EP2025810A1 - Machine de nettoyage de voie ferrée dotée d'une excavation à triple séparation - Google Patents

Machine de nettoyage de voie ferrée dotée d'une excavation à triple séparation Download PDF

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Publication number
EP2025810A1
EP2025810A1 EP08162467A EP08162467A EP2025810A1 EP 2025810 A1 EP2025810 A1 EP 2025810A1 EP 08162467 A EP08162467 A EP 08162467A EP 08162467 A EP08162467 A EP 08162467A EP 2025810 A1 EP2025810 A1 EP 2025810A1
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EP
European Patent Office
Prior art keywords
track
layer
ballast
excavated
excavation
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
EP08162467A
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German (de)
English (en)
Other versions
EP2025810B1 (fr
Inventor
Dietrich Konecny
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.)
Wiebe Holding & Cokg GmbH
Wiebe Holding & Co KG GmbH
Wiebe Holding & Cokg GmbH
Original Assignee
Wiebe Holding & Cokg GmbH
Wiebe Holding & Co KG GmbH
Wiebe Holding & Cokg GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Wiebe Holding & Cokg GmbH, Wiebe Holding & Co KG GmbH, Wiebe Holding & Cokg GmbH filed Critical Wiebe Holding & Cokg GmbH
Priority to PL08162467T priority Critical patent/PL2025810T3/pl
Priority to SI200830083T priority patent/SI2025810T1/sl
Publication of EP2025810A1 publication Critical patent/EP2025810A1/fr
Application granted granted Critical
Publication of EP2025810B1 publication Critical patent/EP2025810B1/fr
Active legal-status Critical Current
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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
    • E01B27/10—Renewing or cleaning the ballast in situ, with or without concurrent work on the track without taking-up track

Definitions

  • the invention relates to a continuous track rail track rehabilitation machine for track-based track reconditioning, comprising: a front excavator chain configured to excavate a first upper layer of a trackway substructure, a rear excavator chain driven in the forward direction of travel behind the front excavation chain is arranged and designed to excavate a second, below the first, upper layer underlying lower layer, a first insertion device, which is arranged in the direction of travel during labor behind the second Aushubkette and is adapted for introducing a base course material, a second insertion device, the Direction of travel when working behind the first introduction and compression device is arranged and is designed for the introduction of ballast.
  • Another aspect of the invention is a method of track-based trackside remediation in continuous motion.
  • Track reconditioning machines and track rehabilitation methods of the aforementioned kind are known and serve to rehabilitate track ways, which no longer meet the requirements for safety and resilience with respect to the stresses occurring in daily operation.
  • the safety and resilience can be reduced, for example, by the fact that by ballast pollution - For example, as a result of ascended sand or Erdan turnover from the lower layer region of the track substructure or by a penetrating from the surface pollution - the safe ballasting the tracks is no longer guaranteed.
  • the layer located below the ballast layer be it a base layer or a lower layer designed in a different way, can no longer ensure safe drainage and load absorption due to changes such as under-flushing, leaching, warping or the like and requires a track restoration.
  • a common reason for track shunting is that the track track no longer meets the increased demands of day-to-day operation due to, for example, higher track speeds, and consequently has to be raised to a higher standard, which also requires rehabilitation.
  • the track is raised together with thresholds, excavated the underlying substructure by means of excavation chains and introduced a new substructure and solidified, on which the track is then stored again and anchored by ballast.
  • the German patent DE 201 12 865 a track construction machine having a first and second Aushubkette which excavate the old substructure material of the track path. This material is transported away and stored in entrained bunker cars of the track construction train.
  • new substructure material is then introduced and introduced, in the form of a base layer, which is introduced as the lowest layer, compacted and leveled, a layer protection layer, which is introduced as a layer above and compacted and leveled and a subsequent thereto gravel layer.
  • Such track construction machines and the corresponding track remediation methods are suitable and practicable for track ways which require a fundamental refurbishment.
  • Such track reclamation projects require the complete removal and use of new materials, and for this purpose a large number of bunker cars are required to provide for the appropriate Storage of the materials.
  • the process must be interrupted at regular intervals in order to transport bunker wagons filled with waste and to introduce new, empty bunker wagons and to replace the emptied bunker wagons provided with new material with filled bunker wagons.
  • the track track substructure partially contains material that can be used for the new track track substructure
  • EP 0 940 502 B1 known to sieve the excavated material and certain, filtered-out portions of the excavated waste material to use for the new track track substructure. It is fundamentally advantageous for such an approach that the volume of material to be transported off and transported can be reduced by the at least partial recycling because a partial material cycle is achieved within the track construction machine. However, the method and the track-laying machine can be further improved.
  • a first improvement goal follows from the fact that the suitability of the excavated material varies greatly depending on the track conditions and requires a more or less large treatment process within the track construction machine.
  • material can be taken which can be used without major processing, for example, only after screening, for certain layers of the new track track substructure.
  • a major conditioning operation is required to filter, break, wash and the like heavily soiled soils or soils having substantially unsatisfactory grain fractions in order to gain the small amount of usable material for the new trackway substructure.
  • the different soil conditions arise on the one hand in the different sections, since track paths often run along different soils, such as heavily sandy soils, heavily clay soils, rocky soils or mixtures thereof.
  • stratifications usually occur in the various soil types, be it concretely in the surface area of the track track or in the deeper area of the bearing earth layer of the track way. It is desirable to have a track rehabilitation machine that operates efficiently and inexpensively under these different conditions.
  • This object is achieved according to the invention by providing, in a track remover of the type mentioned above, a middle excavation chain which is arranged between the front and the rear excavation chain and is designed to excavate an intermediate layer lying between the first, upper layer and the lower layer.
  • a track reconditioning machine is provided with which the old track substructure material, ie the old ballast and the underlying soil layers, is excavated by means of three excavation chains to a depth required for the installation of the new track track substructure.
  • the three Aushubketten are arranged in the working direction one behind the other on the Gleiswegsan istsmaschine and lift three layers in succession.
  • All three excavation chains can be adjusted with regard to their excavation depth, so that the track remover according to the invention can be adapted to different layer structures of the track and different ground conditions along the track.
  • the front excavating chain is adjustable to excavate a near-surface gravel layer.
  • a near-surface gravel layer is excavated.
  • This near-surface gravel layer is typically the best preserved and least contaminated old ballast layer and is therefore suitable to be used directly as recycled ballast after a low effort treatment - younger track paths possibly even without treatment - and consequently by the second introduction device to be introduced as gravel of the new substructure.
  • the volume of the ballast to be removed and to be newly provided can be significantly reduced, without the need for elaborate treatment measures.
  • the middle excavation chain is adjustable to excavate an intermediate layer, which is comprised of crushed stone and contaminants, below the first upper layer.
  • a trackway is characterized by such an intermediate layer in which the ballast mixes with underlying soil, soil or the like.
  • Such an intermediate layer still contains essential
  • gravel fractions whose recovery is attractive and cost-saving, require a treatment, in particular a screening.
  • the gravel material obtained from this intermediate layer is often no longer sufficiently sharp for the production of a new ballast bed or not sufficiently sharpened for this purpose. Therefore, it is often necessary to use the ballast from the intermediate layer for a different purpose or a different layer in the newly built track track substructure as the overlying shallow gravel. This is made possible by the separate excavation of the ballast of the intermediate layer.
  • the rear excavation chain is adjustable in order to excavate a layer which is located below the intermediate layer and consists essentially of fine grain fractions.
  • the rear excavation chain lifts the old track substructure to the depth needed to provide a standard to be met by the new track track substructure.
  • the rear excavation chain excavates a low-lying layer portion of the old trackway substructure, often with large proportions or solely consisting of the natural soil material. This material is suitable only in certain cases, namely, when the natural soil has particularly advantageous compositions for a new track track substructure, for being fed to a recycling circuit within the track construction machine. Often, such recycling can be achieved only with elaborate processing steps within the track construction machine. However, in most track rehabilitation applications, the material excavated with the back excavating chain will not be usable for recycling and thus must be stored temporarily in entrained bunker cars.
  • ballast processing device may in this case comprise, for example, a screening device, a ballast washing device with a ballast washing with water, a ballast sharpening device and / or a ballast breaking device.
  • the excavated ballast can either be fed to only one of these processing units or successively pass through several of these processing units to be brought into the condition required for the new track.
  • ballast mixing device and means for directing the mixture produced in the ballast mixing device to the second introduction device, wherein the second ballast conveyor device and a conveyor device for conveying new ballast empties out of a bunker carriage into the ballast mixing device.
  • the gemstone to be mixed in can be chosen so that the mixture in conjunction with the quality of the old ballot a quality of the mixture is achieved according to the requirements, for example by the old ballast, which has basically smaller particle sizes after refraction, is mixed with Neuschotter larger grain sizes in order to achieve an overall particle size distribution according to the requirement.
  • the track remover according to the invention may be further developed by a first excavation conveyor for conveying the excavated material conveyed by the middle excavation chain to a material processing device and a second excavating conveyor for conveying the processed excavated material from the material processing device to the first introduction device.
  • a first excavation conveyor for conveying the excavated material conveyed by the middle excavation chain to a material processing device
  • a second excavating conveyor for conveying the processed excavated material from the material processing device to the first introduction device.
  • the excavated material excavated in the second step may be mixed with virgin material prior to its incorporation into the new track track substructure to ensure the bearing capacity of the newly produced layer and optionally other properties such as drainage capability or the like.
  • the ballast processing device comprises a screening device, which is designed to screen out constituents below a certain grain size from the excavated ballast.
  • a screening device which is designed to screen out constituents below a certain grain size from the excavated ballast. This makes it possible, when processing the ballast sift ingredients below a certain grain size from the excavated old ballast, to provide recycling gravel in this way, which has only ballast stones above a certain grain size and thus is suitable for the production of the new ballast bed.
  • the falling through the sieve smaller particle sizes can either be stored in a bunker car and ultimately disposed of or used for other layers of the new track track substructure, optionally after further treatment steps.
  • Grain size in the sense of the invention is to be understood in particular as meaning the maximum dimension of a grain or the mean value of grain dimensions in different directions of a grain.
  • a conveying device for conveying excavated material from the rear excavating chain to the screening device and a material guiding device, adapted to selectively provide the screening device with ballast from the front excavating chain or excavating material from the rear excavating chain.
  • the material processing device comprises a screening device, a comminuting device and a conveying device for conveying filtered coarse parts from the screening device to the comminution device and a material guiding device which is designed to selectively guide the excavation of the central conveying chain to the screening device or the comminuting device ,
  • the excavated material may thus first be subjected to filtering in order to filter out the suitable coarse fractions and these coarse fractions are subsequently comminuted, for example in order to supply them to the first introduction device and to use them as coarse components of the new support layer to be newly produced.
  • a PSS insertion device which is arranged in the direction of travel during labor input between the first and the second insertion means and is adapted to apply to the support layer introduced by the first introduction means a layer protection layer.
  • a cover protection layer serves in particular to ensure a reliable drainage of the new track.
  • Tarpaulin protective layers typically need to be adapted to the natural ground in the area of the track and, depending on the nature of this natural soil, require either fluid storage capacity or liquid impermeability to prevent damage to the trackway by leaching, under-flushing, frost and the like.
  • the leveling protective layer can typically be made using only or substantially virgin material.
  • the track remover according to the invention can be further developed by the front, middle and / or rear excavation chain are supported on a bridge, which is in use of the machine on a first chassis, which is arranged in front of the front excavation chain in the direction of travel, and a second chassis , which is arranged in the direction of travel behind the rear insertion device, supported.
  • a bridge which is in use of the machine on a first chassis, which is arranged in front of the front excavation chain in the direction of travel
  • a second chassis which is arranged in the direction of travel behind the rear insertion device, supported.
  • the front chassis in the working direction runs on a track that is supported on the old track track substructure.
  • the bridge spans the entire section where this track is levitating due to the removal of the track track substructure and the layered structure of the new track track substructure and the rear undercarriage running on the same track now supported on the new track track substructure.
  • a continuous track track recapturing method comprising the steps of excavating a first upper ballast layer of the old substructure of a track, then excavating a second lower layer of the former below the first upper layer Substructure, subsequent introduction of a base course material of the new substructure, subsequent introduction of gravel of the new substructure, wherein after the lifting of the first, upper layer and before lifting the lower layer in a second step, one between the first, upper layer and the lower layer lying middle layer of the old substructure is dug.
  • the old track track substructure in a targeted manner in three separate layer portions excavate and supply these three strata targeted to a specific treatment in order to gain the largest possible volume fraction of recycled material for certain layers of the new track track substructure.
  • the inventive method and the machine according to the invention are particularly suitable for continuous track reassembly. This excavation of all three Aushubketten and introducing the new layer materials take place simultaneously and spatially offset, so that - spatially resolved - takes place a successive series of steps at a location of the track.
  • the track remover shown in the figures comprises a first ballast excavator chain 10 which is adjusted to engage deeply in the existing ballast layer of the old track track to be rehabilitated near-surface gravel layer is excavated. This excavated, near-surface gravel layer is supplied as a ballast 11 of a screening device 20.
  • the screening device 20 comprises a first screening unit 20a and a second screening unit 20b.
  • the supplied ballast 11 can either be distributed in half each with bulkhead sub-streams 11a, b onto the screening units 20a, b in order to achieve a high throughput of the screening device 20.
  • the ballast stream may initially be fed only to the screen unit 20a, here subjected to a first screening operation and the material thereby filtered out is fed with a stock flow 12 to the second screening unit 20b in order to be subjected to a subsequent screening.
  • the resulting from the screening process in the screening device 20 proportion of ballast with sufficient grain size is supplied with a flow of material 13 arranged in the rear part of the Gleiswegsan istsmaschine ballast device (not shown).
  • the recovered in the screening device 20 recycling gravel can still be supplied to a mixing device to be mixed with Neuschotter, which is carried on the track construction in bunker cars and the mixing device is also supplied.
  • the track remover machine moves during work in the direction indicated by the arrows A working direction.
  • a second Aushubkette 30 is arranged in the working direction behind the first Schotteraushubkette 10 in the working direction behind the first Schotteraushubkette 10 .
  • the second excavation chain 30 engages deeper in the old track track substructure than the first ballast excavation chain 10 and lifts a layer composed of a mixture of gravel fractions and fine particle fractions such as soil, sand, loam or the like.
  • the material mix excavated by the second excavation chain 30 is supplied to a treatment device 40 with a material flow 31.
  • the processing device 40 comprises a screening device 41 and a comminuting device 42.
  • the material excavated with the material flow 31 can be supplied either with a stream 31 a first of the sieve 41 and then the following with a stream 31 b, the thereby filtered out coarse fractions of the crushing device 42 are supplied.
  • the material conveyed with the second excavating chain can also be fed directly to a material flow 31c of the comminution device 42 without passing through a prior screening in the sieve device 41 if the excavated material has no appreciable fines which would have to be screened out.
  • the particles of small and defined size emerging from the comminuting device are fed to a feed device 50 with a material flow 32.
  • the introduction device 50 comprises an upstream mixing device 51, in which the material flow 32 opens. Further, in the mixing device 51, a conveyor from a memory 60 or a plurality of storage units 60, from which additives can be supplied to the mixer.
  • the mixture thus produced in the mixer 51 serves to represent a material suitable for a base layer and is applied from the mixer 51 via the introduction device 50 to the bottom of the completely excavated track.
  • a PSS introduction device 70 is arranged, which also comprises a mixer 71.
  • PSS starting material stored in the bunker carriage is fed in the rear part of the train, mixed and applied via the PSS introduction device 70 to the previously created supporting layer.
  • planing devices and compacting devices 72 are again arranged, which produce the PSS layer in the required quality.
  • a third Aushubkette 80 is arranged in the working direction behind the second excavation chain 30 and in front of the introduction device 50.
  • the third excavation chain 80 is set to engage deeper in the original track substructure than the second excavation chain 30 and excavate the bottom layer of the original track track substructure to such a depth as to provide the required installation space for the track track substructure to be rebuilt .
  • the excavated from the third Aushubkette 80 material is conveyed with a stream 81 in the front track construction part and can there the screening device 20 are supplied, if it does not sieve excavated with the first Schotteraushubkette gravel. In this way, recyclable coarse fractions can be filtered out of the excavated material of the third excavation chain and used with the material flow 13 as recycling gravel.
  • the screening device 20 is used to screen the excavated with the first Schotteraushubkette ballast, excavated with the third Aushubkette soil material is conveyed with a stream 81 b to a arranged in the front part of the bunker wagon and stored there until disposal.
  • the screened out of the screening units 20a, b and 41 fine material is also conveyed with a stream 81c in the front part of the train to bunker cars and stored there until final disposal.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Transplanting Machines (AREA)
  • Vehicle Body Suspensions (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Physical Or Chemical Processes And Apparatus (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
EP08162467A 2007-08-16 2008-08-15 Machine de nettoyage de voie ferrée dotée d'une excavation à triple séparation Active EP2025810B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL08162467T PL2025810T3 (pl) 2007-08-16 2008-08-15 Maszyna do renowacji szlaku torowego z potrójnie dzielonym wybieraniem
SI200830083T SI2025810T1 (sl) 2007-08-16 2008-08-15 Stroj za obnavljanje tirnične proge s trikratnim ločenim odkopom

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202007011501U DE202007011501U1 (de) 2007-08-16 2007-08-16 Gleiswegsanierungsmaschine mit dreifach separiertem Aushub

Publications (2)

Publication Number Publication Date
EP2025810A1 true EP2025810A1 (fr) 2009-02-18
EP2025810B1 EP2025810B1 (fr) 2010-08-04

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ID=40011142

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EP08162467A Active EP2025810B1 (fr) 2007-08-16 2008-08-15 Machine de nettoyage de voie ferrée dotée d'une excavation à triple séparation

Country Status (8)

Country Link
EP (1) EP2025810B1 (fr)
AT (1) ATE476551T1 (fr)
DE (2) DE202007011501U1 (fr)
DK (1) DK2025810T3 (fr)
HR (1) HRP20100567T1 (fr)
PL (1) PL2025810T3 (fr)
PT (1) PT2025810E (fr)
SI (1) SI2025810T1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2231927A1 (fr) 2007-09-05 2010-09-29 Swietelsky Baugesellschaft M.B.H. Véhicule ferroviaire pour la rénovation d'infrastructure d'une voie
WO2013045019A1 (fr) 2011-09-29 2013-04-04 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Procédé de rénovation du lit de ballast d'une voie
WO2013087146A1 (fr) 2011-12-14 2013-06-20 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Procédé de rénovation d'un palier de voie
WO2013170924A1 (fr) 2012-05-16 2013-11-21 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Procédé de rénovation d'un lit de ballast d'une voie
EP2166152B1 (fr) * 2008-09-22 2016-06-01 Knape Gruppe Holding GmbH Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées
CN105899730A (zh) * 2014-01-15 2016-08-24 普拉塞-陶依尔铁路出口股份有限公司 用于清筛轨道的碎石道碴的车辆组

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202010012355U1 (de) 2010-09-08 2011-12-14 Wiebe Holding Gmbh & Co. Kg Gleiswegsanierungsmaschine mit PSS-Aufbereitung
DE202013005103U1 (de) 2013-06-06 2014-09-08 Gbm Wiebe Gleisbaumaschinen Gmbh Gleiswegsanierungsmaschine mit PSS-Aufbereitung
FR3097570B1 (fr) * 2019-06-18 2022-12-16 Matisa Materiel Ind Sa Système de criblage de ballast à deux cribles et deux répartiteurs
FR3097571B1 (fr) * 2019-06-18 2021-07-02 Matisa Materiel Ind Sa SystÈme de criblage de ballast à deux cribles

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1899874A (en) * 1930-07-28 1933-02-28 Lemaire Maurice Henri System for continuously cleaning the ballast of railway tracks
DE20112865U1 (de) 2001-08-02 2001-10-04 Hermann Wiebe Grundstücks- und Maschinenanlagen GmbH & Co. KG, 27313 Dörverden Verfahrbare Gleisbaumaschine
EP0940502B1 (fr) 1998-03-03 2005-11-16 Wiebe Holding GmbH & Co.KG Machine de construction mobile pour voie ferrée
EP1643035B1 (fr) 2004-10-02 2007-07-25 GBM Wiebe Gleisbaumaschinen GmbH Procedée de rénovation de ballast de voie

Family Cites Families (4)

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Publication number Priority date Publication date Assignee Title
ATA126486A (de) * 1986-05-13 1987-05-15 Wageneder Sbm Gmbh Auf schienen verfahrbarer umbauwagen fuer gleisanlagen
CZ279331B6 (cs) * 1993-04-06 1995-04-12 Mechanizace Traťového Hospodářství, A.S. Sanační mechanizovaný stroj
DE29703454U1 (de) * 1997-02-27 1998-06-25 Hermann Wiebe Grundstücks- und Maschinenanlagen KG, 27313 Dörverden Verfahrbare Gleisbaumaschine
AT4464U3 (de) * 2001-04-26 2002-03-25 Plasser Bahnbaumasch Franz Reinigungsmaschine zur reinigung der schotterbettung eines gleises

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1899874A (en) * 1930-07-28 1933-02-28 Lemaire Maurice Henri System for continuously cleaning the ballast of railway tracks
EP0940502B1 (fr) 1998-03-03 2005-11-16 Wiebe Holding GmbH & Co.KG Machine de construction mobile pour voie ferrée
DE20112865U1 (de) 2001-08-02 2001-10-04 Hermann Wiebe Grundstücks- und Maschinenanlagen GmbH & Co. KG, 27313 Dörverden Verfahrbare Gleisbaumaschine
EP1643035B1 (fr) 2004-10-02 2007-07-25 GBM Wiebe Gleisbaumaschinen GmbH Procedée de rénovation de ballast de voie

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2231927A1 (fr) 2007-09-05 2010-09-29 Swietelsky Baugesellschaft M.B.H. Véhicule ferroviaire pour la rénovation d'infrastructure d'une voie
EP2166152B1 (fr) * 2008-09-22 2016-06-01 Knape Gruppe Holding GmbH Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées
WO2013045019A1 (fr) 2011-09-29 2013-04-04 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Procédé de rénovation du lit de ballast d'une voie
WO2013087146A1 (fr) 2011-12-14 2013-06-20 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Procédé de rénovation d'un palier de voie
WO2013170924A1 (fr) 2012-05-16 2013-11-21 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Procédé de rénovation d'un lit de ballast d'une voie
CN105899730A (zh) * 2014-01-15 2016-08-24 普拉塞-陶依尔铁路出口股份有限公司 用于清筛轨道的碎石道碴的车辆组
US10266991B2 (en) 2014-01-15 2019-04-23 Plasser & Theurer Export Von Bahnbaumaschinen Gesellschaft M.B.H. Vehicle combination for cleaning ballast on a track

Also Published As

Publication number Publication date
PL2025810T3 (pl) 2011-01-31
DK2025810T3 (da) 2010-11-15
ATE476551T1 (de) 2010-08-15
DE502008001065D1 (de) 2010-09-16
PT2025810E (pt) 2010-10-27
EP2025810B1 (fr) 2010-08-04
DE202007011501U1 (de) 2008-12-24
HRP20100567T1 (hr) 2010-11-30
SI2025810T1 (sl) 2010-12-31

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