Payment date: 20231121

Year of fee payment: 11

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

Ref country code: DE

Payment date: 20240129

Year of fee payment: 11