EP2213793A2 - Procédé de déblayage d'une tranchée parallèle à un rail dans une voie ferrée - Google Patents

Procédé de déblayage d'une tranchée parallèle à un rail dans une voie ferrée Download PDF

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Publication number
EP2213793A2
EP2213793A2 EP10001024A EP10001024A EP2213793A2 EP 2213793 A2 EP2213793 A2 EP 2213793A2 EP 10001024 A EP10001024 A EP 10001024A EP 10001024 A EP10001024 A EP 10001024A EP 2213793 A2 EP2213793 A2 EP 2213793A2
Authority
EP
European Patent Office
Prior art keywords
track
trench
excavating
work
excavating device
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
EP10001024A
Other languages
German (de)
English (en)
Other versions
EP2213793A3 (fr
EP2213793B1 (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
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 Individual filed Critical Individual
Publication of EP2213793A2 publication Critical patent/EP2213793A2/fr
Publication of EP2213793A3 publication Critical patent/EP2213793A3/fr
Application granted granted Critical
Publication of EP2213793B1 publication Critical patent/EP2213793B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/008—Drainage of track
    • 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
    • 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
    • E02F7/00—Equipment for conveying or separating excavated material
    • E02F7/02—Conveying equipment mounted on a dredger

Definitions

  • the invention relates to a method for excavating a trench parallel to a track in the case of railway lines according to the preamble of claim 1.
  • the excavated material which has been lifted by means of the bucket, is loaded onto transport vehicles.
  • transport vehicles may be roadworthy trucks. In case of poor accessibility of the construction site but can also be used on the track movable standard railcar.
  • excavation of the trench is carried out according to the known operation with conventional excavators.
  • - as stated made the excavation by means of the excavator bucket.
  • the required depth and width as well as the distance of the trench to the track are checked and tracked by a parallel measurement.
  • the excavation operation itself occurs in two separate operations.
  • the excavated material is stored laterally on the trench, from where in a separate operation then the loading on a corresponding vehicle.
  • the invention is therefore an object of the invention to provide a faster method for excavating a parallel to a track trench railroad tracks.
  • the basic idea of the invention lies in the use of a corresponding trenching device in a track-guided, continuous process for excavating a trench of a railway line parallel to a track.
  • the advantage is a continuous operation with associated high power rates in a single operation.
  • the excavation takes place by means of a corresponding excavating both in layers of earth and optionally in rock layers, depending on the needs and requirements of local conditions.
  • the technical realization thus provides that it is a continuous excavation of the trench.
  • the milling has the advantage that it ensures a continuous flow of work in the sense of continuous forward movement of the work car.
  • the technical realization of the trencher provides according to the embodiment in claim 3, that as a milling device, an endlessly circulating belt or an endlessly circulating chain or the like. Is used, which is equipped with cutting elements.
  • the advantage of such a milling device is that a continuous excavation is possible up to great depths of several meters and with large lateral distances to the track of several meters.
  • the milling device is preferably replaceable. By different width milling devices can thus be excavated in a simple way different width trenches.
  • the width of the milling device preferably corresponds to the width of the digging trench. This means that in a single operation with a single forward drive of the milling device of the trench can be excavated according to the required dimensions.
  • the excavating device is arranged on a transversely to the direction of movement of the work carriage telescopic boom.
  • This projecting boom, at the end of the excavating device, in particular the milling device is, has the advantage that large distances between the track and the trench to be excavated can be bridged, and indeed distances of several meters.
  • the milling device can be pivotable in order to avoid obstacles in the form of masts, for example.
  • the stable guidance of the excavating device is achieved by the compact design of the work cart with the corresponding structure for the excavating device.
  • the weight of the unit described above serves to counteract the overturning moment of the projecting excavating device.
  • the weight can also optionally be chosen variable, for example, by the work car is equipped with additional weights.
  • the development according to claim 6 has the advantage that in a technically simple way very large depths of several meters can be excavated. In addition, a possibility for avoiding obstacles is created.
  • the telescopic arms hold the milling device in its required position in terms of height and direction and in terms of inclination by a corresponding pivoting movement.
  • the interchangeability of the excavating device on the work cart according to the embodiment in claim 7 has the advantage that according to the variable construction site requirement profiles corresponding excavation equipment can be used.
  • the interchangeability but also has the advantage that tools other than excavating equipment can be grown as an optional additional solution, such as drills or Verdichtgeräge or other tools of any kind.
  • the development according to claim 8 has the advantage that the positioning of the excavating device, in particular the milling device is automatically automatically adjusted in terms of height and lateral position and in terms of inclination, without the trench dimensions must be measured by hand.
  • the automatic inclination regulation of the milling device can take place, for example, via laser control as a function of the depth and width of the trench to be excavated.
  • the entire device can control the work processes semi-automatic or fully automatic, in particular by means of a laser control.
  • the feeding of the excavated material to the work car can be carried out according to the embodiment in claim 9 by means of a conveyor belt.
  • the track-bound or track-guided excavating device is combined in particular in the form of a trench cutter with a conveyor belt technology to the effect that a direct discharge of the excavated material on a connected conveyor belt in a continuous operation.
  • the conveyor belt is pivotable about a vertical axis.
  • the excavated material can be loaded both on railway wagon head or even on a neighboring track vehicle or a road truck.
  • a work car 2 with a superstructure 3 On a track 1 a railway track a work car 2 with a superstructure 3 is movable. The task of this work cart 2 with a corresponding tool is to excavate a trench 4 at a distance laterally next to the track 1.
  • a laterally projecting on the superstructure 3 of the work cart 2 telescopic boom 5 is provided.
  • an excavating device 6 At the outer end of this boom 5 there is an excavating device 6.
  • This excavating device 6 is designed as a milling device 7 in the form of an endlessly circulating belt 8 with cutting elements 9 located thereon.
  • a conveyor belt 10 is provided. This opens with its front end above a - not shown - another work car 2 on the same track 1 or on a neighboring track.
  • This conveyor belt 10 is pivotable about a vertical axis.
  • the milling device 7 is pivoted by means of a corresponding drive downwards, with an inclination angle, as in Fig. 1 is recognizable.
  • the endless circulating belt 8 Through the endless circulating belt 8, the soil is milled off by means of the cutting elements 9, so that the trench 4 is formed. It is essential that during this milling process of the work car 2 moves continuously forward. This means that during this forward drive of the work cart 2, the soil is continuously milled by means of the milling device 7 and thus according to the forward drive of the work cart 2 of the trench 4 is created.
  • the control is preferably carried out automatically by means of a laser positioning.
  • the excavated from the milling device 7 excavated material 11 is the conveyor belt 10 abandoned.
  • This conveyor belt 10 is pivoted about its vertical axis such that the front end of this conveyor belt 10 throws the excavated material 11 in a corresponding reservoir.
  • This can be the work car 2, a work car 2 located behind or in front of it, a work car 2 on a neighboring track or a lorry.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
EP10001024.8A 2009-02-03 2010-02-02 Procédé de déblayage d'une tranchée parallèle à un rail dans une voie ferrée Not-in-force EP2213793B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102009007222.5A DE102009007222B4 (de) 2009-02-03 2009-02-03 Gleisfahrzeug zum Ausheben eines zu einem Gleis parallelen Grabens bei Bahnstrecken

Publications (3)

Publication Number Publication Date
EP2213793A2 true EP2213793A2 (fr) 2010-08-04
EP2213793A3 EP2213793A3 (fr) 2014-01-01
EP2213793B1 EP2213793B1 (fr) 2017-08-23

Family

ID=42166765

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10001024.8A Not-in-force EP2213793B1 (fr) 2009-02-03 2010-02-02 Procédé de déblayage d'une tranchée parallèle à un rail dans une voie ferrée

Country Status (2)

Country Link
EP (1) EP2213793B1 (fr)
DE (1) DE102009007222B4 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107816075A (zh) * 2017-06-06 2018-03-20 金鹰重型工程机械有限公司 一种道床开槽装置
CN111549592A (zh) * 2020-04-03 2020-08-18 中国国家铁路集团有限公司 一种隧道桥梁清筛机

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102013113920B4 (de) * 2013-12-12 2015-07-16 Frank Föckersperger GmbH Anordnung zum Einbringen eines Objekts, insbesondere einer oder mehrerer Leitungen, in den Erdboden

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1864552A (en) * 1929-03-07 1932-06-28 O F Jordan Co Excavator car
US2196880A (en) * 1938-01-03 1940-04-09 Buckeye Traction Ditcher Co Ballast cleaning machine
GB767302A (en) * 1954-01-13 1957-01-30 British Insulated Callenders An improved excavator
DE1952715B1 (de) * 1969-10-20 1971-05-06 Windhoff Rheiner Maschf Auf dem Gleis verfahrbare Maschine zur Beschotterung des Gleises
US4736534A (en) * 1982-01-25 1988-04-12 The Marmon Group, Inc. Ditcher method and apparatus
US4563826A (en) * 1984-10-24 1986-01-14 Kershaw Manufacturing Company, Inc. Apparatus for removing ballast from beneath a railroad track
US4713898A (en) * 1985-12-16 1987-12-22 Loram Maintenance Of Way, Inc. Railroad mounted trench digger
US4793183A (en) * 1987-08-06 1988-12-27 Henkels & Mccoy, Inc. Automated positioning/drawing system and method of use
CA2093311C (fr) * 1992-05-25 2003-12-16 Hannes Felber Charrue a ballast

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107816075A (zh) * 2017-06-06 2018-03-20 金鹰重型工程机械有限公司 一种道床开槽装置
CN111549592A (zh) * 2020-04-03 2020-08-18 中国国家铁路集团有限公司 一种隧道桥梁清筛机

Also Published As

Publication number Publication date
DE102009007222B4 (de) 2015-02-12
EP2213793A3 (fr) 2014-01-01
DE102009007222A1 (de) 2010-09-02
EP2213793B1 (fr) 2017-08-23

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