EP2166157B1 - Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées - Google Patents

Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées Download PDF

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Publication number
EP2166157B1
EP2166157B1 EP08016635.8A EP08016635A EP2166157B1 EP 2166157 B1 EP2166157 B1 EP 2166157B1 EP 08016635 A EP08016635 A EP 08016635A EP 2166157 B1 EP2166157 B1 EP 2166157B1
Authority
EP
European Patent Office
Prior art keywords
ballast
old
accordance
subgrade
treatment residues
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.)
Not-in-force
Application number
EP08016635.8A
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German (de)
English (en)
Other versions
EP2166157A1 (fr
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.)
Knape Gruppe Holding GmbH
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Knape Gruppe Holding GmbH
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Publication date
Application filed by Knape Gruppe Holding GmbH filed Critical Knape Gruppe Holding GmbH
Priority to EP08016635.8A priority Critical patent/EP2166157B1/fr
Publication of EP2166157A1 publication Critical patent/EP2166157A1/fr
Application granted granted Critical
Publication of EP2166157B1 publication Critical patent/EP2166157B1/fr
Not-in-force 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
    • 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

Definitions

  • the present invention relates to a method for improving or repairing track systems with a ballast bed, in which old ballast is removed and processed on site.
  • the present invention relates to a device for improving or repairing track systems with a ballast bed with an excavating device, in particular Aushubkette, for removing the ballast, and means for processing the developed old ballast on site.
  • an excavating device in particular Aushubkette
  • ballast The processing of old ballast produces waste products that are at least partially suitable for reinstallation. These substances are formed during sieving, namely gravel to small grain size, as well as the breaking of the ballast, which is broken sharp-edged example in an impact mill. These materials are particularly suitable as a base course material for the substructure (see DE 101 39 765 A1 ).
  • the invention has for its object to improve a method and an apparatus of the type mentioned.
  • This task is in a process according to claim 1 and with a device having the features of claim 6.
  • the treatment residues can in particular be re-installed as part of a new substructure. It is particularly preferred to receive the laterally stored processing residues together with material from the old substructure, in particular from a mixing zone in the transition area between old ballast and old substructure, and to reinstall it as part of the new substructure, in particular as a base layer.
  • the joint recording reduces the effort and especially the Costs for the replacement of the processing residues.
  • the substructure material can be reused by the joint recording.
  • the material of said intermediate layer is suitable for this, since this is crushed ballast and ballast residues and possibly clean sheet material, sometimes mixed with earth material, which is suitable for replacement.
  • the excavation chain for resuming the treatment residues is designed so that at the same time material of the substructure, in particular the said intermediate layer, is included.
  • a track 1 with rails 2 and 3 thresholds is shown, but only a rail 2 can be seen in the left lower area, the old, to be renewed track system is shown, and in the lower right, the new track system prepared according to the invention.
  • the old track system comprises a ballast layer 4, in which the track 1 is embedded.
  • the substructure 5 below the ballast layer 4 is the substructure 5.
  • a mixing zone 6 In the transition region between the ballast layer 4 and the substructure 5 is a mixing zone 6, the strength of which is determined in advance by a soil examination in particular.
  • the mixing zone 6 consists in particular of crushed ballast or crushed stone and material of the old substructure.
  • the strength of the mixing zone can be, for example, 10 cm.
  • the old ballast of the ballast layer 4 is removed by means of a receiving chain known type, which is not shown here. Usually, such a lifting chain on scratch fingers and a receiving beam for transporting the removed material.
  • the material of the mixing zone 6 will also be removed with such a lifting chain, together with the side of the ballast bed 4 intermediate treatment residues of the old ballast 4 '.
  • With a third recording chain the material of the substructure 5 is removed to a desired depth.
  • the removed material of the substructure 5 is removed via the track 1, optionally transferred to trucks and disposed of in landfills.
  • the excavated old ballast 4 'of the ballast bed 4 is processed in the apparatus, wherein the treatment can also be done in a conventional manner with known facilities.
  • the treatment residues from the treatment of the old ballast 4 ' are placed on one or both sides of the track system on a surface that was previously created by plowing the old ballast 4 to the center of the track system out. From there, the treatment residues are taken up together with the intermediate layer 6, in particular by a Aushubkette, and then reincorporated.
  • the installation is usually carried out in the direction of work further back than the expansion and processing of the developed old ballast 4, 4 '.
  • the excavation chain for the old ballast 4 is narrower, namely so narrow that it does not include the laterally deposited treatment residues, while the excavation chain for receiving the treatment residues and the material of the mixing zone 6 is formed so wide, that it receives the laterally stored treatment residues and the material of the mixing zone 6 over the entire width of the track system.
  • the removed material of the mixing zone 6 is applied together with the treatment residues on the remaining substructure or a newly created Erdplanum 7 and forms one or two layers 8, 9th
  • the new substructure may comprise a tarmac layer and / or an antifreeze layer.

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

Claims (10)

  1. Procédé pour l'amélioration ou la mise en état d'installations de voies ferrées comprenant un lit de ballast (4) dans lequel on enlève l'ancien ballast (4') et on le retraite sur place,
    caractérisé en ce que
    avant l'enlèvement, l'ancien ballast à retraiter (4) est déplacé au moins sur un côté du lit de ballast (4) en direction du milieu de la voie, et
    en ce que les restes de retraitement sont entreposés sur la surface ainsi devenue libre.
  2. Procédé selon la revendication 1,
    caractérisé en ce que les restes de retraitement entreposés sont à nouveau utilisés sur place.
  3. Procédé selon la revendication 2,
    caractérisé en ce que les restes de retraitement sont intégrés en tant que partie (8, 9) d'une nouvelle sous-structure (8, 9, 10).
  4. Procédé selon la revendication 3,
    caractérisé en ce que les restes de retraitement sont repris, conjointement avec le matériau de l'ancienne sous-structure (5), en particulier en provenance d'une zone mixte (6) dans la région de transition entre l'ancien ballast (4) et l'ancienne sous-structure (5) et sont à nouveau intégrés en tant que partie (8, 9) de la nouvelle sous-structure, en particulier comme couche portante.
  5. Procédé selon l'une des revendications précédentes,
    caractérisé en ce qu'au moins une partie des étapes du procédé et de préférence toutes les étapes du procédé sont exécutées sur une voie ferrée existante.
  6. Dispositif pour l'amélioration ou la mise en état d'installations de voies ferrées comprenant un lit de ballast (4), avec un système d'excavation, en particulier une chaîne d'excavation, pour enlever le ballast (4), et un système pour le retraitement sur place de l'ancien ballast (4') enlevé,
    caractérisé en ce qu'il est prévu un moyen de déplacement, qui est réalisé pour déplacer l'ancien ballast (4) à retraiter en direction du milieu de la voie, et en ce qu'il est prévu des moyens qui sont réalisés pour déposer latéralement des restes de retraitement sur la surface ainsi devenue libre.
  7. Dispositif selon la revendication 6,
    caractérisé en ce que l'on prévoit au moins un soc pour le déplacement de l'ancien ballast (4).
  8. Dispositif selon la revendication 6 ou 7,
    caractérisé en ce que l'on prévoit des moyens de réception, en particulier une seconde chaîne d'excavation, qui sont réalisés pour recevoir les restes de retraitement entreposés conjointement avec le matériau de l'ancienne sous-structure (5), en particulier à partir d'une zone mixte (6), et un système d'intégration, qui est réalisé pour la réintégration des restes de retraitement et du matériau repris de la sous-structure en tant que partie (8, 9) d'une nouvelle sous-structure (8, 9, 10), en particulier à titre de couche portante.
  9. Dispositif selon l'une des revendications 6 à 8,
    caractérisé en ce que la première chaîne de réception pour l'ancien ballast (4) est plus étroite que la seconde chaîne de réception pour les restes de retraitement et le matériau de la sous-structure, en particulier le matériau de la couche intermédiaire.
  10. Dispositif selon l'une des revendications 6 à 9,
    caractérisé en ce que le dispositif est réalisé de manière à pouvoir circuler sur des voies ferrées.
EP08016635.8A 2008-09-22 2008-09-22 Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées Not-in-force EP2166157B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP08016635.8A EP2166157B1 (fr) 2008-09-22 2008-09-22 Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP08016635.8A EP2166157B1 (fr) 2008-09-22 2008-09-22 Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées

Publications (2)

Publication Number Publication Date
EP2166157A1 EP2166157A1 (fr) 2010-03-24
EP2166157B1 true EP2166157B1 (fr) 2016-06-08

Family

ID=40342706

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08016635.8A Not-in-force EP2166157B1 (fr) 2008-09-22 2008-09-22 Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées

Country Status (1)

Country Link
EP (1) EP2166157B1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011111134A1 (de) * 2011-08-19 2013-03-14 Gsg Knape Gleissanierung Gmbh Verfahren und Vorrichtung zur Verbesserung oder Instandsetzung von Gleisanlagen
AT511698B1 (de) * 2011-12-14 2013-02-15 Plasser Bahnbaumasch Franz Verfahren zur planumsanierung
AT14304U1 (de) * 2014-05-13 2015-08-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren zur Erneuerung einer Schotterbettung eines Gleises

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH445541A (fr) * 1965-10-29 1967-10-31 Matisa Materiel Ind Sa Equipement pour le régalage du ballast d'une voie ferrée
AT322606B (de) * 1971-05-24 1975-05-26 Plasser Bahnbaumasch Franz Fahrbare vorrichtung zum verteilen und profilieren des bettungsschotters eines eisenbahngleises
CH616472A5 (fr) * 1976-05-31 1980-03-31 Plasser Bahnbaumasch Franz
US4227324A (en) * 1978-04-28 1980-10-14 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Mobile apparatus for distributing and shaping ballast of a railroad bed
AT361531B (de) * 1979-02-02 1981-03-10 Plasser Bahnbaumasch Franz Gleisbaumaschine zum verteilen und profilieren des bettungsschotters eines gleises
US4266352A (en) * 1979-10-11 1981-05-12 Canron Corporation Ballast side plow
DE19938633A1 (de) * 1999-07-12 2001-02-01 Schreck Mieves Gmbh Verfahren zur Reinigung eines Schotterbettes eines Bahngleises und Reinigungsvorrichtung zur Durchführung dieses Verfahrens
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

Also Published As

Publication number Publication date
EP2166157A1 (fr) 2010-03-24

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