EP1939354A2 - Procédé et dispositif destinés à la fabrication ou au renouvellement d'une voie ferrée ballastée - Google Patents

Procédé et dispositif destinés à la fabrication ou au renouvellement d'une voie ferrée ballastée Download PDF

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Publication number
EP1939354A2
EP1939354A2 EP07024532A EP07024532A EP1939354A2 EP 1939354 A2 EP1939354 A2 EP 1939354A2 EP 07024532 A EP07024532 A EP 07024532A EP 07024532 A EP07024532 A EP 07024532A EP 1939354 A2 EP1939354 A2 EP 1939354A2
Authority
EP
European Patent Office
Prior art keywords
track
ballast
under
stuffing
bed
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.)
Withdrawn
Application number
EP07024532A
Other languages
German (de)
English (en)
Other versions
EP1939354A3 (fr
Inventor
Christian Knape
Friedhelm 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.)
GSG Knape Gleissanierung GmbH
Original Assignee
GSG Knape Gleissanierung GmbH
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 GSG Knape Gleissanierung GmbH filed Critical GSG Knape Gleissanierung GmbH
Publication of EP1939354A2 publication Critical patent/EP1939354A2/fr
Publication of EP1939354A3 publication Critical patent/EP1939354A3/fr
Withdrawn legal-status Critical Current

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    • 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
    • E01B27/02—Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means
    • E01B27/022—Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means by devices moving on the track with or without spreading or levelling
    • 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
    • E01B27/02—Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means
    • E01B27/023—Spreading, levelling or redistributing ballast already placed
    • 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
    • E01B27/02—Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means
    • E01B27/023—Spreading, levelling or redistributing ballast already placed
    • E01B27/026—Spreading, levelling or redistributing ballast already placed by means of driven tools, e.g. rotating brooms or digging devices
    • 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
    • E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
    • E01B27/13—Packing sleepers, with or without concurrent work on the track
    • E01B27/16—Sleeper-tamping machines
    • E01B27/17—Sleeper-tamping machines combined with means for lifting, levelling or slewing the track

Definitions

  • the present invention relates to a method for making or renewing a railroad track with a track lying in a ballast bed, comprising the steps of laying the track down on a course protective layer or a ground plane, bringing in ballast, lifting the track from the leveling protective layer or the ground plane, distributing the ballast under the track and plug of the track. Moreover, the invention relates to an apparatus for carrying out such a method.
  • the track grate In some known methods for making or renewing a gravel railroad track, the track grate must be placed on the existing or new substructure, ie on the ground plan or the protective course.
  • the track is filled by means of self unloading wagons with ballast and then lifted with a track lifter, so that part of the threshold between the threshold ballast falls under the thresholds and be distributed in a subsequent operation by means of a tamping under the thresholds can. This process is repeated until the track is sufficiently filled with ballast and has reached a height required for the prescribed further processing with tamping machine.
  • this procedure has the disadvantage that, when the ballast is plugged under the threshold, the tamping punches usually used for this purpose can penetrate into the tarmac protective layer and damage it.
  • the invention has for its object to provide a method and an apparatus of the type mentioned above, with which a gravel railroad track can be made or renewed without the risk that a located below the track surface protection layer is impaired.
  • ballast initially distributed evenly under the raised track and the track is only then stuffed.
  • the track is first lifted and then ballast introduced.
  • the object is achieved by a device for producing or renewing a rail track with a lying in a ballast track with means for lifting the track, means for introducing gravel and means for uniform distribution of the ballast under the raised track.
  • the method according to the invention avoids damage to a protective layer underneath the track during the manufacture or renewal of the ballast bed, since a ballast layer under the track is built up before the first stuffing operation, which prevents the penetration of stuffed tufts into the surface protection layer.
  • a ballast layer of at least 5, preferably 10 cm, more preferably at least 15 cm, is produced below the track.
  • the evenly distributed under the track gravel is then preferably compacted, in particular by shaking. On the one hand, this achieves on the other hand, the protection against the penetration of a stuffing peg into the underlying layer of protective cover is further enhanced.
  • the steps according to the invention for producing or renewing a ballast bed can advantageously be carried out in a single operation.
  • the production or renewal of the ballast bed can be done very quickly.
  • intermediate steps for ballasting which require a particularly large amount of time, can be dispensed with.
  • the total time for the preparation or renewal of the ballast bed can thereby be significantly reduced.
  • ballast operations are usually carried out with so-called Dientladewagen and require considerable time. This can also be saved by the Nachschottern.
  • the steps of the invention are carried out track bound. This is particularly advantageous with regard to the supply of the required materials and also with regard to any required removal of material.
  • the supply of material can be done in particular in the direction of work from the front and from behind.
  • the material supply is thus particularly effective.
  • the supply can also be done only from the front or only from behind.
  • ballast By using refurbished ballast, the need for new ballast can be reduced. On request but can also be used only Neuschotter. When fed on both sides, both reclaimed gravel from one side and new gravel from the other side can be supplied.
  • the ballast bed can be profiled laterally. A separate operation for this is then unnecessary, so that the total time to renew or manufacture the gravel railroad can be further reduced.
  • metal sleepers in particular steel sleepers
  • the provision of longitudinal grooves ensures that the metal sleeper rests in the supporting area without the risk of damage to the threshold, since the lateral claws engage in the grooves. This ensures optimum embedding of the steel sleepers in the ballast bed.
  • a device comprises means for lifting the track, in particular a track section, under which the ballast bed is to be manufactured or renewed, means for introducing ballast and means for uniformly distributing the ballast under the raised track.
  • Said means are arranged in the corresponding manner in the device one behind the other, wherein the means seen in the working direction follow one another.
  • the device according to the invention may also have means for plugging the track after the ballast has been distributed.
  • the device according to the invention has at least one rail chassis, preferably at least two rail carriages. All work can be carried out by rail, whereby a destruction of the already produced subgrade can be avoided.
  • the device according to the invention may comprise a ground gear, in particular a crawler track.
  • a ground gear in particular a crawler track.
  • the traveling device may be supported on the surface protection layer. Such a case exists if the track may not be used for certain reasons.
  • the device according to the invention additionally comprises means for compressing the distributed ballast, in particular one or more vibrating plates.
  • means for compressing the distributed ballast in particular one or more vibrating plates.
  • ballast additional means for introducing ballast are provided, in particular before and / or after the stuffing means.
  • the introduction of additional ballast in front of the stuffing means avoids the occurrence of holes in the ballast bed, while the introduction of the stuffing means or in the absence of stuffing at the end of the operation according to the invention has the advantage that gravel is already available for subsequent stuffing passes. A separate ballast can be saved, so that the total working time is reduced.
  • the device according to the invention preferably has means for feeding material seen in the working direction from the front and / or from behind. As already stated for the method according to the invention, the feeding of material can thereby be made particularly effective.
  • the device according to the invention may comprise means for mixing reclaimed and new ballast. This makes it possible To use at least partially reclaimed gravel and to save Neuchotter.
  • the device according to the invention can have a ballast bed for lateral profiling in order to accomplish the additional working step already described above in the same operation with the device according to the invention.
  • stuffing tacks are provided, which are formed in particular wegschwenkbar.
  • a first stuffing step in particular a compacting step, can already be carried out in the operation according to the invention.
  • the tamping pimples can be pivoted away according to the preferred embodiment of the invention. This is particularly advantageous when no conventional thresholds but, for example, so-called Y-thresholds are used, which can not be stuffed with conventional stuffed goose.
  • the device according to the invention preferably has a sliding bar, which extends in particular over the entire width of the track. As a result, a uniform distribution of the ballast under the track can be achieved in a suitable manner.
  • the device For lifting the track, the device preferably has lifting tongs, in particular roll tongs. Roller tongs ensure that the device can be moved forward during the operation with the track raised.
  • a drive for moving the device according to the invention can be integrated in this. But it is also possible to provide a separate drive car. This can also be combined with a material transfer car according to one embodiment of the invention, that is to be integrated in such a transfer car. Due to the integration, in each case the entire length of the device can be kept low.
  • the device according to the invention is designed to be twistable about its longitudinal axis. As a result, track excesses can be compensated.
  • the device according to the invention can be used alone, that is in a separate operation. But it can also be designed so that it is used in conjunction with a Rough Terrain Maker, in which case preferably means are provided for passing over the tarpaulin material on the device.
  • the device according to the invention can also be combined with another device, for example with a tarmac paver, which at the same time has an excavating device, or with a tamping and straightening machine.
  • the device shown comprises a vehicle with a frame 1 and two rail bogies 2, which are provided at the front end 3 and at the rear end 4 of the frame 1.
  • the rail carriages 2 each have a bogie 5 and two wheel pairs 6.
  • the rail lifting devices 7 each comprise an arm 10 which is connected to the frame 1, and roller tongs 11 which engage the rail head of the track 8 in order to lift it.
  • a Schottereinbringvorraum 12 is provided between the two lifting devices 7 .
  • This comprises a conveyor belt 13 for discharging ballast 14, which is supplied via a hopper 15 with ballast, which in turn is filled via a multipart conveyor 16 with ballast.
  • the ballast 14 is fed in this case from the rear end of the device seen in the direction of work I, wherein this can be done in various ways, for example by other conveyor belts.
  • ballast distribution and compacting device 17 is provided below the Schottereinbringvoriques 12 .
  • This comprises a distribution bar 18 which extends across the entire track 8 and a vibrating plate 19 which is arranged behind the distribution bar 18 and how it is carried by an arm 20 which is connected to the frame 1 of the illustrated device.
  • a further Schottereinbringvoropathy 21 is arranged with chutes 22, which is also supplied via the conveyor 16 with gravel.
  • a stuffing device not shown here, can be provided with which a first compression plug step can be performed.
  • the stuffing device comprises in particular stuffing tongs of conventional type, which grip around the thresholds from the front and from the rear and thus bring gravel under the threshold and compact it there.
  • the illustrated device has a conveyor belt 23 for conveying material, for example, protective covering layer material.
  • this conveying device 23 is optional and provided in particular when the illustrated device is used in combination with a device for producing a layer protection layer, as shown in FIG Fig. 2 is shown.
  • the device may also have a floor landing gear, not shown here, in particular crawler tracks, in order to be able to be used even when a track may not be partially traveled.
  • FIG. 2 shows Fig. 2 a combination of in Fig. 1 illustrated device with a machine for producing a surface protection layer. From this machine 24 is in Fig. 2 only seen in the direction of work I rear end shown.
  • the machine comprises rail carriages 25, runway protection layer material feeders 26, a runway protection paver 27, and an excavator 28 for excavating waste material.
  • the device 24 is consistent with a conventional device for renewing the anti-fouling layer.
  • a device according to the invention is shown together with a stuffing and straightening machine 30, seen from the working direction I only the front part can be seen.
  • the stuffing and straightening machine 30 also comprises two rail carriages 31, which carry a frame 32. In the middle of the frame 32, the latter also carries a stuffing device 33 with stuffing tongs 34 in front of and behind the respective threshold to be stuffed.
  • the stuffing and straightening machine 30 comprises conveying devices 35 for conveying material, in particular ballast, for the device according to the invention via the machine 30.
  • Fig. 4 shows finally a further supplement, in which the arrangement according to Fig. 3
  • a drive and material transfer car 36 is added.
  • This comprises a frame 37, which is supported by two rail chassis 38.
  • the drive unit 39 is provided on the frame 37.
  • the carriage 36 also includes a transport device 40 for material, in particular ballast for the device according to the invention.
  • the device For use of the device according to the invention this is brought to a track 8, which on a surface protection layer 9 or a Erdplanum was filed.
  • This may be an old track in the case of a renewal of the ballast bed or a new track in the case of a new production.
  • the device is moved in the direction of work I and thereby performs an operation with the above-described inventive steps.
  • the device raises the track 8 by means of the lifting devices 7, promotes gravel 14 via the device 12, which is poured before the ballast distribution and planning unit 17 on the surface protection layer 9.
  • the distribution bar 18 the ballast is distributed under the raised track 8 and then compacted evenly with the blade 19.
  • the track 8 On this compacted ballast bed, which in particular has a height of at least 10 cm, preferably at least 15 cm, then the track 8 is stored again, so that with the stuffing 21 a first stuffing step, in particular compaction step, can be performed.
  • the track 8 thus deposited on a compacted ballast bed can then be further stuffed by a conventional stuffing unit. In particular, this can be carried out with the proper stabilization Stopf sau.
  • this tamping machine can be combined directly with the device according to the invention, as on the device 21 ballast can be nacheinlevel, which can then be stuffed with the attached tamping machine. The interposition of a ballast gear is thus unnecessary.
  • the device according to the invention can also be used with an excavating and tilling machine. In this case, the production according to the invention of a ballast bed takes place directly in the same operation as the production of the protective layer.
  • the drive of the devices described can according to Fig. 4 done by an attached drive and material transfer car 36.
  • a first stuffing step can also already with the device according to the invention be performed if this also has stuffing pimple.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
EP07024532A 2006-12-18 2007-12-18 Procédé et dispositif destinés à la fabrication ou au renouvellement d'une voie ferrée ballastée Withdrawn EP1939354A3 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200610059639 DE102006059639A1 (de) 2006-12-18 2006-12-18 Verfahren und Vorrichtung zum Herstellen oder Erneuern einer geschotterten Schienenfahrbahn

Publications (2)

Publication Number Publication Date
EP1939354A2 true EP1939354A2 (fr) 2008-07-02
EP1939354A3 EP1939354A3 (fr) 2009-05-20

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EP07024532A Withdrawn EP1939354A3 (fr) 2006-12-18 2007-12-18 Procédé et dispositif destinés à la fabrication ou au renouvellement d'une voie ferrée ballastée

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EP (1) EP1939354A3 (fr)
DE (1) DE102006059639A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109072571A (zh) * 2016-03-15 2018-12-21 马蒂萨材料工业股份有限公司 用于修复道床的具有两个筛分器的机器、和用于修复道床的方法
CN109722959A (zh) * 2018-11-30 2019-05-07 河南工程学院 一种矿山运输轨道铺设设备及其施工方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114481721B (zh) * 2022-02-28 2024-05-28 中铁一局集团有限公司 一种长大桥上有砟线路配砟装置及方法

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4136618A (en) * 1977-06-06 1979-01-30 Boyer Jean Jacques Railroad lifting device for ballast cleaning and levelling machines
DE3706693A1 (de) * 1986-05-13 1987-11-19 Wageneder Sbm Gmbh Auf schienen verfahrbarer umbauwagen fuer gleisanlagen
EP1045070A1 (fr) * 1999-04-13 2000-10-18 GSG Knape Gleissanierung GmbH Dispositif d'utilisation pour le renouvellement d'un voie ferrée
EP1127980A2 (fr) * 2000-02-25 2001-08-29 GSG Knape Gleissanierung GmbH Procédé de rénovation ou de renouvellement d'une voie ferrée et dispositif à cet effet

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT389132B (de) * 1987-09-04 1989-10-25 Plasser Bahnbaumasch Franz Kontinuierlich (non-stop) verfahrbare gleisbaumaschine
AT398593B (de) * 1992-02-21 1994-12-27 Plasser Bahnbaumasch Franz Anlage zum einschottern und unterstopfen eines gleises
DE4334880A1 (de) * 1993-10-08 1995-04-13 Deutsche Bahn Ag Maschine zum Einbau von schüttbarem Gleisbaumaterial
AT409617B (de) * 1995-06-30 2002-09-25 Plasser Bahnbaumasch Franz Speicherwagen zur speicherung von schüttgut

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4136618A (en) * 1977-06-06 1979-01-30 Boyer Jean Jacques Railroad lifting device for ballast cleaning and levelling machines
DE3706693A1 (de) * 1986-05-13 1987-11-19 Wageneder Sbm Gmbh Auf schienen verfahrbarer umbauwagen fuer gleisanlagen
EP1045070A1 (fr) * 1999-04-13 2000-10-18 GSG Knape Gleissanierung GmbH Dispositif d'utilisation pour le renouvellement d'un voie ferrée
EP1127980A2 (fr) * 2000-02-25 2001-08-29 GSG Knape Gleissanierung GmbH Procédé de rénovation ou de renouvellement d'une voie ferrée et dispositif à cet effet

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109072571A (zh) * 2016-03-15 2018-12-21 马蒂萨材料工业股份有限公司 用于修复道床的具有两个筛分器的机器、和用于修复道床的方法
CN109072571B (zh) * 2016-03-15 2020-06-26 马蒂萨材料工业股份有限公司 用于修复道床的具有两个筛分器的机器、和用于修复道床的方法
CN109722959A (zh) * 2018-11-30 2019-05-07 河南工程学院 一种矿山运输轨道铺设设备及其施工方法

Also Published As

Publication number Publication date
EP1939354A3 (fr) 2009-05-20
DE102006059639A1 (de) 2008-06-19

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