EP0681062A2 - Installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée - Google Patents

Installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée Download PDF

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Publication number
EP0681062A2
EP0681062A2 EP95108995A EP95108995A EP0681062A2 EP 0681062 A2 EP0681062 A2 EP 0681062A2 EP 95108995 A EP95108995 A EP 95108995A EP 95108995 A EP95108995 A EP 95108995A EP 0681062 A2 EP0681062 A2 EP 0681062A2
Authority
EP
European Patent Office
Prior art keywords
track
ballast
clearing
clearing device
conveyor belt
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
EP95108995A
Other languages
German (de)
English (en)
Other versions
EP0681062A3 (fr
EP0681062B1 (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
Publication of EP0681062A2 publication Critical patent/EP0681062A2/fr
Publication of EP0681062A3 publication Critical patent/EP0681062A3/fr
Application granted granted Critical
Publication of EP0681062B1 publication Critical patent/EP0681062B1/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 system for the subsurface renovation of ballast bedding of a track with a machine frame supported on rail bogies, having a track lifting device and a height-adjustable clearing device for removing ballast bed of ballast bed located below the track, and with a conveyor belt arrangement for introducing leveled gravel sand
  • 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 with a bridge-shaped machine frame equipped track construction vehicles has at one end a height-adjustable crawler track, to which a rail undercarriage is assigned on both sides.
  • a track yoke covering the gap is lifted with the help of the first track construction vehicle and transported to the subsequent track.
  • the contaminated ballast is then 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 to create a system 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 system of the type described at the outset in that the machine frame, which is supported at the end of the work on a rail chassis on the track, is connected to two clearing devices which are spaced apart from one another in the machine longitudinal direction and are height-adjustable and arranged independently of one another, and which is arranged in the working direction Front clearing device is designed to remove only an upper layer of the ballast bed and the subsequent rear clearing device for excavating the remaining ballast and an adjacent earth level, and that each of the two clearing devices is assigned its own conveyor belt arrangement.
  • the arrangement according to the invention of two clearing devices within the bending line of the raised track (or within the working area) advantageously enables the still usable ballast to be reused economically with increased performance of the ballast bed clearing.
  • By picking it up using its own clearing device it is possible to pick up only the upper layer of the ballast bed and completely remove the lower layer of ballast mixed with soil via the assigned second conveyor belt arrangement. Since both clearing devices are located within the raised track area, a rapid change in the layer height processed by the front clearing device can be carried out depending on the degree of soiling or also the amount of ballast required.
  • the exposed earth level can easily be positioned relatively low, so that the formation of the level protection layer is possible without changing the absolute track position.
  • 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.
  • a sieve unit 23 connected to a vibration drive 22 is provided between the insertion opening 16 and a discharge end 21 of the first conveyor belt arrangement 18.
  • 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 mode of operation of system 1 is described in more detail below:
  • the system 1 is moved continuously 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 by means of an endless clearing chain of the clearing device 5 which is guided around the track 9 recorded and dropped onto the screen 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 sieving unit 23. From this undersize (small gravel stones) falls directly onto the second conveyor belt arrangement 20.
  • the remaining old ballast 6 is fed to the stone crusher device 3 via the insertion opening 16 and crushed by this into a desired, optionally adjustable grain size.
  • the 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 old 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 pebble sand 55 produced by mixing the crushed old ballast 6 with sand 54 is thrown off and leveled and compacted by the planning 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.

Landscapes

  • 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)
EP95108995A 1993-06-16 1994-05-10 Installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée Expired - Lifetime EP0681062B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AT117893 1993-06-16
AT1178/93 1993-06-16
AT117893 1993-06-16
EP94890084A EP0629744B1 (fr) 1993-06-16 1994-05-10 Procédé et installation pour l'assainissement de l'infrastructure du ballast d'une voie

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP94890084.0 Division 1994-05-10
EP94890084A Division EP0629744B1 (fr) 1993-06-16 1994-05-10 Procédé et installation pour l'assainissement de l'infrastructure du ballast d'une voie

Publications (3)

Publication Number Publication Date
EP0681062A2 true EP0681062A2 (fr) 1995-11-08
EP0681062A3 EP0681062A3 (fr) 1995-12-27
EP0681062B1 EP0681062B1 (fr) 2000-03-22

Family

ID=3508301

Family Applications (3)

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

Family Applications After (2)

Application Number Title Priority Date Filing Date
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
EP97106543A Withdrawn EP0790352A3 (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) EP0681062B1 (fr)
AT (2) ATE191030T1 (fr)
CZ (1) CZ279471B6 (fr)
DE (2) DE59409235D1 (fr)
ES (2) ES2146266T3 (fr)
PL (1) PL173832B1 (fr)
RU (2) RU2086723C1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT3876U3 (de) * 2000-06-09 2001-02-26 Plasser Bahnbaumasch Franz Verfahren und maschine zur unterstopfung eines gleises
ES2259488A1 (es) * 2003-05-21 2006-10-01 Ignacio Fernandez Diaz Procedimiento de reciclaje de balasto.
JP2009504945A (ja) * 2005-08-11 2009-02-05 フランツ プラッサ バーンバウマシーネン−インダストリーゲゼルシャフト エムベーハー 軌道を再敷設するための機械
JP2009516103A (ja) * 2005-11-14 2009-04-16 フランツ プラツセル バーンバウマシーネン−インズストリーゲゼルシヤフト ミツト ベシユレンクテル ハフツング 軌道のバラスト道床をクリーニングする方法および装置
CN101960071B (zh) * 2008-02-26 2012-04-18 弗兰茨普拉塞铁路机械工业股份有限公司 用于恢复轨道石渣床的方法
CN107153394A (zh) * 2017-07-13 2017-09-12 株洲时代电子技术有限公司 一种捣固车作业防护控制系统

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Publication number Priority date Publication date Assignee Title
DE59502490D1 (de) * 1994-11-15 1998-07-16 Plasser Bahnbaumasch Franz Verfahren und Anlage zur Untergrundsanierung einer Schotterbettung eines Gleises
DE19833521A1 (de) * 1998-07-25 2000-01-27 Weiss Gmbh & Co Leonhard Verfahren zum Aufarbeiten von aus Bahngleisen ausgehobenem Schotter
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
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
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
US6619405B2 (en) * 2001-04-25 2003-09-16 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Ballast cleaning machine and method
AT4464U3 (de) 2001-04-26 2002-03-25 Plasser Bahnbaumasch Franz Reinigungsmaschine zur reinigung der schotterbettung eines gleises
AT4463U3 (de) * 2001-04-26 2002-03-25 Plasser Bahnbaumasch Franz Reinigungsmaschine zur reinigung der schotterbettung eines gleises
AT5031U3 (de) * 2001-11-19 2002-09-25 Plasser Bahnbaumasch Franz Gleisbaumaschine
DE202006019143U1 (de) * 2006-12-18 2008-04-30 Wiebe Holding Gmbh & Co. Kg Gleisbaumaschine zur Gleissanierung
AT505679B1 (de) * 2007-09-05 2009-07-15 Swietelsky Baugesellschaft M B Schienenfahrzeug zur gleisunterbausanierung
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
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
DE202010012355U1 (de) * 2010-09-08 2011-12-14 Wiebe Holding Gmbh & Co. Kg Gleiswegsanierungsmaschine mit PSS-Aufbereitung
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
ITGE20110088A1 (it) * 2011-08-04 2013-02-05 Enrico Valditerra Macchina per il risanamento di massicciate ferroviarie
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系统
CN106283984A (zh) * 2016-08-31 2017-01-04 浙江师范大学 一种机电液一体化换枕机械
CN108930204A (zh) * 2017-05-27 2018-12-04 中国铁建高新装备股份有限公司 一种铁路道砟清筛机
AT520194B1 (de) * 2017-12-07 2019-02-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Anlage und Verfahren zur Reinigung von Schotter eines Gleises
US11408131B2 (en) * 2019-04-25 2022-08-09 Herzog Railroad Services, Inc. Track-lifting and ballast-spreading apparatus
CN110208015A (zh) * 2019-07-02 2019-09-06 石家庄铁道大学 轨道除沙实验设备
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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AT398096B (de) * 1992-04-29 1994-09-26 Plasser Bahnbaumasch Franz Anlage zur kontinuierlichen sanierung einer schotterbettung eines gleises
DE4301182A1 (de) * 1993-01-19 1994-07-21 Moebius Josef Bau Verfahren und Anlage zur Gleisbettsanierung
DE9306779U1 (de) * 1993-05-05 1993-07-15 Hermann Wiebe Grundstücks- und Maschinenanlagen KG, 2800 Bremen Schienenfahrzeug zur Aufbereitung von Schotter

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FR714645A (fr) * 1930-07-28 1931-11-17 Système d'épuration continue du ballast des voies ferrées
FR1029167A (fr) * 1950-12-06 1953-06-01 Comabi Const Mat Batiment Matériel léger pour le nettoyage et la mise en place du ballast des voies ferrées
CH315096A (fr) * 1954-05-01 1956-07-31 Scheuchzer Fils Auguste Procédé pour le traitement du ballast des voies ferrées et installation pour la mise en oeuvre dudit procédé
US4357874A (en) * 1980-01-15 1982-11-09 Franz Plasser Bahnbaumaschinen Industriegesellschaft M.B.H. Mobile arrangement and method for improving a track bed
US4479439A (en) * 1981-12-22 1984-10-30 Franz Bahnbaumaschinen-Industriegesellschaft m.b.H Mobile arrangement and method for improving a track bed
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AT3876U3 (de) * 2000-06-09 2001-02-26 Plasser Bahnbaumasch Franz Verfahren und maschine zur unterstopfung eines gleises
ES2259488A1 (es) * 2003-05-21 2006-10-01 Ignacio Fernandez Diaz Procedimiento de reciclaje de balasto.
JP2009504945A (ja) * 2005-08-11 2009-02-05 フランツ プラッサ バーンバウマシーネン−インダストリーゲゼルシャフト エムベーハー 軌道を再敷設するための機械
JP2009516103A (ja) * 2005-11-14 2009-04-16 フランツ プラツセル バーンバウマシーネン−インズストリーゲゼルシヤフト ミツト ベシユレンクテル ハフツング 軌道のバラスト道床をクリーニングする方法および装置
US7739811B2 (en) 2005-11-14 2010-06-22 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Method and installation for rehabilitating a ballast bed
CN101960071B (zh) * 2008-02-26 2012-04-18 弗兰茨普拉塞铁路机械工业股份有限公司 用于恢复轨道石渣床的方法
CN107153394A (zh) * 2017-07-13 2017-09-12 株洲时代电子技术有限公司 一种捣固车作业防护控制系统

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CZ279471B6 (cs) 1995-05-17
EP0681062A3 (fr) 1995-12-27
PL303733A1 (en) 1995-01-09
RU2086723C1 (ru) 1997-08-10
ES2113633T3 (es) 1998-05-01
EP0790352A3 (fr) 1997-09-10
ATE161597T1 (de) 1998-01-15
EP0629744A3 (fr) 1995-05-10
PL173832B1 (pl) 1998-05-29
DE59404864D1 (de) 1998-02-05
EP0629744A2 (fr) 1994-12-21
ATE191030T1 (de) 2000-04-15
RU94021361A (ru) 1996-06-27
EP0790352A2 (fr) 1997-08-20
CZ126594A3 (en) 1995-01-18
EP0629744B1 (fr) 1997-12-29
US5479725A (en) 1996-01-02
ES2146266T3 (es) 2000-08-01
RU2106451C1 (ru) 1998-03-10
EP0681062B1 (fr) 2000-03-22
DE59409235D1 (de) 2000-04-27

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