EP0681062B1 - 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
EP0681062B1
EP0681062B1 EP95108995A EP95108995A EP0681062B1 EP 0681062 B1 EP0681062 B1 EP 0681062B1 EP 95108995 A EP95108995 A EP 95108995A EP 95108995 A EP95108995 A EP 95108995A EP 0681062 B1 EP0681062 B1 EP 0681062B1
Authority
EP
European Patent Office
Prior art keywords
track
ballast
arrangement
clearing
clearing device
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.)
Expired - Lifetime
Application number
EP95108995A
Other languages
German (de)
English (en)
Other versions
EP0681062A3 (fr
EP0681062A2 (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 underground rehabilitation of a ballast bed of a track with one end at work end one machine-supported machine frame and two in the machine's longitudinal direction distant from each other and independent of each other height-adjustable, arranged between the rail carriages Broaching devices for removal from below the track Ballast of the ballast bed, the front one in the working direction Clearing device for removing only an upper layer of the ballast bed and the subsequent rear clearing device for excavation the rest of the ballast and an adjacent earth level is.
  • the DD-A-240 043 describes a ballast bed cleaning machine on the one-piece machine frame two clearing chains in a row are arranged.
  • the front clearing chain is used to lift the ballast ballast and dropping it into a screening plant while the second Clearing chain an underlying, replaceable renovation layer picks up and feeds it directly to the overburden conveyor belt of the screening plant.
  • DE 42 37 712 A 1 is another system for Track substructure renovation known. This system is made up of two separate track construction vehicles together, the first vehicle a clearing device for removing the old ballast and the second Vehicle a track lifting device and a leveling and compacting device assigned.
  • the object of the present invention is to create an input described system with which in the course of a powerful continuous Work Priority a simplified and more economical substructure renovation is feasible.
  • this object is achieved with a system as described in the introduction Art solved in that the track lifting device Machine frame made of two by a joint effective on all sides connected frame parts is formed, each frame part one clearing device and each of the two clearing devices has its own Conveyor belt arrangement is assigned, and that in the region of the joint Rail undercarriage and a drive connecting both frame parts is provided.
  • each having its own conveyor belt arrangement having - broaching devices within the bending line of the raised track (or within the work area) is in advantageously with increased performance of the ballast bed clearing economic reuse of the still usable ballast possible.
  • its own clearing device By taking it in by means of its own clearing device the possibility of only taking up the upper layer of the ballast bed and the lower layer of gravel mixed with soil over the to completely remove the assigned second conveyor belt arrangement. That I both clearing devices are located within the raised track area, can depend on the degree of pollution or the required Gravel amounts a rapid change due to the front clearing device processed layer height can be carried out.
  • Earth planum can easily be positioned relatively deep, so that the introduction the level protection layer without changing the absolute track position is possible.
  • the system 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 crushed stone 6 and a main clearing device 7 following in the working direction to accommodate the rest of the old ballast 6.
  • Both machine frames 2.4 are movable on track 9 on a track 9, which on a Ballast bed 10 rests.
  • an energy center 12 is provided for the energy supply of travel drives 11 and the various other drives.
  • an energy center 12 is provided for precise observation and control of the clearing devices 5,7 are these working cabins 13, each with a control device 14 directly upstream.
  • Stone crusher device 3 has an insertion opening 16 and an outlet opening 17 on.
  • the insertion opening 16 is a first conveyor belt arrangement 18 assigned to transport the old ballast 6 during the outlet opening 17 a receiving end 19 of a second, in the longitudinal direction of the machine frame 2 extending conveyor belt arrangement 20 is assigned.
  • a sieve unit 23 Between the Throw-in opening 16 and a discharge end 21 of the first conveyor belt arrangement 18 is a sieve unit 23 connected to a vibration drive 22 intended.
  • At the end of the system 1 there is a discharge end 24 of a third, in the machine longitudinal direction extending conveyor belt arrangement 25 26 is below a discharge end 27 of the main clearing device 7 positioned.
  • the two clearing devices 5,7 are between two rail bogies arranged at the end on the rear machine frame 4 8, the height and side adjustable by drives 29 and a main clearing device 7 of the clearing device having a vibration drive 30 5 is subordinate in the working direction.
  • Clearing device 5 is between its discharge end 32 and one Receiving end 33 of the first conveyor belt arrangement 18 is a screening unit 34 assigned with a vibration drive 35.
  • a discharge end 36 of the second conveyor belt arrangement 20 for removal of the crushed ballast from the stone crusher 3 and a discharge end 37 of a fourth conveyor belt arrangement 38 for transport von Sand a common hopper 39 is assigned.
  • This is over one on the rear machine frame 4 can be pivoted about a vertical axis 40 mounted swivel conveyor 41 arranged. Its dropping is immediately in front of a leveling and compacting device 42 for leveling and compaction of a formation protection layer 43 is positioned.
  • An end of recording 44 of the fourth conveyor belt arrangement 38 is at the rear end of the machine frame 4 is provided.
  • the rear machine frame 4 is with two in the machine longitudinal direction from each other distant track lifting devices 45 connected.
  • the middle rail carriage 8 are connected by a joint 46 Frame parts 47 of the rear machine frame 4 using one - both Frame parts connecting each other - spindle drive 48 to each other adjustable. This means that the middle rail carriage 8 can be used during work be lifted off the ballast bed 10.
  • the system 1 is used continuously in the direction of the arrow 28 move, the track 9 by the two track lifting devices 45 in Area of the rear machine frame 4 is raised.
  • Through an endless, around the track 9 clearing chain of the clearing device 5 continuously the upper part of the ballast bed 10 or the old ballast 6 recorded and dropped onto the screen unit 34 via the discharge end 32.
  • the collected old ballast 6 arrives at the sieve unit 34 first conveyor belt arrangement 18 and from this onto the screening unit 23 this falls undersize (small gravel stones) directly onto the second conveyor belt arrangement 20.
  • the rest of the old ballast 6 is through the opening 16 fed to the stone crusher device 3 and from this into a desired optionally adjustable grain size crushed.
  • the crushed old gravel 6 is finally via the outlet opening 17 of the second conveyor belt arrangement 20 fed and thrown by this into the hopper 39.
  • the fourth conveyor belt arrangement 38 of loading wagons also gets into this 49 transported sand.
  • In the hopper 39 are shredded Old gravel 6 and sand by appropriate control of conveyor belt drives 50 mixed in a desired ratio and about that Swiveling conveyor belt 41 dropped onto an earth level 51.
  • the earth level 51 is removed by removing the remaining old ballast 6 Ballast bed 10 and possibly also a part of the track substructure exposed using the main clearing device 7. This also points an endless clearing chain led around the track 9, with which the remaining old ballast 6 thrown onto the third conveyor belt arrangement 25 becomes.
  • the old ballast 6 is loaded onto loading wagons 52 dropped.
  • the exposed and leveled earth planum 51 is made with the help a compression device 53 compresses.
  • Immediately behind the compacting device 53 by mixing the crushed old ballast 6 with sand 54 manufactured flat sand 55 thrown and by the leveling and Compaction device 42 planed and compressed.
  • the track 9 is on the compacted protective layer 43 deposited. After the work assignment this system 1, new ballast is dropped on track 9, this raised and the ballast falling under the track supports.

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)
  • Bedding Items (AREA)
  • Orthopedics, Nursing, And Contraception (AREA)

Claims (3)

  1. Installation pour l'assainissement de l'infrastructure d'un lit de ballast (10) d'une voie ferrée (9) avec un châssis de machine (4) prenant appui, en cours d'utilisation pour le travail, au côté des extrémités respectivement sur un train de roulement sur rails (8) et deux dispositifs de déblayage (5, 7) espacés l'un de l'autre dans la direction longitudinale de la machine et réglables en hauteur indépendamment l'un de l'autre, disposés entre les trains de roulement sur rails (8) pour éliminer le ballast du lit de ballast (10) se trouvant en dessous de la voie, où le dispositif de déblayage (5) avant dans le sens de travail est réalisé pour retirer uniquement une couche supérieure du lit de ballast (10) et le dispositif de déblayage arrière suivant (7) pour l'évacuation du ballast restant et d'une plateforme de terre avoisinante, caractérisée en ce que le châssis de machine (4) présentant un dispositif de relevage de voie (45) est constitué de deux parties de châssis (47) reliées l'une à l'autre par une articulation (46) active de tous côtés, où il est associé à chaque partie de châssis (47) un dispositif de déblayage (5 respectivement 7) et à chacun des deux dispositifs de déblayage (5, 7) un agencement de courroies de transport propre (25, 18), et en ce qu'il est prévu au voisinage de l'articulation (46) un train de roulement sur rails (8) et une commande (48) reliant les deux parties de châssis (47) l'une à l'autre.
  2. Installation selon la revendication 1, caractérisée en ce qu'une extrémité d'éjection (24) du dispositif de déblayage (7) arrière dans le sens de travail de l'installation (1) est prévue à l'extrémité avant de l'installation (1).
  3. Installation selon la revendication 1 ou 2, caractérisée en ce qu'une extrémité d'éjection (21) du dispositif de déblayage (5) avant dans le sens de travail de l'installation (1) est associée à une ouverture d'introduction (16) d'une installation à concasser les pierres (3).
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
EP94890084A Division EP0629744B1 (fr) 1993-06-16 1994-05-10 Procédé et installation pour l'assainissement de l'infrastructure du ballast d'une voie
EP94890084.0 Division 1994-05-10

Publications (3)

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

Family

ID=3508301

Family Applications (3)

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

Family Applications Before (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) EP0629744B1 (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 (1)

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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

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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***
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
CN107153394B (zh) * 2017-07-13 2020-06-26 株洲时代电子技术有限公司 一种捣固车作业防护控制***
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
CN110499679B (zh) * 2019-08-29 2024-07-05 武汉利德测控技术有限公司 一种道岔换砟机组

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US5026205A (en) * 1988-12-30 1991-06-25 Gorski George L Apparatus and method for continuously removing existing reinforced pavement and simultaneously replacing the same by a new pavement
AT398213B (de) * 1989-10-31 1994-10-25 Plasser Bahnbaumasch Franz Maschine zum aufnehmen und verteilen des bettungsschotters
AT398097B (de) * 1991-11-13 1994-09-26 Plasser Bahnbaumasch Franz Anlage zur herstellung einer planumschutzschichte
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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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

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EP0629744A2 (fr) 1994-12-21
ATE191030T1 (de) 2000-04-15
EP0681062A3 (fr) 1995-12-27
DE59404864D1 (de) 1998-02-05
ES2146266T3 (es) 2000-08-01
RU2086723C1 (ru) 1997-08-10
ES2113633T3 (es) 1998-05-01
EP0629744B1 (fr) 1997-12-29
PL303733A1 (en) 1995-01-09
DE59409235D1 (de) 2000-04-27
EP0790352A3 (fr) 1997-09-10
EP0629744A3 (fr) 1995-05-10
EP0681062A2 (fr) 1995-11-08
ATE161597T1 (de) 1998-01-15
RU2106451C1 (ru) 1998-03-10
CZ279471B6 (cs) 1995-05-17
CZ126594A3 (en) 1995-01-18
US5479725A (en) 1996-01-02
EP0790352A2 (fr) 1997-08-20
RU94021361A (ru) 1996-06-27
PL173832B1 (pl) 1998-05-29

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