EP2166152A1 - 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
EP2166152A1
EP2166152A1 EP08016634A EP08016634A EP2166152A1 EP 2166152 A1 EP2166152 A1 EP 2166152A1 EP 08016634 A EP08016634 A EP 08016634A EP 08016634 A EP08016634 A EP 08016634A EP 2166152 A1 EP2166152 A1 EP 2166152A1
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EP
European Patent Office
Prior art keywords
substructure
new
ballast
mixed zone
old
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
EP08016634A
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German (de)
English (en)
Other versions
EP2166152B1 (fr
Inventor
Friedheim Bieger
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
Original Assignee
GSG Knape Gleissanierung GmbH
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Priority to EP08016634.1A priority Critical patent/EP2166152B1/fr
Publication of EP2166152A1 publication Critical patent/EP2166152A1/fr
Application granted granted Critical
Publication of EP2166152B1 publication Critical patent/EP2166152B1/fr
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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

Definitions

  • the present invention relates to a method for improving or repairing track systems with a substructure and a ballast bed as a superstructure comprising the steps of: removing the ballast of the ballast bed, removing the material of the substructure to a desired depth, if necessary producing a new Erdplanums, installation of a new Substructure, making a new ballast bed.
  • the present invention relates to a device for improving or repairing track systems with a substructure and a ballast bed as a superstructure with a first excavating device, in particular Aushubkette, for removing the ballast, a second excavating device, in particular Aushubkette, for removing substructure material, if necessary, a device for producing a new earth bank, means for installing a new substructure and means for producing a new ballast bed.
  • the removed material of the substructure is, however, transported away and disposed of.
  • the new substructure is made with new material.
  • the landfill of the old material is expensive, since it is at least partially polluted material.
  • the use of new material also leads to landscape consumption.
  • the processing of the removed ballast for reuse is carried out in known methods and devices by screening plants, ie by separation of the gravel shares depending on the grain size.
  • gravel with a grain size> 30 mm is reused, while gravel with smaller grain size and other residues are not reused.
  • the reused gravel with grain size> 30 mm is at least partially processed, for example by means of impact crusher and cleaning in a car wash.
  • the invention has for its object to provide a method and an apparatus of the type mentioned, which cause less cost and less landscape consumption.
  • this object is achieved in that a third excavating device for removing material from a mixing zone in a transition region between old ballast bed and old substructure and means for installing the developed mixed zone material are provided as part of the newly produced substructure.
  • the developed mixed zone material is preferably deposited directly on the remaining substructure or the new Erdplanum and installed there, in particular as a base course.
  • the removal and replacement of the mixing zone material can be done very easily.
  • the mixing zone material is reinstalled unchanged.
  • the mixed zone material is often ready for replacement. This can be particularly promoted by the fact that the height of the intermediate layer to be removed according to an embodiment of the invention is determined depending on the results of a previously carried out soil examination. Elaborate cleaning or treatment work can be omitted.
  • the excavated ballast is at least partially processed and reinstalled.
  • the costs and the amount of material to be removed and disposed of can thereby be reduced.
  • the processing residues of the ballast are also reinstalled.
  • the treatment residues are preferably applied to the reincorporated mixed zone material and more preferably mixed with this.
  • the mixing zone material can be reused a further amount of material from the old track system for the new track system. The costs and the already mentioned transport and landfill services can thereby be further reduced.
  • the mixing of the treatment residues with the mixed zone material results in a good quality of the built-in layer, which can serve in particular as a layer protection layer or antifreeze layer.
  • the rebuilt mixed zone material also additives in liquid and / or solid form, in particular powdered form can be added. As a result, the properties of the rebuilt mixed zone material can also be improved.
  • the total thickness of the new substructure required according to the respective soil condition and the soil assessment is achieved in particular by feeding, installation and compaction of new material.
  • the new substructure can be constructed in one or more layers, in particular two-layered, in order to allow sufficient compression in particular with large overall thickness.
  • the removed material of the substructure is in particular completely removed and disposed of according to an embodiment of the invention.
  • the material is usually not suitable for reinstallation. By the appropriate supply of new material, therefore, a good quality of the new substructure can be achieved.
  • the incorporated material in particular the mixing zone material and / or the treatment residues and / or the new substructure material, are preferably leveled and / or compacted. As a result, the quality of the respective layer can be increased.
  • At least a part, but preferably all process steps are carried out with existing track linkage. Removal of the track linkage is thereby eliminated. Also, the supply and removal of the materials can advantageously be done via the track. The costs and an impairment of a possible neighboring track can be reduced.
  • the material can be removed from the mixing zone.
  • a Aushubkette be provided, as it is also used for the expansion of the ballast and the substructure material.
  • a cutting plate for expanding the mixed zone material. This can be arranged in particular above the Aushubkette for the material of the substructure. With such a cutting plate, it is particularly advantageous possible to store the developed mixed zone material directly on the remaining substructure or the new Erdplanum. A separate conveyor is not required for this purpose.
  • the cutting plate is controllable to adjust the height of the developed mixing zone.
  • a device for processing the ballast and a conveying device for conveying the processed ballast to the bulkhead installation device can be designed in particular in a conventional manner.
  • a corresponding conveying and installation device is preferably used for conveying and installing at least a portion of the treatment residues on the rebuilt mixed zone material.
  • a mixing device for mixing the treatment residues with the mixing zone material is provided, in particular a harrow or spiked roller.
  • This may be the property of this layer be improved from rebuilt material.
  • a further improvement may result from the addition of additives of solid or liquid form, in particular pulverized form, for which corresponding agents are provided in the device.
  • the feeding of new material to the installation device for the substructure via a supply device which may also be formed in a conventional manner.
  • the discharge device for the removed substructure material can also be constructed in a conventional manner.
  • the device preferably comprises a compressor and / or a leveling device, in particular a dozer blade. With this the different layers can be compacted and leveled.
  • the device according to the invention can be designed and used as a separate device or as an additional module of an existing device, in particular a conventional tarmac improvement machine. It is also preferably designed to be able to travel by rail and has means for carrying out and evaluating soil examinations.
  • Fig. 1 In the lower part of Fig. 1 is a track 1 with rails 2 and 3 thresholds shown, but only one rail 2 can be seen in the lower left area, the old, to be renewed track system is shown, and in the right lower area the new track system produced 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 gravel abrasion 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 can also be removed with such a Aushubkette. Preference is given to the use of a cutting plate 12, which is adjustable according to the strength of the mixing zone 6 to be removed.
  • 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 removed material of the mixing zone 6 is applied directly and preferably untreated to the remaining substructure or a newly created Erdplanum 7 and forms there a layer 8.
  • the developed old ballast 4 'of the ballast bed 4 is processed in the apparatus, the treatment also in a conventional manner can be done with known facilities.
  • the resulting processing residues are applied to the layer 8 of material of the mixing zone 6 and preferably mixed with this material. For this harrows or spiked rollers 13 are provided.
  • the applied layer of treatment residues is marked 9.
  • new substructure material is installed on this layer 9 .
  • the installation takes place in such a thickness that, together with the layers 8 and 9 or the mixed layer formed therefrom, the desired overall thickness of the substructure results.
  • the layer of built-in virgin material is marked with 10.
  • the new substructure may comprise a tarmac layer and / or an antifreeze layer.
  • each additive can be introduced in solid or liquid form.
  • a propulsion and / or quantity-controlled metering device can be provided.
  • the track 1 is stuffed in the newly prepared ballast layer 11 in a known manner and directed.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Processing Of Solid Wastes (AREA)
EP08016634.1A 2008-09-22 2008-09-22 Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées Active EP2166152B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP08016634.1A EP2166152B1 (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
EP08016634.1A EP2166152B1 (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
EP2166152A1 true EP2166152A1 (fr) 2010-03-24
EP2166152B1 EP2166152B1 (fr) 2016-06-01

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP08016634.1A Active EP2166152B1 (fr) 2008-09-22 2008-09-22 Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées

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EP (1) EP2166152B1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202010012355U1 (de) * 2010-09-08 2011-12-14 Wiebe Holding Gmbh & Co. Kg Gleiswegsanierungsmaschine mit PSS-Aufbereitung
EP2559812A2 (fr) 2011-08-19 2013-02-20 GSG Knape Gleissanierung GmbH Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées
AT13243U1 (de) * 2012-05-16 2013-09-15 Plasser Bahnbaumasch Franz Verfahren zur Sanierung einer Schotterbettung

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0629744A2 (fr) * 1993-06-16 1994-12-21 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Procédé et installation pour l'assainissement de l'infrastructure du ballast d'une voie
EP1939355A1 (fr) * 2006-12-18 2008-07-02 Wiebe Holding GmbH & Co.KG Engin de pose de voie et procédé de nettoyage de voie ferrée

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202007011501U1 (de) * 2007-08-16 2008-12-24 Wiebe Holding Gmbh & Co. Kg Gleiswegsanierungsmaschine mit dreifach separiertem Aushub

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0629744A2 (fr) * 1993-06-16 1994-12-21 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Procédé et installation pour l'assainissement de l'infrastructure du ballast d'une voie
EP1939355A1 (fr) * 2006-12-18 2008-07-02 Wiebe Holding GmbH & Co.KG Engin de pose de voie et procédé de nettoyage de voie ferrée

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202010012355U1 (de) * 2010-09-08 2011-12-14 Wiebe Holding Gmbh & Co. Kg Gleiswegsanierungsmaschine mit PSS-Aufbereitung
EP2559812A2 (fr) 2011-08-19 2013-02-20 GSG Knape Gleissanierung GmbH Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées
DE102011111134A1 (de) 2011-08-19 2013-03-14 Gsg Knape Gleissanierung Gmbh Verfahren und Vorrichtung zur Verbesserung oder Instandsetzung von Gleisanlagen
EP2559812A3 (fr) * 2011-08-19 2016-08-17 Knape Gruppe Holding GmbH Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées
AT13243U1 (de) * 2012-05-16 2013-09-15 Plasser Bahnbaumasch Franz Verfahren zur Sanierung einer Schotterbettung

Also Published As

Publication number Publication date
EP2166152B1 (fr) 2016-06-01

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