EP2295638B1 - Procédé destiné à l'établissement d'un rail - Google Patents

Procédé destiné à l'établissement d'un rail Download PDF

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Publication number
EP2295638B1
EP2295638B1 EP10008649.5A EP10008649A EP2295638B1 EP 2295638 B1 EP2295638 B1 EP 2295638B1 EP 10008649 A EP10008649 A EP 10008649A EP 2295638 B1 EP2295638 B1 EP 2295638B1
Authority
EP
European Patent Office
Prior art keywords
track
work car
car
gravel
sleepers
Prior art date
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Active
Application number
EP10008649.5A
Other languages
German (de)
English (en)
Other versions
EP2295638A2 (fr
EP2295638A3 (fr
Inventor
Ralf Zürcher
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.)
Individual
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Individual
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Publication date
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Publication of EP2295638A3 publication Critical patent/EP2295638A3/fr
Application granted granted Critical
Publication of EP2295638B1 publication Critical patent/EP2295638B1/fr
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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/02Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/05Transporting, laying, removing, or renewing both rails and sleepers

Definitions

  • the invention relates to a method for creating a track body of a railway track at default not existing track.
  • Rail tracks on a railway track basically consist of a track bed and the track on the track bed.
  • the track bed is applied to a prepared track substructure and definitely has a gravel layer.
  • Under the ballast layer may still be a layer protection layer and / or an antifreeze layer and / or a nonwoven.
  • the track on the track bed consists of sleepers and rails. See for example EP 2 071 077 A2 ,
  • the present invention is based thereon. For this purpose, it is known to first create the track bed and apply in a subsequent separate operation using completely different machines the track. Due to the fact that these are two separate operations, this process is technically cumbersome and time consuming.
  • the invention has for its object to provide a quick and inexpensive method for creating a track body of a railway track at default not existing track.
  • the basic idea of the invention is to provide a method using a specially designed machine, which with a non-existent track and a non-existent ballast layer and possibly a non-existent support layer (layer protection layer and / or antifreeze layer) performing various operations in one
  • the continuous working method in front of the head enables the installation of a gravel layer below the track including, if necessary, the installation of substructure layers such as antifreeze layer and / or protective layer, furthermore possibly the installation of a nonwoven as separating layer between the track substructure and installation layers and finally the installation of the track.
  • the work trolley is equipped with appropriate paving implements and built-in appliances.
  • a corresponding number of pavers are provided according to the number of layers to be attached.
  • the materials are installed with the built-in appliances in succession continuously in a row and, if necessary, compacted.
  • the rails are first deposited on the track substructure in advance of the work procedure. They are threaded into the machine during work.
  • the sleepers are installed below the work car.
  • the thresholds of the machine are fed in working direction.
  • the rails threaded into the machine can be placed on the sleepers under the machine and fastened.
  • a fleece is applied to the track substructure.
  • This fleece serves as a separating layer between the track substructure and the overlying installation layers.
  • the corresponding device for applying this fleece is part of the work cart and defines the frontmost station.
  • the seen in the direction of the rear portion of the work vehicle according to the invention can drive on the already created track by means of a corresponding chassis.
  • the front area of the work car is in the area where the track has not yet been created.
  • this area according to the embodiment in claim 4 of the work car supported by means of a particular driven crawler track on the ground. These crawler tracks thus allow propulsion on the ground.
  • the front head of the work car is supported by means of a crawler track on the track substructure.
  • This crawler undercarriage is also preferably driven.
  • the arrangement of the above-mentioned chain undercarriages can be variably designed in dimension and position.
  • the initial situation is that a prepared track substructure 2 is present to create a track body 1. On this track substructure 2, the track body 1 is to be applied.
  • the track body 1 initially consists of a track bed 3, which is located on the track substructure 2.
  • This trackbed 3 consists initially of a nonwoven 4 as a release liner to the layers above it, of a layer protection layer and / or antifreeze layer 5 and a layer of ballast. 6
  • the trackbed 3 On the trackbed 3 is the track 7 consisting of sleepers 8 and 9 rails.
  • a work vehicle 10 is provided. This has three suspensions, namely a crawler undercarriage 11 at the front end of the work car 10. This crawler chassis 11 moves on the track substructure 2. Basically, it is conceivable that this crawler track 11 can also be omitted. In the middle area is also a crawler track 12. This runs on the gravel 6. Finally, at the rear end there is a chassis 13 which is movable on the rails 9.
  • the design and arrangement of the above-mentioned suspensions may be different and adapted to the particular circumstances.
  • the work cart 10 has at the front a mounting device 14 for the fleece 4, behind a mounting device 15 for the formation protection layer and / or antifreeze layer 5, behind a mounting device 16 for the ballast 6, behind a mounting device 17 for the thresholds.
  • the supply of the corresponding materials via conveyor belts 18 of corresponding material trolleys, which are coupled in the direction of work behind the work car 10.
  • a threading device 19 which is only indicated schematically, is provided for the rails, which places and fixes the rails 9 on the sleepers 8.
  • the work process by means of the work cart 10 can be started by continuously installing the corresponding materials by means of the devices 14 to 17 and, finally, after applying the sleepers 8, the threaded rails 9 are placed on the sleepers 8 and fastened.

Landscapes

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

Claims (7)

  1. Procédé de création d'un corps de voie (1) d'une ligne ferroviaire en cas de voie (7) non présente en termes de sortie,
    dans lequel le corps de voie (1)
    se compose d'un lit de voie (3) superposé sur une infrastructure de ligne (2), présentant au moins du ballast (6) ainsi que
    d'une voie (7) disposée sur le lit de voie (3) constituée de traverses (8) et de rails (9), dans lequel les rails (9) sont d'abord déposés sur l'infrastructure de ligne (2) conformément au procédé et
    dans lequel ensuite en utilisant un wagon de travail (10) déplaçable partiellement sur le corps de voie déjà fini (1) dans un procédé de travail continu,
    le ballast (6) est d'abord appliqué sur l'infrastructure de ligne (2) avant la tête,
    puis les traverses (8) sont superposées sur le ballast (6) et
    enfin les rails (9) déposés auparavant, enfilés dans le wagon de travail (10) sont superposés sur les traverses (8),
    dans lequel les traverses (8) qui sont amenées à la machine dans le sens de travail sont encastrées dans une région arrière de la machine, vue dans le sens de travail, en dessous du wagon de travail (10).
  2. Procédé selon la revendication précédente,
    caractérisé en ce
    qu'une sous-couche et/ou couche antigivre (5) est appliquée auparavant au moyen du wagon de travail (10) en dessous du ballast (6).
  3. Procédé selon une des revendications précédentes,
    caractérisé en ce
    qu'un non-tissé (4) est appliqué au moyen du wagon de travail (10) en dessous du ballast (6) ou éventuellement en dessous de la sous-couche et/ou couche antigivre (5).
  4. Procédé selon une des revendications précédentes,
    caractérisé en ce
    que le wagon de travail (10) est appuyé sur le fond au moyen d'un mécanisme de roulement sur chenilles (12) notamment entraîné dans la région où la voie (7) n'est pas encore achevée.
  5. Procédé selon une des revendications précédentes,
    caractérisé en ce
    que l'extrémité de tête avant du wagon de travail (10) est appuyée par un mécanisme de roulement sur chenilles (11) déplaçable sur l'infrastructure de ligne (2), notamment entraîné.
  6. Procédé selon une des revendications précédentes,
    caractérisé en ce
    que des wagons de matériau séparés pour les matériaux à transformer sont accrochés derrière au wagon de travail (10), vu dans le sens de travail, desquels les matériaux sont amenés au wagon de travail (10).
  7. Wagon de travail (10) pour créer d'un corps de voie (1) d'une ligne ferroviaire en cas de voie (7) non présente en termes de sortie, dans lequel le wagon de travail (10) présente un mécanisme de roulement sur chenilles (12) déplaçable sur du ballast (6) et un mécanisme de roulement (13) déplaçable sur des rails (9) qui est disposé à l'extrémité arrière du wagon de travail (10), et dans lequel le wagon de travail (10) présente un dispositif d'enfilage (19) pour rails (9) et un dispositif d'encastrement (17) pour traverses (8),
    caractérisé en ce que
    le wagon de travail (10) présente un dispositif d'encastrement (16) pour ballast (6) avant le mécanisme de roulement sur chenilles (12) par rapport à un sens de travail et le dispositif d'encastrement (17) pour traverses (8) est disposé avant le mécanisme de roulement (13) lié aux rails dans la région arrière de la machine vue dans le sens de travail.
EP10008649.5A 2009-08-28 2010-08-19 Procédé destiné à l'établissement d'un rail Active EP2295638B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102009039230A DE102009039230A1 (de) 2009-08-28 2009-08-28 Verfahren zum Erstellen eines Gleiskörpers

Publications (3)

Publication Number Publication Date
EP2295638A2 EP2295638A2 (fr) 2011-03-16
EP2295638A3 EP2295638A3 (fr) 2014-03-12
EP2295638B1 true EP2295638B1 (fr) 2016-03-30

Family

ID=43037145

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10008649.5A Active EP2295638B1 (fr) 2009-08-28 2010-08-19 Procédé destiné à l'établissement d'un rail

Country Status (7)

Country Link
EP (1) EP2295638B1 (fr)
DE (1) DE102009039230A1 (fr)
DK (1) DK2295638T3 (fr)
ES (1) ES2578611T3 (fr)
HU (1) HUE028476T2 (fr)
PL (1) PL2295638T3 (fr)
PT (1) PT2295638T (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3636834A1 (fr) 2018-10-08 2020-04-15 Zuercher Holding GmbH Dispositif et procédé de création d'une nouvelle piste pour une voie ferrée

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012017997A1 (de) * 2012-09-12 2014-04-10 Zürcher Holding GmbH Verfahren zur Erstellung und/oder Sanierung einer Bahnstrecke

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH594105A5 (fr) * 1976-07-27 1977-12-30 Matisa Materiel Ind Sa
EP0056497A1 (fr) * 1981-01-15 1982-07-28 Les Fils D'auguste Scheuchzer S.A. Wagon-cadre dans un train pour effectuer l'assainissement du sous-sol des voies de chemin de fer
AT400339B (de) * 1991-09-10 1995-12-27 Plasser Bahnbaumasch Franz Maschinenanordnung zur erneuerung eines gleises
DE9218109U1 (de) * 1991-11-13 1993-08-26 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H., Wien Anlage zur Herstellung einer Planumschutzschichte
DE9305927U1 (de) * 1993-04-20 1994-05-26 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H., Wien Maschine zum Erneuern bzw. Verlegen eines Eisenbahngleises
IT1283554B1 (it) * 1995-04-18 1998-04-22 Plasser Bahnbaumasch Franz Impianto per rinnovare in modo continuo un binario
AT3879U3 (de) * 2000-06-09 2001-03-26 Plasser Bahnbaumasch Franz Maschine zur erneuerung eines gleises
DE202008003997U1 (de) * 2007-12-14 2008-06-05 Zürcher, Ralf Vorrichtung zum Erneuern des mehrschichtigen Unterbaus von Gleisen

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3636834A1 (fr) 2018-10-08 2020-04-15 Zuercher Holding GmbH Dispositif et procédé de création d'une nouvelle piste pour une voie ferrée

Also Published As

Publication number Publication date
PL2295638T3 (pl) 2016-12-30
EP2295638A2 (fr) 2011-03-16
DK2295638T3 (en) 2016-07-18
EP2295638A3 (fr) 2014-03-12
ES2578611T3 (es) 2016-07-28
HUE028476T2 (en) 2016-12-28
DE102009039230A1 (de) 2011-03-17
PT2295638T (pt) 2016-07-11

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