EP0629744A2 - Procédé et installation pour l'assainissement de l'infrastructure du ballast d'une voie - Google Patents

Procédé et installation pour l'assainissement de l'infrastructure du ballast d'une voie Download PDF

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Publication number
EP0629744A2
EP0629744A2 EP94890084A EP94890084A EP0629744A2 EP 0629744 A2 EP0629744 A2 EP 0629744A2 EP 94890084 A EP94890084 A EP 94890084A EP 94890084 A EP94890084 A EP 94890084A EP 0629744 A2 EP0629744 A2 EP 0629744A2
Authority
EP
European Patent Office
Prior art keywords
ballast
conveyor belt
old
belt arrangement
old ballast
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
EP94890084A
Other languages
German (de)
English (en)
Other versions
EP0629744B1 (fr
EP0629744A3 (fr
Inventor
Josef Theurer
Manfred Brunninger
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.)
Franz Plasser Bahnbaumaschinen Industrie GmbH
Original Assignee
Franz Plasser Bahnbaumaschinen Industrie 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 Franz Plasser Bahnbaumaschinen Industrie GmbH filed Critical Franz Plasser Bahnbaumaschinen Industrie GmbH
Priority to EP95108995A priority Critical patent/EP0681062B1/fr
Priority to EP97106543A priority patent/EP0790352A3/fr
Publication of EP0629744A2 publication Critical patent/EP0629744A2/fr
Publication of EP0629744A3 publication Critical patent/EP0629744A3/fr
Application granted granted Critical
Publication of EP0629744B1 publication Critical patent/EP0629744B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E01B27/105—Renewing or cleaning the ballast in situ, with or without concurrent work on the track without taking-up track the track having been lifted
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/01—Devices for working the railway-superstructure with track
    • E01B2203/015—Devices for working the railway-superstructure with track present but lifted
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/02—Removing or re-contouring ballast
    • E01B2203/022—Horizontal chain
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/02—Removing or re-contouring ballast
    • E01B2203/024—Inclined chain
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/02—Removing or re-contouring ballast
    • E01B2203/027—Sweeping
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/03—Displacing or storing ballast
    • E01B2203/032—Displacing or storing ballast with special use or configuration of conveyor belts
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/04—Cleaning or reconditioning ballast or ground beneath
    • E01B2203/047—Adding material, e.g. tar, glue, protective layers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/06—Placing ballast
    • E01B2203/065—Re-use of ballast
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/08—Levelling ballast or ground beneath
    • E01B2203/083—Ploughs
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/10—Track-lifting or-lining devices or methods
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/12—Tamping devices
    • E01B2203/127—Tamping devices vibrating the track surface

Definitions

  • the invention relates to a method for the subsurface rehabilitation of a ballast bed of a track, whereby old ballast of the ballast bed is continuously removed while uncovering a subgrade, submerged gravel sand is thrown onto the exposed subterranean soil and compacted to form a submerged protective layer, and a system for carrying out the method.
  • US Pat. No. 4,479,439 already discloses a system for the refurbishment of the track substructure, this refurbishment being achieved by producing a level protection layer formed from a gravel-sand mixture between the ground level and ballast bed in the course of a continuous work approach.
  • This system has a height-adjustable clearing device and conveyor belts between two rail bogies for picking up and removing the old ballast.
  • the discharge end of a conveyor belt arrangement formed from a plurality of conveyor belts arranged one behind the other in the longitudinal direction of the machine for transporting sand forming the formation protection layer.
  • Behind this discharge end for the introduction of the sand is a discharge end of a further conveyor belt arrangement for the introduction of new ballast.
  • the track is raised approximately in the middle between the rail bogies resting on the track and the dirty ballast underneath is continuously removed.
  • the sand is continuously introduced, which is thrown onto the track and falls through the sleeper compartments onto the exposed earth level.
  • new ballast is continuously dropped and leveled onto the now compacted protective layer.
  • US Pat. No. 4,357,874 describes a further system for formation rehabilitation which is formed from two track construction vehicles which can be moved independently of one another.
  • Each of these two track construction vehicles equipped with a bridge-shaped machine frame has a height-adjustable crawler track at one end, to which a track carriage is assigned on both sides.
  • the first track construction vehicle is used to lift a track yoke covering the gap and to transport it to the subsequent track.
  • the contaminated ballast is removed with the help of a clearing device located on the second track construction vehicle.
  • sand and new ballast are introduced into the gap and compacted.
  • the Gleisjoch is put back on the redeveloped gap.
  • Such a method is suitable for the renovation of short track sections.
  • the object of the present invention is now to create a method described in the introduction with which a simplified and more economical substructure renovation can be carried out in the course of an efficient continuous work approach.
  • this object is achieved with a method of the type described in the introduction in that at least part of the old ballast of the ballast bed crushed and dropped to form at least part of the formation protection layer on the exposed earth formation.
  • At least part of the old ballast can advantageously be recycled for the production of the formation protection layer in the course of a continuously progressing underground renovation.
  • both the amount of old ballast to be removed and the amount of sand to be transported to the construction site can be reduced in an advantageous manner.
  • the surface refurbishment can be carried out in a simplified manner while the work output remains the same, with reduced transport and material expenditure.
  • the crushed old ballast can be mixed with sand in a desired ratio to form the formation protection layer, which sand is transported to the conversion site by suitable transport vehicles. If the old ballast is cleaned before it is shredded, any impairment of the level protection layer is reliably excluded.
  • the old ballast is completely crushed and used to form the formation protection layer, while the earth formation is removed to the desired height with leveling and excess earth and possibly old gravel on the flanks of the Formum crown is deposited. This means that the expensive removal of the old material can be saved entirely.
  • undersize is screened out before the old gravel is crushed and thrown onto the exposed earth, this leads to a relief of the stone crusher device.
  • the sieved undersize is particularly suitable as the lower layer of the formation protection layer to be produced.
  • the old ballast to be shredded is picked up from the ballast bed by a separate clearing device. This makes it possible to use only the upper, less polluted part of the ballast bed for the shredding.
  • ballast bed including the necessary removal of the soil, can be removed and transported to loading wagons.
  • the further training mentioned in claim 10 is particularly suitable for this.
  • the development according to claim 11 has the advantage that on the one hand the track lifting in connection with the removal of the old ballast by the two clearing devices and on the other hand the shredding process can be carried out without mutual interference and with a minimum of transport routes.
  • An embodiment of the invention as set forth in claim 12 enables any mixture of crushed old ballast and sand to be used via the common hopper.
  • This mixture forming the formation protection layer can, according to the development according to claim 13, be thrown off, leveled and compressed over the swivel conveyor belt in the entire width of the formation protection layer.
  • Another development according to claim 14 enables problem-free takeover of sand by loading wagons coupled to the rear end of the machine frame.
  • the plant 1 according to FIGS. 1 and 2 has a front machine frame 2 with a stone crusher device 3 and a rear machine frame 4 with a clearing device 5 for receiving old ballast 6 to be shredded and a main clearing device 7 following in the working direction for receiving the remaining old ballast 6 .
  • Both machine frames 2, 4 can be moved via rail carriages 8 on a track 9 which rests on a ballast bed 10.
  • An energy center 12 is provided for the energy supply of travel drives 11 and the various other drives. For precise observation and control of the clearing devices 5, 7, these work cabins 13, each with a control device 14, are directly upstream.
  • the stone crusher device 3 which is equipped with a drive 15 for crushing the old ballast 6, has an insertion opening 16 and an outlet opening 17.
  • the insertion opening 16 is assigned a first conveyor belt arrangement 18 for transporting the old ballast 6, while the outlet opening 17 is assigned a receiving end 19 of a second conveyor belt arrangement 20 running in the longitudinal direction of the machine frame 2.
  • Between the insertion opening 16 and a discharge end 21 of the first conveyor belt arrangement 18 is one with a vibration drive 22 connected sieve unit 23 is provided.
  • a discharge end 24 of a third conveyor belt arrangement 25 running in the machine longitudinal direction. Its receiving end 26 is positioned below a discharge end 27 of the main clearing device 7.
  • the two clearing devices 5, 7 are located between two rail carriages 8 arranged at the end on the rear machine frame 4, the main clearing device 7, which is height-adjustable and laterally adjustable and has a vibration drive 30, is arranged downstream of the clearing device 5 in the working direction.
  • a discharge end 36 of the second conveyor belt arrangement 20 for removing the crushed ballast from the stone crusher device 3 and a discharge end 37 of a fourth conveyor belt arrangement 38 for transporting sand are assigned a common pouring hopper 39.
  • This is arranged above a swiveling conveyor belt 41 mounted on the rear machine frame 4 so as to be pivotable about a vertical axis 40.
  • the discharge end thereof is positioned immediately in front of a leveling and compacting device 42 for leveling and compacting a protective layer 43.
  • a receiving end 44 of the fourth conveyor belt arrangement 38 is provided at the rear end of the machine frame 4.
  • the rear machine frame 4 is connected to two track lifting devices 45 spaced apart from one another in the machine longitudinal direction.
  • two frame parts 47 of the rear machine frame 4 which are connected by a joint 46, can be adjusted with respect to one another with the aid of a spindle drive 48. In this way, the middle rail undercarriage 8 can be lifted off the ballast bed 10 during work.
  • the system 1 is continuously moved in the direction of arrow 28 during work, the track 9 being raised by the two track lifting devices 45 in the region of the rear machine frame 4.
  • the upper part of the ballast bed 10 or the old ballast 6 is continuously picked up and thrown onto the screening unit 34 via the discharge end 32.
  • the overburden picked up with the old ballast 6 is released and thrown through openings directly onto the remaining ballast bed 10.
  • the used ballast 6 arrives at the first conveyor belt arrangement 18 and from there onto the sieve unit 23. From this undersize (small gravel stones) falls directly onto the second conveyor belt arrangement 20 crushed by this into a desired, optionally adjustable grain size.
  • crushed old ballast 6 is finally fed to the second conveyor belt arrangement 20 via the outlet opening 17 and thrown into the hopper 39 by the latter.
  • Sand brought in by the fourth conveyor belt arrangement 38 of loading wagons 49 also arrives in these.
  • crushed old ballast 6 and sand are mixed in a desired ratio by appropriate control of conveyor belt drives 50 and dropped onto an earth level 51 via the pivoting conveyor belt 41.
  • the earth level 51 is exposed by removing the remaining ballast 6 of the ballast bed 10 and possibly also a part of the track substructure with the help of the main clearing device 7. This also has an endless clearing chain which is guided around the track 9 and by means of which the remaining old ballast 6 is thrown onto the third conveyor belt arrangement 25. In the area of the discharge end 24, the old ballast 6 is dropped onto loading wagons 52.
  • the exposed and leveled earth level 51 is compacted with the aid of a compacting device 53.
  • planum gravel sand 55 produced by mixing the crushed old ballast 6 with sand 54 is thrown off and leveled and compacted by the leveling and compacting device 42.
  • the track 9 is placed on the compacted protective layer 43. Following the use of this system 1, new ballast is dropped onto the track 9, the latter is raised and the ballast falling under the track is thereby stuffed.
  • the front clearing device 5 is located on the front machine frame 2 for removing a part of the old ballast 6. This is also connected to a height and side adjustable track lifting device 45.
  • the old ballast 6 partially picked up by the first clearing device 5 is fed to the insertion opening 16 of the stone crusher device 3 and transferred from it to the second conveyor belt arrangement 20 in crushed form.
  • the hopper 39 is provided in the area of this second conveyor belt arrangement 20 under the discharge end 37 of the fourth conveyor belt arrangement 38 for transporting sand.
  • the flat gravel sand 55 produced in the hopper 39 by mixing sand and crushed old ballast 6 is fed to the swiveling conveyor belt 41 via the second conveyor belt arrangement 20 and is finally thrown by the latter onto the exposed earth flat surface 51.
  • the remaining old ballast 6 picked up by the main clearing device 7 is transported to a connected loading wagon 52 via the third conveyor belt arrangement 25 leading to the rear end of the installation 1.
  • the entire old ballast 6 is picked up by the main clearing device 7 and fed to a screening plant 56 via the third conveyor belt arrangement 25. From there, the cleaned old ballast 6 passes through the insertion opening 16 into the stone crusher device 3, while the overburden is transported away via a conveyor belt 57.
  • the crushed old ballast 6 arrives at the swiveling conveyor belt 41 via the second conveyor belt arrangement 20 and is thrown from there onto the exposed earth level 51. If necessary, additional sand can be conveyed in via the fourth conveyor belt arrangement 38 and mixed with the crushed old ballast 6 in the hopper 39.
  • new ballast 60 is dropped onto the formation protection layer 43 via a conveyor belt 58 and a swiveling conveyor belt 59.
  • the new ballast 60 is stored in loading wagons 61 coupled to the system 1.
  • the clearing device 5 connected to the front machine frame 2 is designed in the form of two flank chains which are spaced apart from one another in the cross-machine direction and can be adjusted in height independently of one another, in order to accommodate the old ballast 6 located in the front area of the sleeper.
  • the rest of the old ballast 6 remaining under the track 9 is picked up and transported away with the help of the following main clearing device 7 (not shown in more detail).
  • the variant of a system 1 for underground renovation shown in FIG. 6 has a specially designed main clearing device 7 directly behind the clearing device 5 for receiving the old ballast 6.
  • This is composed of two leveling chains 62 spaced apart from one another in the cross-machine direction and each pivotable about a vertical axis under the track. These are already known per se and are also described in more detail in US 4,355,687. With these leveling chains 62, the old ballast 6 remaining after the use of the clearing device 5 is possibly milled off together with soil and deposited laterally in the flank area of the substructure crown.
  • An earth planum 51 is produced and compacted by means of a compacting device 53.
  • Flat pebble sand 55 or new ballast 60 is introduced via pivoting conveyor belts 41 and 59 already described in FIG. 4.
  • Such a system 1 is particularly suitable for operations with very low ballast bedding, which is then taken up entirely by the clearing device 5, cleaned by a screening system and then fed to the stone crusher device. Since the milled material of the substructure crown is only deposited laterally by the leveling chains 62, there is advantageously no need to transport it away.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
  • Disintegrating Or Milling (AREA)
  • Production Of Liquid Hydrocarbon Mixture For Refining Petroleum (AREA)
  • Orthopedics, Nursing, And Contraception (AREA)
  • Bedding Items (AREA)
EP94890084A 1993-06-16 1994-05-10 Procédé et installation pour l'assainissement de l'infrastructure du ballast d'une voie Expired - Lifetime EP0629744B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP95108995A EP0681062B1 (fr) 1993-06-16 1994-05-10 Installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée
EP97106543A EP0790352A3 (fr) 1993-06-16 1994-05-10 Installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT117893 1993-06-16
AT1178/93 1993-06-16

Related Child Applications (4)

Application Number Title Priority Date Filing Date
EP95108995A Division EP0681062B1 (fr) 1993-06-16 1994-05-10 Installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée
EP97106543A Division EP0790352A3 (fr) 1993-06-16 1994-05-10 Installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée
EP95108995.2 Division-Into 1994-05-10
EP97106543.8 Division-Into 1997-04-21

Publications (3)

Publication Number Publication Date
EP0629744A2 true EP0629744A2 (fr) 1994-12-21
EP0629744A3 EP0629744A3 (fr) 1995-05-10
EP0629744B1 EP0629744B1 (fr) 1997-12-29

Family

ID=3508301

Family Applications (3)

Application Number Title Priority Date Filing Date
EP97106543A Withdrawn EP0790352A3 (fr) 1993-06-16 1994-05-10 Installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée
EP95108995A Expired - Lifetime EP0681062B1 (fr) 1993-06-16 1994-05-10 Installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée
EP94890084A Expired - Lifetime EP0629744B1 (fr) 1993-06-16 1994-05-10 Procédé et installation pour l'assainissement de l'infrastructure du ballast d'une voie

Family Applications Before (2)

Application Number Title Priority Date Filing Date
EP97106543A Withdrawn EP0790352A3 (fr) 1993-06-16 1994-05-10 Installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée
EP95108995A Expired - Lifetime EP0681062B1 (fr) 1993-06-16 1994-05-10 Installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée

Country Status (8)

Country Link
US (1) US5479725A (fr)
EP (3) EP0790352A3 (fr)
AT (2) ATE161597T1 (fr)
CZ (1) CZ279471B6 (fr)
DE (2) DE59404864D1 (fr)
ES (2) ES2113633T3 (fr)
PL (1) PL173832B1 (fr)
RU (2) RU2086723C1 (fr)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0712961A1 (fr) * 1994-11-15 1996-05-22 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Procédé et installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée
EP1253247A2 (fr) 2001-04-26 2002-10-30 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine pour nettoyer le ballast d' une voie ferrée
EP1253246A2 (fr) 2001-04-26 2002-10-30 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine pour nettoyer le ballast d' une voie ferrée
EP1253248A2 (fr) 2001-04-25 2002-10-30 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Méthode et machine pour nettoyer le ballast
DE10139765A1 (de) * 2001-04-23 2003-03-06 Gsg Knape Gleissanierung Gmbh Verfahren zur Materialaufbereitung und/oder Materialwaschung und/oder Lehmausscheidung betreffend Schüttgutmaterial insbesondere im Zusammenhang mit Bauarbeiten an einer Linienbaustelle und entsprechende schienengängige oder strassengängige Anlage
DE202006019143U1 (de) * 2006-12-18 2008-04-30 Wiebe Holding Gmbh & Co. Kg Gleisbaumaschine zur Gleissanierung
WO2009029969A1 (fr) * 2007-09-05 2009-03-12 Swietelsky Baugesellschaft M.B.H. Véhicule ferroviaire pour la rénovation d'infrastructure d'une voie
AT506300B1 (de) * 2008-02-26 2009-08-15 Plasser Bahnbaumasch Franz Verfahren zur sanierung einer schotterbettung eines gleises
EP2166152A1 (fr) * 2008-09-22 2010-03-24 GSG Knape Gleissanierung GmbH Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées
EP2428612A1 (fr) * 2010-09-08 2012-03-14 Wiebe Holding GmbH & Co.KG Machine de nettoyage de voie ferrée dotée d'un traitement de couche de protection de plate-forme
ITGE20110088A1 (it) * 2011-08-04 2013-02-05 Enrico Valditerra Macchina per il risanamento di massicciate ferroviarie
WO2019110240A1 (fr) * 2017-12-07 2019-06-13 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Installation et procédé de nettoyage du ballast sur une voie ferrée
CN110499679A (zh) * 2019-08-29 2019-11-26 武汉利德测控技术有限公司 一种道岔换砟机组

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Publication number Priority date Publication date Assignee Title
DE19833521A1 (de) * 1998-07-25 2000-01-27 Weiss Gmbh & Co Leonhard Verfahren zum Aufarbeiten von aus Bahngleisen ausgehobenem Schotter
AT3876U3 (de) * 2000-06-09 2001-02-26 Plasser Bahnbaumasch Franz Verfahren und maschine zur unterstopfung eines gleises
AT3917U3 (de) * 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz Maschine zur erneuerung eines gleises
AT4017U3 (de) * 2000-10-03 2001-11-26 Plasser Bahnbaumasch Franz Maschine zur erneuerung eines gleises
AT4765U3 (de) * 2001-05-09 2002-04-25 Plasser Bahnbaumasch Franz Reinigungsmaschine und verfahren zur reinigung von schotter
AT4462U3 (de) * 2001-04-25 2002-03-25 Plasser Bahnbaumasch Franz Reinigungsmaschine und verfahren zur reinigung von schotter
AT5031U3 (de) * 2001-11-19 2002-09-25 Plasser Bahnbaumasch Franz Gleisbaumaschine
ES2259488B1 (es) * 2003-05-21 2007-09-16 Ignacio Fernandez Diaz Procedimiento de reciclaje de balasto.
UA90526C2 (ru) * 2005-08-11 2010-05-11 Франц Пляссер Банбаумашинен-Индустригезельшафт Мбг Машина для восстановления железнодорожного пути
AT502187B1 (de) * 2005-11-14 2007-02-15 Plasser Bahnbaumasch Franz Verfahren und anlage zur sanierung einer schotterbettung eines gleises
CH700126B1 (de) * 2008-12-16 2013-01-31 Matisa Materiel Ind Sa Maschine und Verfahren zum Erneuern eines Gleises.
AT11972U1 (de) * 2010-08-02 2011-08-15 Plasser Bahnbaumasch Franz Anlage zur reinigung einer schotterbettung
AT510158B1 (de) * 2010-11-25 2012-02-15 Plasser Bahnbaumasch Franz Verfahren und maschine zur reinigung einer schotterbettung eines gleises
DE102011014266B4 (de) * 2011-03-17 2013-08-29 Ralf Zürcher Zwischenarbeitswagen
AT511472B1 (de) * 2011-09-29 2012-12-15 Plasser Bahnbaumasch Franz Verfahren zur sanierung einer schotterbettung eines gleises
AT13243U1 (de) * 2012-05-16 2013-09-15 Plasser Bahnbaumasch Franz Verfahren zur Sanierung einer Schotterbettung
AT515413B1 (de) * 2014-03-25 2015-09-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren zur Sanierung einer Schotterbettung eines Gleises
AT14465U1 (de) * 2014-07-14 2015-11-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Reinigungsfahrzeug zum Reinigen von Schotter eines Gleises
CN105760581B (zh) * 2016-01-29 2018-08-07 中国科学院地理科学与资源研究所 一种基于osg的沟道流域整治规划仿真方法及***
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US11408131B2 (en) * 2019-04-25 2022-08-09 Herzog Railroad Services, Inc. Track-lifting and ballast-spreading apparatus
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EP0712961A1 (fr) * 1994-11-15 1996-05-22 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Procédé et installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée
DE10139765A1 (de) * 2001-04-23 2003-03-06 Gsg Knape Gleissanierung Gmbh Verfahren zur Materialaufbereitung und/oder Materialwaschung und/oder Lehmausscheidung betreffend Schüttgutmaterial insbesondere im Zusammenhang mit Bauarbeiten an einer Linienbaustelle und entsprechende schienengängige oder strassengängige Anlage
DE10139765B4 (de) * 2001-04-23 2015-02-12 Gsg Knape Gleissanierung Gmbh Verfahren zur Materialaufbereitung und/oder Materialwaschung und/oder Lehmausscheidung betreffend Schüttgutmaterial insbesondere im Zusammenhang mit Bauarbeiten an einer Linienbaustelle und entsprechende schienengängige oder strassengängige Anlage
EP1253248A3 (fr) * 2001-04-25 2003-09-24 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Méthode et machine pour nettoyer le ballast
AU784870B2 (en) * 2001-04-25 2006-07-13 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. A cleaning machine and method of cleaning ballast
EP1253248A2 (fr) 2001-04-25 2002-10-30 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Méthode et machine pour nettoyer le ballast
US6619405B2 (en) 2001-04-25 2003-09-16 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Ballast cleaning machine and method
EP1253246A3 (fr) * 2001-04-26 2003-09-24 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine pour nettoyer le ballast d' une voie ferrée
EP1253247A3 (fr) * 2001-04-26 2003-10-15 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine pour nettoyer le ballast d' une voie ferrée
US6637133B2 (en) 2001-04-26 2003-10-28 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Ballast cleaning machine
US6672398B2 (en) 2001-04-26 2004-01-06 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Ballast cleaning machine
EP1253246A2 (fr) 2001-04-26 2002-10-30 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine pour nettoyer le ballast d' une voie ferrée
EP1253247A2 (fr) 2001-04-26 2002-10-30 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine pour nettoyer le ballast d' une voie ferrée
DE202006019143U1 (de) * 2006-12-18 2008-04-30 Wiebe Holding Gmbh & Co. Kg Gleisbaumaschine zur Gleissanierung
WO2009029969A1 (fr) * 2007-09-05 2009-03-12 Swietelsky Baugesellschaft M.B.H. Véhicule ferroviaire pour la rénovation d'infrastructure d'une voie
AT506300B1 (de) * 2008-02-26 2009-08-15 Plasser Bahnbaumasch Franz Verfahren zur sanierung einer schotterbettung eines gleises
WO2009106202A1 (fr) * 2008-02-26 2009-09-03 Franz Plasser Bahnbaumaschinen- Industriegesellschaft Mbh Procédé de nettoyage du lit de ballast d’une voie ferrée
US8061432B2 (en) 2008-02-26 2011-11-22 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Method for rehabilitation of a ballast bed of a track
EA015954B1 (ru) * 2008-02-26 2011-12-30 Франц Плассер Банбаумашинен-Индустригезельшафт Мбх Метод восстановления щебеночного балластного основания железнодорожного пути
EP2166152A1 (fr) * 2008-09-22 2010-03-24 GSG Knape Gleissanierung GmbH Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées
EP2428612A1 (fr) * 2010-09-08 2012-03-14 Wiebe Holding GmbH & Co.KG Machine de nettoyage de voie ferrée dotée d'un traitement de couche de protection de plate-forme
ITGE20110088A1 (it) * 2011-08-04 2013-02-05 Enrico Valditerra Macchina per il risanamento di massicciate ferroviarie
EP2554745A1 (fr) * 2011-08-04 2013-02-06 Enrico Valditerra Machine permettant de reconditionner des plates-formes d'une voie de chemin de fer
WO2019110240A1 (fr) * 2017-12-07 2019-06-13 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Installation et procédé de nettoyage du ballast sur une voie ferrée
EA039332B1 (ru) * 2017-12-07 2022-01-14 Плассер Энд Тойрер Экспорт Фон Банбаумашинен Гмбх Устройство для очистки щебня рельсового пути
CN110499679A (zh) * 2019-08-29 2019-11-26 武汉利德测控技术有限公司 一种道岔换砟机组

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PL303733A1 (en) 1995-01-09
RU2106451C1 (ru) 1998-03-10
EP0629744B1 (fr) 1997-12-29
EP0681062A2 (fr) 1995-11-08
ES2113633T3 (es) 1998-05-01
PL173832B1 (pl) 1998-05-29
ATE161597T1 (de) 1998-01-15
EP0790352A2 (fr) 1997-08-20
DE59404864D1 (de) 1998-02-05
EP0629744A3 (fr) 1995-05-10
RU2086723C1 (ru) 1997-08-10
CZ126594A3 (en) 1995-01-18
EP0790352A3 (fr) 1997-09-10
RU94021361A (ru) 1996-06-27
CZ279471B6 (cs) 1995-05-17
US5479725A (en) 1996-01-02
ATE191030T1 (de) 2000-04-15
DE59409235D1 (de) 2000-04-27
EP0681062A3 (fr) 1995-12-27
ES2146266T3 (es) 2000-08-01
EP0681062B1 (fr) 2000-03-22

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