EP2130973A2 - Procédé de réhabilitation de la voie et de l'infrastructure d'un chemin de fer - Google Patents

Procédé de réhabilitation de la voie et de l'infrastructure d'un chemin de fer Download PDF

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Publication number
EP2130973A2
EP2130973A2 EP09006873A EP09006873A EP2130973A2 EP 2130973 A2 EP2130973 A2 EP 2130973A2 EP 09006873 A EP09006873 A EP 09006873A EP 09006873 A EP09006873 A EP 09006873A EP 2130973 A2 EP2130973 A2 EP 2130973A2
Authority
EP
European Patent Office
Prior art keywords
track
sleepers
rails
work
substructure
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
EP09006873A
Other languages
German (de)
English (en)
Other versions
EP2130973B1 (fr
EP2130973A3 (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
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to PL09006873T priority Critical patent/PL2130973T3/pl
Publication of EP2130973A2 publication Critical patent/EP2130973A2/fr
Publication of EP2130973A3 publication Critical patent/EP2130973A3/fr
Application granted granted Critical
Publication of EP2130973B1 publication Critical patent/EP2130973B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/05—Transporting, laying, removing, or renewing both rails and sleepers
    • 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
    • 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

Definitions

  • the invention relates to a method for rehabilitating the track consisting of rails in the form of long rails and sleepers as well as consisting of gravel and a ballast base track substructure of a railway line.
  • railway lines basically consist of a track substructure and a track superstructure.
  • the track substructure consists of at least two layers, namely for example a gravel layer and a planning protective layer and / or antifreeze layer. This track substructure must be rehabilitated from time to time.
  • the track superstructure consists of the track, namely the sleepers and the rails. Also, this track superstructure must be rehabilitated from time to time.
  • the invention is therefore based on the object , an improved method for rehabilitating the track consisting of rails in the form of long rails and sleepers as well as consisting of ballast and gravel underground railway track of a railway line.
  • a method for renewing the track substructure and the track superstructure is created in railway lines, in which without the occurrence of logistical transport problems for the materials for the track substructure and the sleepers and rails for the track superstructure in a total work process a renewal in a continuous Working procedure can be performed. Because in order to enable all technical steps for the renewal of the track substructure with the simultaneous mechanical conversion of the track superstructure, it is necessary to line up the sleepers or rails on suitable railway carriages in the machine equipment. During the excavation of the work train, no standstill must occur.
  • the rails (long rails) next to the machine can be spread out in a continuous workflow and then spread back under the machine.
  • the thresholds can be expanded and installed in spread-out rails. Furthermore, the renewal of the track substructure during this spread out state of the rails is possible. This Track renewal is thus according to the invention now in connection with the rehabilitation of the track substructure in one step.
  • the old rails can be placed after their removal and / or the new rails before their installation laterally of the railway line according to the embodiment. This placement of the rails takes place before or after the above-described renovation work.
  • the basic idea is to equip the work train with at least one so-called threshold car with conveyor belt technology.
  • the basic idea of this work car is that on the one hand it creates the possibility of depositing the old and the new sleepers on it, on the other hand, but also due to the conveyor belts off and in-transport of the materials of the track substructure is possible.
  • several work cars are arranged one behind the other. This means that the conveyor belts create a seamless transition between the work cars.
  • This special work car thus has the property that the materials to be removed or built in the track substructure below or above the sleepers to be transported can be transported or driven through.
  • the number of work cars is variable and depends on the track length per shift.
  • the conveyor belts of these work cars are variably adjustable in the direction of travel, d. H. they can run forward or backwards. As mentioned previously, the conveyor belts of the individual work cars are coupled during work, so that a transport of the materials over a longer column of work cars is possible. If necessary, a pickup truck can be attached in front of the work car or behind the work car. This recording carriage allows the supply / discharge of transfer bands with or without embpuff ceremoniess Kunststoffkeit.
  • a gantry crane movable along the work cart is provided.
  • the work cars have rails on the side.
  • the gantry cranes of the underground remediation machine can be used. You can drive away in the manner described above on the work car to allow the assembly of these work cars with old single sleepers.
  • the development according to claim 8 proposes various ways of arranging the conveyor belts along the work car.
  • the materials of the track substructure below and / or above the sleepers to be transported during the stem can be transported or driven through.
  • the change in the variation of the conveyor belts is freely selectable here. It is only required that the transport routes of the sleepers on the one hand and the materials for the track substructure on the other hand do not interfere.
  • Fig. 1 shows a work train 1 in a first Au Equipmentsform for rehabilitation of the track substructure 2 and the track 3 of a railway line.
  • the track substructure 2 consists of gravel and possibly a planning protective layer and / or an antifreeze layer.
  • track substructure 2 On this track substructure 2 is the track 3 consisting of sleepers 4 and rails 5 (in particular in the form of long rails).
  • the track 3 with its sleepers 4 and rails 5 is first removed so that the track substructure 2 is accessible.
  • the rails 5 in the work area can either be completely removed or - in the case of long rails - spread out laterally so that subsequently the sleepers 4 can be removed by means of appropriate machines.
  • These sleepers 4 are stored on the work train 1.
  • the track substructure 2 can be renewed by first removing the old material and replacing it with new material. Subsequently, the application of the track 3.
  • the transport of the material of the track substructure 2 takes place along the work train 1 by means of conveyor belts. 8
  • Fig. 2 again shows a work train 1, but this time with targeted use of special work car 6, as described in detail in the Fig. 3 to 6 are shown.
  • These work cars 6 basically have a bearing surface 7 for sleepers 4 and also conveyor belts 8, which extend in the longitudinal direction of the work carriage 6.
  • the work car 6 rails 9 are assigned for a gantry crane of the work train 1 for transporting the thresholds 4.
  • the rails 5 and the sleepers 4 of the track 3 of the track superstructure are first removed from the area of the track substructure 2.
  • the rails 5 are either completely removed or spread out.
  • the sleepers 4 are deposited on the work car 6 by means of the gantry crane described above.
  • new thresholds 4 which are stored on the work cart 6, by means of the gantry crane transported and deposited by appropriate equipment on the track substructure 2. Subsequently, the rails 5 can be mounted.
  • Fig. 3 shows a first variant of the work cart 6.
  • the two conveyor belts 9 extend below the bearing surface 7 for the sleepers. 4
  • Fig. 4 shows the variant that the one conveyor belt 8 below the bearing surface 7 and the other conveyor belt 8 above the thresholds 4 runs.
  • two conveyor belts 8 are provided. Of course, more than two conveyor belts may be provided.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
EP09006873.5A 2008-06-05 2009-05-22 Train de traveaux de réhabilitation de la voie et de l'infrastructure d'un chemin de fer Active EP2130973B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL09006873T PL2130973T3 (pl) 2008-06-05 2009-05-22 Pociąg roboczy do uzdrawiania toru oraz podtorza linii kolejowej

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102008026873A DE102008026873B4 (de) 2008-06-05 2008-06-05 Arbeitswagen

Publications (3)

Publication Number Publication Date
EP2130973A2 true EP2130973A2 (fr) 2009-12-09
EP2130973A3 EP2130973A3 (fr) 2013-04-17
EP2130973B1 EP2130973B1 (fr) 2014-02-12

Family

ID=41057433

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09006873.5A Active EP2130973B1 (fr) 2008-06-05 2009-05-22 Train de traveaux de réhabilitation de la voie et de l'infrastructure d'un chemin de fer

Country Status (6)

Country Link
EP (1) EP2130973B1 (fr)
DE (1) DE102008026873B4 (fr)
DK (1) DK2130973T3 (fr)
ES (1) ES2462396T3 (fr)
PL (1) PL2130973T3 (fr)
PT (1) PT2130973E (fr)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2023979A1 (de) * 1969-10-07 1971-04-15 Franz Plasser Bahnbaumaschinen, Wien Verfahren und Einrichtungen zum kontinuierlichen Auswechseln bzw. Er neuern der Schwellen und gegebenenfalls der Schienen eines Gleises
DD240043A1 (de) * 1985-08-05 1986-10-15 Deutsche Reichsbahn Schotterbettreinigungsmaschine
EP0255564A1 (fr) * 1986-07-25 1988-02-10 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine pour remplacer ou rénover respectivement les rails et les traverses d'une voie existante
WO2007017309A1 (fr) * 2005-08-11 2007-02-15 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Machine pour renouveler une voie

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH620005A5 (fr) * 1978-04-19 1980-10-31 Scheuchzer Auguste Les Fils D
AT359114B (de) * 1978-09-13 1980-10-27 Plasser Bahnbaumasch Franz Gleisschwellen-auswechseleinrichtung mit schotterbett-absenk- und planiervorrichtung
AT3917U3 (de) * 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz Maschine zur erneuerung eines gleises

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2023979A1 (de) * 1969-10-07 1971-04-15 Franz Plasser Bahnbaumaschinen, Wien Verfahren und Einrichtungen zum kontinuierlichen Auswechseln bzw. Er neuern der Schwellen und gegebenenfalls der Schienen eines Gleises
DD240043A1 (de) * 1985-08-05 1986-10-15 Deutsche Reichsbahn Schotterbettreinigungsmaschine
EP0255564A1 (fr) * 1986-07-25 1988-02-10 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine pour remplacer ou rénover respectivement les rails et les traverses d'une voie existante
WO2007017309A1 (fr) * 2005-08-11 2007-02-15 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Machine pour renouveler une voie

Also Published As

Publication number Publication date
DK2130973T3 (da) 2014-05-12
PL2130973T3 (pl) 2015-01-30
ES2462396T3 (es) 2014-05-22
DE102008026873A1 (de) 2009-12-10
PT2130973E (pt) 2014-05-23
EP2130973B1 (fr) 2014-02-12
EP2130973A3 (fr) 2013-04-17
DE102008026873B4 (de) 2012-02-02

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