WO2012103859A1 - Dispositif et procédé de construction et d'entretien de voies ferrées - Google Patents

Dispositif et procédé de construction et d'entretien de voies ferrées Download PDF

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Publication number
WO2012103859A1
WO2012103859A1 PCT/DE2011/000401 DE2011000401W WO2012103859A1 WO 2012103859 A1 WO2012103859 A1 WO 2012103859A1 DE 2011000401 W DE2011000401 W DE 2011000401W WO 2012103859 A1 WO2012103859 A1 WO 2012103859A1
Authority
WO
WIPO (PCT)
Prior art keywords
module
track
individual modules
support plates
modules
Prior art date
Application number
PCT/DE2011/000401
Other languages
German (de)
English (en)
Inventor
Michael STELLEY
Original Assignee
Stelley Michael
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 Stelley Michael filed Critical Stelley Michael
Priority to EP11794624.4A priority Critical patent/EP2670922A1/fr
Priority to DE112011104834T priority patent/DE112011104834A5/de
Publication of WO2012103859A1 publication Critical patent/WO2012103859A1/fr

Links

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
    • 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
    • E01B27/107—Renewing or cleaning the ballast in situ, with or without concurrent work on the track without taking-up track along between the tracks only
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B37/00—Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/06—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with digging elements mounted on an endless chain
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/02—Travelling-gear, e.g. associated with slewing gears
    • E02F9/022—Travelling-gear, e.g. associated with slewing gears for moving on rails

Definitions

  • the present invention relates to a device and a method for the construction and processing of track systems, in particular for processing existing track systems whose radii of curvature are> 50 meters and are suitable for all track widths on which a plurality of track-bound modules are arranged in a predetermined order ,
  • track-bound module for processing track systems, in which the individual modules are arranged one behind the other, is characterized in that
  • the individual modules are arranged detachably on a chassis;
  • the center distance (a) of at least one chassis is variably adjustable
  • At least one module has at least one trencher, which is arranged on the longitudinal side of the at least one module.
  • the associated method after the device according to the invention operates is characterized in that the individual modules are sequentially arranged one behind the other, wherein at least one module is detachably mounted on a chassis and is equipped with a variably adjustable base frame; and at least one module is provided, which has at least one trencher, which is arranged longitudinally on the at least one module.
  • the modules are all designed so that they can be transported by truck / low loader and also by rail / track.
  • By assembling small modules and components into a large machine it becomes possible to carry out this work / (underground remediation / cleaning and compacting of base ballast etc.) even in narrow track radii under 300 m mechanically and in the conveyor belt method, which until now could only be carried out conventionally , This saves a considerable amount of costs.
  • the individual modules are in their length on the respective transport units / low loader (according to legal regulations for
  • the drainage systems are produced by the conveyor belt method.
  • the soil is loosened with a trench cutter on the side and transported away by means of belts.
  • the working pit is practically pulled along by continuous driving of the mill.
  • the separating material fleece or other materials are attached to the milling machine and inserted in the propulsion of the machine.
  • Work pit is filled by transport units / belts / screws and the same, the construction material for the trench bottom and the backfill material and installed by means of a laser control in an exact storage height of the components (pipe to roll or pieces / cable ducts, etc.).
  • Filling the excavation (filter gravel or ⁇ the same) is filled with conveyors / belts / screws, and filled up to the complete coverage / production of the drainage systems / cable systems.
  • the machines and assemblies are track bound and due to the
  • Adjustability of the wheelbases can be used on any track width. By coupling or attaching additional equipment / modules, it is also possible to center between two
  • Screen device worked up, stored and re-introduced after installation of the system.
  • the track width (b) of the individual modules is adjustable and is adapted to the respective track width (b ') of the track system to be processed.
  • the at least one longitudinally arranged on the module trencher has at least on both sides of the milling arranged support plates, which are connected to the mill.
  • Conveyor is arranged, which supplies the working pit the filling material.
  • the two support plates have transversely to the longitudinal direction of the gifts / shaft at least one transverse strut.
  • the two support plates are held in the rear of at least one support arm with conveyor belt to guide the installation of the support plates in height (H) and direction (R).
  • At least one module has a drive unit for residues and at least one tractor (PFV).
  • the predetermined length (L) of the individual modules is between 8 and 15 meters, preferably 12 meters. It is particularly advantageous that an adaptation of the track widths can be carried out by exchanging bogies underneath the individual modules, whereby the track-bound modules can be guided on different track widths (b ').
  • Figure 1 A compilation of a plurality of modules (3, 4, 5, 6, 7) for
  • Figure 2 A schematic cross section through a track system (2) with two
  • Figure 3 A partial perspective view of a module (3) for depth drainage (FFT);
  • Figure 4 A side view of a module (3) for depth drainage (FFT);
  • Figure 5 A schematic side view of a trencher (9) with at least
  • Figure 6 A schematic plan view of a trencher (9) with two laterally
  • Holding device (19) with a conveying means (36) is arranged.
  • FIG. 1 shows a side view of a part of the invention
  • multi-unit device 1 for building or for processing a
  • the device 1 is in the present
  • the individual modules are mounted or integrated on at least one chassis 16 (wagon) with at least two axles. Furthermore, the modules are all track-bound, which is important to the present invention. As a result, the individual modules are inevitably one behind the other in a predetermined order on the track system to be processed 2. The individual modules are arranged so that the required materials are logistically appropriate behind the other. In here present
  • Embodiment seven modules are arranged in a logistically meaningful way for a deep drainage and track maintenance in a row.
  • the MW 1 module before the FFT module is the
  • the SWP module 4 is used for the production of deep drainage, as well as the cable channel / edge path works and for railway trenches.
  • an MK1 module for the storage of pipes / manholes and material for the sole production can also be arranged.
  • ML2 module for storage of pipes / manholes and material arranged.
  • Behind the module MK 1 and ML 2 is the MFW module 6 as
  • Material trolley arranged, which is available for the storage and transport of bulk material (filter material A / lis / gravel, mineral mixture).
  • the Material Handling Trolleys (MFW) are used for the transport, storage and installation of bulk material (gravel, mineral mixture). in this connection It should be noted that the wagons have two conveyor belts and two
  • FIG. 2 shows a schematic cross section through a track system 2 with two tracks 10, 10 ', which are spaced apart from one another with a track width b.
  • the tracks 10,10 ' are mounted on sleepers 26 with suitable fasteners.
  • the sleepers are made of either concrete or wood.
  • the track bed 12 is poured from gravel or a ballast / rock mixture above the base top edge 15.
  • the substructure top 15 is using a special
  • FIG. 3 shows a perspective partial view of the FFT module 3, which
  • This module is especially good for one side of the track 2 too
  • Swivel arm 33 is attached by conventional means. To the
  • Trencher 9 to operate and control is a cab 33
  • the FFT module 3 is also used for edge cleaning, milling and
  • the gravel can also be removed and disposed of when needed
  • This module ö can also be used for the removal and clearing of marginal paths according to the same principle.
  • the deep drainage is an additional and novel
  • the trench 34 is continuously cut by means of
  • Shoring is pulled along with the machine, so that the upcoming
  • Material can not fill the excavation.
  • Filter material is fed via ribbons into the excavation pit. So it is possible, in a single operation and continuously to lay the cables, fill and cover, so that no conventional
  • the shoring is released from the tiller and the lifting arm 19 and secures the excavation until the next installation insert.
  • the performance of the machine is approx. 15 m / h. Compared to older methods, this represents a performance increase of over 300% and a saving of additional blocks for installation and removal of the construction.
  • FIG. 4 shows a schematic side view of the FFT module 3, in which the use of the trencher 9 next to the tracks 10 can be seen particularly well.
  • the type of milling cutter is a commercially available band milling machine for digging a trench 34, to which conventional conveying means 35, such as conveyor belts, for transporting the removed material are arranged.
  • FIG. 5 shows a schematic side view of a trencher 9 with at least one support plate 17 for shoring the side walls of the excavated trench 34.
  • Support plates 17,17 ' have about a length of 10 to 15 meters.
  • the support plates 17, 17 ' are fastened to at least one holding arm 19, which keeps the two plates apart and at the same time determines and determines the height H or the direction R of the support plates 17, 17'.
  • It is a shoring, which is pulled along by the cutter and is held at the other end by a holding arm 19 with conveyor belt / conveyor belt 36, which are fastened together on the track-bound vehicle, whereby the support plates 17, 17 'at a predetermined distance being held.
  • About the conveyor belt 36 filter material is filled into the pit.
  • FIG. 6 shows a schematic plan view of the milling cutter 9, to which the support plates 17, 17 'are attached laterally with special holders 35, 35'.
  • a conveying means such as a conveyor belt 36.
  • the two support plates are kept apart with a predetermined distance, so that the side walls of the excavated trench can not collapse.
  • the filling material 37 for filling the trench 34 is supplied to the excavated trench 34. After excavation of the trench 34 immediately after the ein ownedden drainage 38 or cable are inserted, which is carried out with modern laser-controlled devices.
  • the present invention provides a method and an apparatus 1 operating according to this method with which a track system 2 can be both constructed and processed.
  • the track-bound device 1 is able to track on with a
  • Axle distance (a) and the track width (b) below the individual modules 3 to 7 can be varied variably.
  • the device is composed of a plurality of individual modules, which are arranged in an appropriate sequence one behind the other.
  • Gravel washing plant can do more work in one
  • Machine consisting of two lifting arms and at least one swivel arm. Modules for machining the tracks and the track substructure are installed between the two lifting devices and the modules / units can be exchanged as required.
  • Substructure installation and compacting of substructure material
  • PV plotwing compaction

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

La présente invention concerne un procédé et un dispositif (1), fonctionnant selon ledit procédé, qui permet tant la construction que l'entretien d'une voie ferrée (2). Le dispositif (1) reposant sur la voie est en mesure de travailler sur des rails dont le rayon de courbure est supérieur à 50 mètres, tant l'entraxe des essieux (a) que la largeur de voie (b) pouvant être modifiés simultanément sous les différents modules (3 - 7). Ledit dispositif est composé d'une pluralité de modules individuels qui sont disposés les uns derrière les autres selon un ordre pertinent. Ledit procédé et plus précisément le dispositif selon la présente invention permettent en outre un déroulement du travail en continu pour construire, pratiquement à la chaîne, à proximité de la voie ferrée, un système de drainage profond à l'aide d'un module spécial (3) pourvu d'une fraise à creuser les tranchées (9).
PCT/DE2011/000401 2011-02-04 2011-04-14 Dispositif et procédé de construction et d'entretien de voies ferrées WO2012103859A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP11794624.4A EP2670922A1 (fr) 2011-02-04 2011-04-14 Dispositif et procédé de construction et d'entretien de voies ferrées
DE112011104834T DE112011104834A5 (de) 2011-02-04 2011-04-14 Vorrichtung und Verfahren zum Aufbau und zur Bearbeitung von Gleisanlagen

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102011010420.8 2011-02-04
DE102011010420A DE102011010420A1 (de) 2011-02-04 2011-02-04 Vorrichtung und Verfahren zum Aufbau und zur Bearbeitung von Gleisanlagen

Publications (1)

Publication Number Publication Date
WO2012103859A1 true WO2012103859A1 (fr) 2012-08-09

Family

ID=45346121

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/DE2011/000401 WO2012103859A1 (fr) 2011-02-04 2011-04-14 Dispositif et procédé de construction et d'entretien de voies ferrées

Country Status (3)

Country Link
EP (1) EP2670922A1 (fr)
DE (3) DE102011010420A1 (fr)
WO (1) WO2012103859A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112761034A (zh) * 2020-12-24 2021-05-07 成都市新筑路桥机械股份有限公司 一种流体材料浇筑小车

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019101723A1 (de) * 2019-01-24 2020-07-30 K&K Maschinenentwicklungs GmbH & Co. KG Eisenbahnwagen
CN113463455B (zh) * 2021-07-22 2022-03-08 中建三局安装工程有限公司 一种带有纵横交错t形槽的高适应性端面连接方法

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE144937C (fr)
GB885022A (en) * 1957-07-19 1961-12-20 Scharf Gmbh Heinrich Conveyer truck
DE1430998A1 (de) 1964-10-21 1968-11-21 Habegger Maschf Schienenzug,insbesondere fuer Ein- oder Mehrschienen-Kleinbahnen
US3426379A (en) * 1966-09-06 1969-02-11 Kershaw Mfg Co Inc Railroad track cleaning apparatus
US4165694A (en) * 1976-12-27 1979-08-28 Franz Plasser-Bahnbaumaschinen-Industriegesellschaft m.b.H. Mobile track leveling, lining and tamping apparatus
EP0538648A1 (fr) * 1991-10-19 1993-04-28 Preussag AG Wagon porteur pour le transport combiné rail-route
WO1997018352A1 (fr) * 1995-11-13 1997-05-22 Regie Autonome Des Transports Parisiens Installation mobile d'entretien et de reparation de voies ferrees
WO2006038122A1 (fr) * 2004-10-08 2006-04-13 Cesare Rossanigo Reservoir pour des wagons ferroviaires destine a transporter des pierres concassees, du gravier et d'autres materiaux, en particulier pour des machines de restauration de ballast ferroviaires, wagons destines a des machines de restauration de ballast ferroviaires comprenant lesdits reservoirs, et procede pour obtenir ces wa
EP2020459B1 (fr) 2007-08-03 2010-03-17 Ralf Zürcher Procédé et dispositif de démontage automatique de couches de sol dans la pose de voie
EP2213792A2 (fr) * 2009-02-03 2010-08-04 Ralf Zürcher Procédé de pose d'éléments de canaux en forme de U à côté du rail d'une voie ferrée

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0857636B1 (fr) * 1997-02-10 2003-12-03 Sumitomo Metal Industries, Ltd. Bogie avec écartement variable pour un véhicule ferroviaire
AT7113U3 (de) * 2004-06-07 2005-07-25 Plasser Bahnbaumasch Franz Verfahren zum ersetzen von schadhaften schwellen eines gleises und maschine
DE102006049408B4 (de) * 2006-10-16 2013-03-14 Stahlberg Roensch GmbH Verfahren und Vorrichtung zum Austausch eines defekten oder verschlissenen Schienenstückes
DE102009007226B4 (de) * 2009-02-03 2012-11-22 Ralf Zürcher Verfahren zum Erstellen einer Entwässerungseinrichtung neben dem Gleis einer Bahnstrecke

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE144937C (fr)
GB885022A (en) * 1957-07-19 1961-12-20 Scharf Gmbh Heinrich Conveyer truck
DE1430998A1 (de) 1964-10-21 1968-11-21 Habegger Maschf Schienenzug,insbesondere fuer Ein- oder Mehrschienen-Kleinbahnen
US3426379A (en) * 1966-09-06 1969-02-11 Kershaw Mfg Co Inc Railroad track cleaning apparatus
US4165694A (en) * 1976-12-27 1979-08-28 Franz Plasser-Bahnbaumaschinen-Industriegesellschaft m.b.H. Mobile track leveling, lining and tamping apparatus
EP0538648A1 (fr) * 1991-10-19 1993-04-28 Preussag AG Wagon porteur pour le transport combiné rail-route
WO1997018352A1 (fr) * 1995-11-13 1997-05-22 Regie Autonome Des Transports Parisiens Installation mobile d'entretien et de reparation de voies ferrees
WO2006038122A1 (fr) * 2004-10-08 2006-04-13 Cesare Rossanigo Reservoir pour des wagons ferroviaires destine a transporter des pierres concassees, du gravier et d'autres materiaux, en particulier pour des machines de restauration de ballast ferroviaires, wagons destines a des machines de restauration de ballast ferroviaires comprenant lesdits reservoirs, et procede pour obtenir ces wa
EP2020459B1 (fr) 2007-08-03 2010-03-17 Ralf Zürcher Procédé et dispositif de démontage automatique de couches de sol dans la pose de voie
EP2213792A2 (fr) * 2009-02-03 2010-08-04 Ralf Zürcher Procédé de pose d'éléments de canaux en forme de U à côté du rail d'une voie ferrée

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112761034A (zh) * 2020-12-24 2021-05-07 成都市新筑路桥机械股份有限公司 一种流体材料浇筑小车

Also Published As

Publication number Publication date
DE202011110788U1 (de) 2016-05-19
DE112011104834A5 (de) 2013-11-07
DE102011010420A1 (de) 2012-08-09
EP2670922A1 (fr) 2013-12-11

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