EP2920366A1 - Système de transport ferroviaire pour engin de construction de voie ferrée - Google Patents

Système de transport ferroviaire pour engin de construction de voie ferrée

Info

Publication number
EP2920366A1
EP2920366A1 EP13798597.4A EP13798597A EP2920366A1 EP 2920366 A1 EP2920366 A1 EP 2920366A1 EP 13798597 A EP13798597 A EP 13798597A EP 2920366 A1 EP2920366 A1 EP 2920366A1
Authority
EP
European Patent Office
Prior art keywords
track
substructure
doing
railway
rails
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP13798597.4A
Other languages
German (de)
English (en)
Other versions
EP2920366B1 (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

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
    • 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
    • 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
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/001—Track with ballast

Definitions

  • the present invention relates to a method for restoring, rehabilitating or dismantling a railroad track comprising a substructure, a track bedding and a track grid with rails and sleepers laid thereon, the method comprising the following steps:
  • the so-called Planum Often it is necessary not only to renew the track bedding, but also the associated substructure, the so-called Planum.
  • a non-load-bearing substrate is removed and replaced by a more stable base course structure. As a result, the load-bearing stability of the rail track can be increased.
  • 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 carrying out work in a single operation, it is possible to to understand about doing all the necessary steps in a particular place and in immediate time sequence.
  • 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 different operations of track renewal, ballast bed cleaning and runway improvement, including the use of machinery. In addition, the performance of existing refurbishment machines is low. This is especially true for discontinuous machines which are e.g. replace a track grid by the hole, ie 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.
  • Track bedding Material for the track bedding to be installed such as new ballast, as well as material for the substructure to be installed or part of the substructure, such as new sand or gravel, is transported by rail and / or during the operation of removing the existing track grid
  • the track-bound transporting of material for the track bedding to be installed, of material for the track grid to be installed and of material for the substructure or part of the substructure to be installed takes place simultaneously and / or that the track-bound removal of material from the removed track grid, from Material of the dismounted track bedding and material of the removed substructure or part of the substructure takes place simultaneously.
  • 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 transporting and / or transporting of material can take place on at least one transport lane of a railway be performed on which transport body for objects or transport body forming objects in the form of cargo along the railway vehicle are moved.
  • 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 substructure layers may include, for example, 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 means of a railroad work vehicle, wherein at least one track carried on the railway work vehicle is made of a geo-material, in particular a geosynthetics, a geotextile or a geo-textile. composite material is incorporated into the substructure or part of the substructure.
  • a railroad work vehicle wherein at least one track carried on the railway work vehicle is made of a geo-material, in particular a geosynthetics, a geotextile or a geo-textile. composite material is incorporated into the substructure or part of the substructure.
  • 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 railway 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 roll transversely to the unwinding direction, the roll 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 overall is sufficient to carry relatively narrow rollers on the railway work vehicle, which is in terms of storage and handling of considerable advantage.
  • such narrow rollers can be transported and unrolled as required 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 to install the substructure or part of the substructure, which was removed during the operation of removing 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 free-flowing stabilizing agent, in particular lime or cement, wherein in particular the stabilizing agent is transported by rail.
  • a preferably free-flowing stabilizing agent in particular lime or cement
  • 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 grille together with the material of the dismantled track bedding and / or the dismantled substructure or part of the substructure, such as old ballast or used sand, are transported by rail.
  • 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 ground is compacted in order to provide a more stable foundation for the rail track to be created.
  • the moisture of the soil to be compacted is measured and, as required, water is introduced into prepared material for the substructure or part of the substructure to be installed before compacting as a function of 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.
  • 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.
  • targeted new ballot can be used, 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.
  • ballast is used.
  • the built-in ballast can be compacted, in particular before installing the track grid. If required, 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. Furthermore, in 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.
  • loading Preferably, a single railway work vehicle is used for all process steps.
  • the rails for the track grid to be installed and / or the tracks of the removed track grid can be conveyed through a railway vehicle according to an embodiment of the invention, which is also claimed, preferably arranged on a in or on the railway vehicle and more preferably between the wheel discs rail conveyor track. This facilitates track installation
  • the blocking pause for the arrival and removal of the long rails can be saved. Since the rail conveyance takes place in the usually poorly usable light space between the wheel disks, the remaining easily usable light space of the railway vehicle is free for the conveyance of further material, e.g. of bulk material in appropriate transport containers.
  • 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 rust can be transported to one side of the railroad vehicle while two rails of a removed railroad rail are removed on the other side of the railroad vehicle.
  • material such as new ballast or new noise waves. and possibly used materials such as old ballast or old sleepers are transported away.
  • the rails of the removed track grid in particular laterally from the railway vehicle, taken from the ground and transferred for transport 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 transferred to a region laterally from the railway vehicle or under the railroad vehicle.
  • the conveyed rails can be picked up 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 track 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 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.
  • 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 floor by the machine that is producing the track preparation, the track restoration or the track dismantling and, if necessary, be picked up again after resuming the stored rails.
  • the invention also relates to a railway work vehicle adapted to carry out a method as described above.
  • the railroad work vehicle preferably comprises a building module for
  • the railway work vehicle additionally comprise at least one recycling module separate from the building module or the building modules for cleaning 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 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.
  • the railway work vehicle may also comprise at least one transport path on which transport bodies for objects or transport body-forming objects in the form of piece goods can be moved along the railway work vehicle.
  • the invention also relates to a system for track-bound transport of objects, for example for transporting material to and from a railroad work vehicle, having a plurality of rail vehicles which can be coupled together and each having at least one transport path on which the objects can be moved along the railway vehicles and which is designed so that the transport lanes of coupled railway vehicles are connected to each other Shen, wherein transport bodies are provided for the objects, which are designed to be movable along successive transport paths from railway vehicle to railway vehicle, or wherein the articles are piece goods and even form such transport body.
  • the railway vehicles further each have at least one rail conveyor on which rails can be conveyed through the railway vehicles.
  • Fig. 1 is a sectional view of a railroad track.
  • FIG. 2 is a simplified side view of a railroad work vehicle according to the invention.
  • FIG. 2 is a simplified side view of a railroad work vehicle according to the invention.
  • FIG. 3 is a simplified side view of a railway vehicle according to the invention, which is designed for track-bound transport to and from the railroad work vehicle according to FIG. 2.
  • a 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 1 1, which may comprise further layers depending on the design. If the substructure 25 more Layers, these may be separated by Geowerkstoff- layers or the like.
  • the railway working vehicle 27 according to the invention shown in FIG. 2 comprises a chassis 31 carried by a chassis 29 and a plurality of working devices carried by the chassis 31, of which only one lifting device 33 and one mounting device 34 are shown by way of example.
  • the chassis 29 is in the illustrated embodiment, a rail landing gear.
  • 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 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, by way of example only, a single transport path 35 is shown.
  • NEN further transport paths may be provided, wherein the plurality of transport paths, for example, parallel to each other 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 bodies 36 can be loaded with excavated material of the excavating device 33, for example, via a conveyor belt (not shown).
  • a conveyor belt may also be provided, which may be e.g. can be filled with material from the transport bodies 36 via a corresponding filling device.
  • a likewise not shown device for emptying the transport container 36 may be provided at a filling position.
  • the existing track 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 due to their poor condition, they can also be deposited next to the rail track 11 and only be picked up manually after the remediation process has been completed.
  • the expansion of the track bed 19 and the substructure 25 preferably in several individual layers.
  • 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 take place here on a further, not visible in Fig. 2 rail conveyor on the other side of the railway work vehicle 27.
  • two rail conveyors 39 arranged one above the other can be provided on each side of the rail work vehicle 27.
  • further rail conveyor tracks 39 are provided on which a transport of
  • Long rails can be done by the railway work vehicle 27 therethrough.
  • 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 rear, or to transport the rails 15 of the removed track grid 13 either forward or backward.
  • the small iron is screwed and, if necessary, the rehabilitated railroad track 1 1 stuffed once or several times and / or dynamically stabilized.
  • the invention enables the renewal, rebuilding or removal of a railroad track 1 1 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.
  • the railway work vehicle 27 shown in FIG. 2 may form a module of a railway work train, whereby according to the invention a plurality of such modules may 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 Entsorgungsmannn.
  • the supply and removal of material to or from the railroad work vehicle 27 can be done by means of a train of several rail vehicles 28 coupled together, which will be described in more detail below with additional reference to FIG.
  • 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 path 35 and the rail conveyor track 39 are designed such that transport body 36 and rails 15 are movable on continuous webs of railway vehicle 28 to railway vehicle 28 and from a railway vehicle 28 to the railway work vehicle 27 when a train of railway vehicles 28 in Fig. 2 from the left is coupled to the railroad work vehicle 27.

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

Abstract

Procédé de construction, de réfection ou de démontage d'une voie ferrée comprenant une infrastructure, un ballast et une structure de voie ferrée posée sur ce dernier, composée de rails et de traverses, ledit procédé comprenant la construction d'une infrastructure ou d'une partie d'une infrastructure, la construction d'un ballast et la construction d'une structure de voie ferrée, et/ou le démontage d'une structure de voie ferrée existante, le démontage d'un ballast existant et le démontage d'une infrastructure ou d'une partie d'infrastructure existante. Selon l'invention, la construction de la structure de voie ferrée, la construction du ballast et la construction de l'infrastructure ou d'une partie de l'infrastructure peuvent être effectuées en une seule opération et/ou le démontage de la structure de voie ferrée existante, le démontage du ballast existant et le démontage de l'infrastructure existante ou d'une partie de l'infrastructure peuvent être réalisés en une seule opération L'apport et l'évacuation des matériaux de ballast et/ou d'infrastructure sont réalisés par transport ferroviaire.
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 true EP2920366A1 (fr) 2015-09-23
EP2920366B1 EP2920366B1 (fr) 2018-09-19

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

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US9856609B2 (en) 2018-01-02
EA032594B1 (ru) 2019-06-28
EP2920366B1 (fr) 2018-09-19
EA201590938A1 (ru) 2015-09-30
AU2013346824B2 (en) 2017-12-07
DE102012220916A1 (de) 2014-05-15
US20150345084A1 (en) 2015-12-03
AU2013346824A1 (en) 2015-06-11

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