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EP2054552B1 - Procédé et dispositif pour renouveler un lit de ballast - Google Patents

Procédé et dispositif pour renouveler un lit de ballast Download PDF

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Publication number
EP2054552B1
EP2054552B1 EP07785087.3A EP07785087A EP2054552B1 EP 2054552 B1 EP2054552 B1 EP 2054552B1 EP 07785087 A EP07785087 A EP 07785087A EP 2054552 B1 EP2054552 B1 EP 2054552B1
Authority
EP
European Patent Office
Prior art keywords
ballast
old
transport carriage
sand
excavating machine
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
EP07785087.3A
Other languages
German (de)
English (en)
Other versions
EP2054552A1 (fr
Inventor
Heinz Jäger
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.)
Sersa Maschineller Gleisbau AG
Original Assignee
Sersa Maschineller Gleisbau AG
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 Sersa Maschineller Gleisbau AG filed Critical Sersa Maschineller Gleisbau AG
Priority to PL07785087T priority Critical patent/PL2054552T3/pl
Publication of EP2054552A1 publication Critical patent/EP2054552A1/fr
Application granted granted Critical
Publication of EP2054552B1 publication Critical patent/EP2054552B1/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
    • E01B27/08—Renewing or cleaning the ballast in situ, with or without concurrent work on the track the track having been taken-up

Definitions

  • the invention relates to a method for the continuous renewal of a track and thresholds freed ballast bedding of a track by removing old ballast and depositing of cleaned ballast or new ballast on the freed from the old ballast substrate, in which method a movable in the direction of excavation device receives the old ballast of the ballast bed continuously the excavated material is conveyed away from the excavated area and possibly fed to a ballast cleaning and at the same time cleaned gravel or new ballast to form a new ballast bed is continuously deposited in the working direction on the freed from the old ballast substrate.
  • a movable in the direction of excavation device receives the old ballast of the ballast bed continuously the excavated material is conveyed away from the excavated area and possibly fed to a ballast cleaning and at the same time cleaned gravel or new ballast to form a new ballast bed is continuously deposited in the working direction on the freed from the old ballast substrate.
  • a movable in the direction of excavation device receives the old ballast of the
  • ballast cleaning machine used for this purpose is moved to clean the ballast on the track to be cleaned.
  • An endless, carried out transversely to the machine longitudinal direction under the locally raised track rotary reamer chain of gravel under the track is continuously removed and fed to a screening plant.
  • the cleaned gravel leaving the screening plant is then thrown back onto the track.
  • ballast bed will be renewed in a section in which the track has been previously removed.
  • a new or previously removed track section is laid out on the renewed ballast bed, on the one hand, and a piece of track on a not yet renewed ballast bed, on the other hand, is removed.
  • the overburden is transported for disposal contrary to the working direction in a positioned behind the machine trolley.
  • the method described above has the disadvantage that the relocation of a previously removed from the old ballast track on the renewed ballast bedding can not be done directly at the same place and the track sections must be set for this reason in each case in a relatively short time with great effort behind the machine , wherein the new laying of the tracks can only take place when the excavation has ended completely and the ballast cleaning machine has moved away from the excavation area.
  • Another disadvantage is the high weight of the known excavating and cleaning machine.
  • DE 27 33 084 and DE 12 07 415 also show devices for renewing railway ballast.
  • the invention has for its object to provide a method of the type mentioned above and an arrangement suitable for carrying out the method with which the disadvantages of the methods and devices according to the prior art disadvantages can be avoided.
  • a further object of the invention is to provide a method and an arrangement which are suitable for both normal ballast cleaning and underground excavation with total excavation.
  • the removal device is arranged downstream of the chassis of the excavating machine as part of an excavating machine moving in the working direction on the old ballast bed.
  • the first transport trolley suitably comprises a ballast cleaning unit and the old ballast conveyed by the excavating unit is cleaned in the ballast cleaning unit, and the cleaned ballast is returned behind the removal unit promoted and deposited on the freed from the old gravel underground.
  • the first dolly preferably contains Neuchotter and sand separated from each other, and Neuchotter and sand are separated from the first trolley conveyed behind the erosion device and deposited as separate layers on the freed from the old gravel and geotextile or geogrid occupied ground.
  • the first transport vehicle shuttles for loading and / or unloading between the excavating machine and a second transporting carriage positioned on a track ending at the ballast bed to be renewed.
  • the excavator is stationary, i. their excavation power is zero during this time.
  • the first trolley remains stationary in the excavating machine and a third trolley commutes to loading and / or unloading between the first trolley and a positioned on a track to be renewed ballast track track, for the arrival and Removal of materials provided second dolly.
  • a third transport vehicle can be promoted with the excavating machine without interruption with the maximum power.
  • a suitable for carrying out the inventive method Arrangement comprises an excavating machine which can be moved on the old ballast bed in the working direction and has an excavating machine arranged downstream of the running gear of the excavating machine, at least one transporting carriage for loading and / or unloading with / from materials resulting from the renewal of a ballast bed, optionally a ballast and sand spreading machine, as well as subsidies for the transport of materials required for renewal of a ballast bed.
  • the removal device of the excavating machine and a ballast silo provided for depositing ballast are preferably arranged on a pivoting arm, which is pivotable about a vertical axis of rotation and a horizontal pitch axis.
  • the removal device is preferably a screw conveyor. This shows a lower noise compared to other excavation systems, has a compact design, is efficient and has a good efficiency.
  • Another preferred removal device is an impeller.
  • ballast cleaning without total excavation includes one of the trolley preferably a ballast cleaning unit.
  • the trolleys preferably have a first loading level for the intermediate storage of excavated material and a second, arranged above the first loading level second loading level for the intermediate storage of gravel and / or sand and the second loading level is for the transport of gravel and / or sand for the purpose of lowering the center of gravity of the trolley lowered and to enlarge the Interim storage of excavated material provided loading volume can be raised above the first loading level.
  • the loading surfaces of the trolley are preferably designed as conveyor belts.
  • the ballast and sand distribution machine preferably comprises a pivotable about a vertical axis of rotation and a horizontal pitch axis pivoting arm and the pivot arm are provided for the disposal of sand and gravel silos.
  • the silos are preferably equipped with a compressor.
  • the intended for driving on the gravel bedding and on tracks machinery and vehicles, in particular the excavating machine, the ballast and Sandverteilmaschine and the trolley, are conveniently equipped with a reversible crawler chassis and a rail chassis.
  • An in Fig. 1 Excavation machine 10 shown has a movable base 12 with a crawler track 14 for locomotion on a ballast bed and a rail chassis 16 for locomotion on tracks. From the mobile pedestal 12 extends perpendicular to an imaginary support plane of the chassis 14, 16 a Schwenkturm 18 with a vertical pivot axis z. On Schwenkturm 18, a pivot arm 20 is rotatably supported about the pivot axis z.
  • the pivot arm 20 On the pivot arm 20 is an inclined in the direction x and with the imaginary support plane of the chassis 14, 16 an acute angle enclosing screw conveyor 22 set. On its rear side, the screw conveyor 22 is surrounded by a blade 23 with a compressor 25. The dozer blade 23 rests with its lower edge on the excavated planum.
  • a ballast silo 26 At the free end of the pivot arm 20 is a ballast silo 26 having a arranged at the bottom end of the compressor 28th
  • the excavating machine 10 is equipped with conveyor belts 30, 32, 36. Their function will be discussed in more detail below.
  • a drive and power unit 40 is used, inter alia, the locomotion of the excavating machine 10, the implementation of pivotal movements of the pivot arm 20 about the pivot axes z, y and the drive 24 of the screw conveyor 22nd
  • the excavating machine 10 rests with its crawler track 14 on a ballast bed 41 made of old ballast 42.
  • the old ballast 42 is continuously conveyed by the screw conveyor 22 onto the conveyor belt 30 fixed to the swivel arm 20 and from there further onto the conveyor belt 32 fixedly mounted on the mobile pedestal.
  • Excavation depth and excavation width are each measured with a protractor 118 for the rotation angle of the vertical pivot axis z and a protractor 120 for the rotation angle of the horizontal pitch axis y and fed to a computer unit 122.
  • the computer unit 122 specifies the height and transverse positions for the excavation planum 47 and the ballast planum 45.
  • Construction site data such. As the construction site geometry, the excavation depth, the excavation-transverse position, the gravel planum height and the gravel-Planumsquerlage "offline", ie before the start of work, recorded and stored on a disk 126.
  • the measurement and control concept is designed for at least three different automation levels, so that problems with the electronics can be switched back to the simpler level.
  • work with a manual or emergency control can still be continued by direct control of the hydraulic valves.
  • the following control commands can be sent to the excavating machine via a remote control: feed, excavation width, material flow, various interventions in the automatic control, such as, for example, Stop, start, etc.
  • the first transport carriage 48 is equipped both with a crawler track 50 and with a rail carriage 52.
  • the feeding of the excavation of old ballast 42 takes place via a cleaning unit 54 arranged in the interior of the car in the region of one of the ends of the car, from which the cleaned ballast 44 is returned via the conveyor belt 34.
  • the residual material consisting of undersize and oversize, remains as overburden 49 in serving as an intermediate storage first trolley 48 and is conveyed over a the car floor spanning conveyor belt 56 away from the cleaning unit 54 against the far end of the car.
  • the excavation is interrupted and the first trolley 48 travels on the ballast bed 41 from old ballast 42 to a parked at a free track end 57 second trolley 58 back.
  • the overburden 49 is reloaded from the first transport trolley 48 into the waiting second transport trolley 58 ( Fig. 5 ).
  • the emptied first trolley 48 then moves back to the excavating machine 10.
  • Trolley 62 which corresponds to a first trolley 48 without cleaning unit 54, but with conveyor bottom 56, used as a shuttle between the remaining in the excavating machine 10 first trolley 48 and the second trolley 58. In this shuttle operation, the excavating machine 10 can promote without interruption with the maximum power.
  • Fig. 7 The arrangement shown is used when the ballast bed 41 completely removed from old ballast 42 in the context of a total excavation and a new ballast bed with a base 64 of geotextile or a geogrid, a first layer 66 of sand 67 and a second layer 68 of Neuschotter 44 are constructed got to.
  • An excavating machine 10 'used for this purpose is essentially identical in its basic construction to that in FIG Fig. 1 shown excavating machine 10, but has no ballast silo 26.
  • a second conveyor belt 35 is arranged with upstream silo 37 for the transport of sand 67 parallel to the conveyor belt 36 with upstream silo 38 for the transport of Neuschotter 44.
  • a sand and ballast distribution machine 70 In the working direction x of the excavating machine 10 'downstream is a sand and ballast distribution machine 70, which is in its basic structure substantially identical to the excavating machine 10'.
  • the sand and ballast distribution machine 70 has a movable base 72 with a crawler track 74 and a rail gear 76. From the mobile pedestal 72 protrudes perpendicular to an imaginary support plane of the trolleys 74, 76 a Schwenkturm 78 with a vertical pivot axis z. At Schwenkturm 78 is a pivot arm 80 to the vertical Swivel axis z rotatably mounted.
  • a ballast silo 82 and a sand silo 84 are arranged one behind the other and offset from one another, the sand silo 84 being further away from the pivot tower 78 than the ballast silo 82.
  • the pivot tower 78 also has two silos 86, 88, each with one of the silos 86, 88 on the sandbox 84 and the ballast silo 82 leading conveyor belts 90, 92 set.
  • the sandbox 84 and the ballast silo 82 are equipped with compressors 85 and 83, respectively.
  • the sand and ballast distribution machine 70 rests with its tracked chassis 74 of a newly constructed ballast bed from a base made of geotextile or geogrid 64, a first layer 66 of sand 67 and a second layer 68 of new ballast 44.
  • the excavating machine 10 'in the working direction x upstream of a first trolley 94 for sand and gravel supply.
  • the first dolly 94 for sand and gravel supply is equipped with both a crawler track 96 and a rail chassis 98.
  • the first transport carriage 94 has a carriage floor 100 with a first conveyor belt 101 spanning this for temporary storage of excavated material from old gravel 42 and an intermediate floor 102 arranged above the carriage floor 100 in the form of two conveyor belts 104, 106 guided parallel to one another in the carriage longitudinal direction for the intermediate storage of sand 67 and Neuschotter 44 on.
  • the intermediate bottom 102 is adjustable via hydraulic cylinder 108 in height.
  • the intermediate bottom 102 is lowered in order to keep the center of gravity S as low as possible ( Fig. 9 ). In operation, the intermediate bottom 102 is raised to provide the largest possible intermediate storage space for the excavated material ( Fig. 10 ).
  • the feeding of the excavation of old ballast 42 is carried out by the excavating machine 10 'on the conveyor belt 32 on the car floor 100 or on the car floor 100 lying conveyor belt 101.
  • the sand and ballast distribution machine 70, the excavating machine 10 'and the first transport carriage 94 for sand and ballast supply are moved synchronously and at the same speed in the working direction x during the working operation.
  • a third trolley 116 is used as a shuttle between the now in the excavating machine 10 'remaining first trolley 94 and the second trolley 114 , In this shuttle operation, the excavating machine 10 'can promote the maximum power without interruption.

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

Claims (12)

  1. Procédé pour renouveler en continu un lit de ballast (41) d'une voie ferrée, séparé des rails et des traverses, par enlèvement du ballast ancien (42) et dépôt de ballast nettoyé ou de nouveau ballast (44) sur le sol (46) débarrassé du ballast ancien (42), dans lequel procédé un appareil d'enlèvement (22) déplaçable dans la direction de travail (x) reçoit en continu le ballast ancien (42) du lit de ballast (41), le matériau déblayé est transporté hors de la zone de déblaiement et est acheminé éventuellement à un poste de nettoyage de ballast et simultanément, du ballast nettoyé ou du nouveau ballast (44) est déposé en continu dans la direction de travail (x) sur le sol (46) débarrassé du ballast ancien (42) pour former un nouveau lit de ballast (43), l'appareil d'enlèvement (22), en tant que partie d'une machine de déblaiement (10, 10') se déplaçant dans la direction de travail (x) sur l'ancien lit de ballast (41), étant disposé en aval du châssis (14, 16) de la machine de déblaiement (10, 10'),
    caractérisé en ce que
    le ballast ancien (42) enlevé du lit de ballast (41) par l'appareil d'enlèvement (22) est transporté en tant que matériau de déblaiement dans la direction de travail (x) dans un premier chariot de transport (48) disposé en amont de la machine de déblaiement (10, 10') et déplaçable sur l'ancien lit de ballast (41) et le ballast nettoyé ou le nouveau ballast (44) est transporté depuis le premier chariot de transport (48) dans le sens inverse de la direction de travail (x) derrière l'appareil d'enlèvement (22) et est déposé sur le sol (46) débarrassé de l'ancien ballast (42),
    le premier chariot de transport (48, 94) pour le chargement et/ou le déchargement oscille entre la machine de déblaiement (10, 10') et un deuxième chariot de transport (58, 114) positionné sur une voie ferrée (57) se terminant au niveau du lit de ballast à renouveler (41) et prévu pour l'apport et l'évacuation de matériaux, ou
    le premier chariot de transport (48, 94) reste stationnaire au niveau de la machine de déblaiement (10, 10') et un troisième chariot de transport (62, 116) pour le chargement et/ou le déchargement oscille entre le premier chariot de transport (48, 94) et un deuxième chariot de transport (58, 114) positionné sur une voie ferrée (57) se terminant au niveau du lit de ballast à renouveler (41) et prévu pour l'apport et l'évacuation de matériaux.
  2. Procédé selon la revendication 1, caractérisé en ce que le premier chariot de transport (48) comprend une unité de nettoyage de ballast (54) et le ballast ancien (42) transporté par l'appareil d'enlèvement (22) est nettoyé dans l'unité de nettoyage de ballast (54) et le ballast nettoyé (44) est ramené derrière l'appareil d'enlèvement (22) et est déposé sur le sol (46) débarrassé du ballast ancien (42) et garni d'une couche de base (64) en géotextile ou géogrille.
  3. Procédé selon la revendication 1 ou 2, caractérisé en ce que le premier chariot de transport (94) contient du nouveau ballast (44) et du sable (67) séparés l'un de l'autre et le nouveau ballast (44) et le sable (67) sont transportés depuis le premier chariot de transport (94) séparément derrière l'appareil d'enlèvement (22) et sont déposés sous forme de couches séparées (66, 68) sur le sol (46) débarrassé de l'ancien ballast (42).
  4. Agencement pour mettre en oeuvre le procédé selon l'une quelconque des revendications précédentes, caractérisé par une machine de déblaiement (10, 10') pouvant être déplacée sur l'ancien lit de ballast (41) dans la direction de travail (x), avec un appareil d'enlèvement (22) disposé en aval du châssis (14, 16) de la machine de déblaiement (10, 10'), au moins un chariot de transport (48, 94) pour le chargement et/ou le déchargement de matériaux utilisés/nécessaires pour renouveler un lit de ballast (41), en option une machine de distribution de ballast et de sable (70), ainsi que des moyens de transport pour le transport des matériaux utilisés/nécessaires pour renouveler un lit de ballast (41).
  5. Agencement selon la revendication 4, caractérisé en ce que l'appareil d'enlèvement (22) de la machine de déblaiement (10, 10') et un silo de ballast (26) prévu pour déposer du ballast (44) sont disposés sur un bras pivotant (20) pouvant pivoter autour d'un axe de rotation vertical (z) et d'un axe de tangage (y) horizontal.
  6. Agencement selon la revendication 4 ou 5, caractérisé en ce que l'appareil d'enlèvement (22) est un transporteur à vis ou une couronne mobile.
  7. Agencement selon la revendication 4, caractérisé en ce que l'un des chariots de transport (48) comprend une unité de nettoyage de ballast (54).
  8. Agencement selon l'une quelconque des revendications 4 à 7, caractérisé en ce que le chariot de transport (94, 114, 116) présente un premier plan de chargement (100) pour le stockage intermédiaire d'un matériau de déblaiement et un deuxième plan de chargement (102) disposé au-dessus du premier plan de chargement (100) pour le stockage intermédiaire de nouveau ballast (44) et/ou de sable (67), et le deuxième plan de chargement (102) pour l'apport de nouveau ballast (44) et/ou de sable (67) peut être abaissé afin d'abaisser le centre de gravité (S) du chariot de transport (94, 114, 116) et peut être soulevé au-dessus du premier plan de chargement (100) pour augmenter le volume de chargement prévu pour le stockage intermédiaire de matériau de déblaiement.
  9. Agencement selon l'une quelconque des revendications 4 à 8, caractérisé en ce que les surfaces de chargement (100, 102) des chariots de transport (48, 94, 114, 116) sont réalisées sous forme de bandes transporteuses (56, 101, 104, 106).
  10. Agencement selon l'une quelconque des revendications 4 à 9, caractérisé en ce que la machine de distribution de ballast et de sable (70) comprend un bras pivotant (80) pouvant pivoter autour d'un axe de rotation vertical (z) et d'un axe de tangage horizontal (y) et deux silos (82, 84) prévus pour déposer du sable (67) et du nouveau ballast (44) sont disposés sur le bras pivotant (80).
  11. Agencement selon la revendication 10, caractérisé en ce que les silos (82, 84) sont munis à leur extrémité inférieure d'un compresseur (83, 85).
  12. Agencement selon l'une quelconque des revendications 4 à 11, caractérisé en ce que les machines et véhicules prévus pour se déplacer sur le lit de ballast (41, 43) et sur les voies ferrées (57), en particulier la machine de déblaiement (10, 10'), la machine de distribution de ballast et de sable (70) et les chariots de transport (48, 58, 62, 94, 114, 116), sont munis d'un train de roulement à chenilles (14, 50, 74, 96) et d'un boggie sur rails (16, 52, 76, 98) pouvant être utilisés en alternance.
EP07785087.3A 2006-08-25 2007-08-10 Procédé et dispositif pour renouveler un lit de ballast Not-in-force EP2054552B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL07785087T PL2054552T3 (pl) 2006-08-25 2007-08-10 Sposób i zespół urządzeń do renowacji nasypu wykonanego z tłucznia

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH13602006 2006-08-25
PCT/CH2007/000392 WO2008022475A1 (fr) 2006-08-25 2007-08-10 Procédé et dispositif pour renouveler un lit de ballast

Publications (2)

Publication Number Publication Date
EP2054552A1 EP2054552A1 (fr) 2009-05-06
EP2054552B1 true EP2054552B1 (fr) 2014-01-08

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP07785087.3A Not-in-force EP2054552B1 (fr) 2006-08-25 2007-08-10 Procédé et dispositif pour renouveler un lit de ballast

Country Status (11)

Country Link
US (1) US7861439B2 (fr)
EP (1) EP2054552B1 (fr)
JP (1) JP5110543B2 (fr)
AU (1) AU2007288043B2 (fr)
CA (1) CA2661425C (fr)
DK (1) DK2054552T3 (fr)
ES (1) ES2454171T3 (fr)
NO (1) NO341498B1 (fr)
PL (1) PL2054552T3 (fr)
PT (1) PT2054552E (fr)
WO (1) WO2008022475A1 (fr)

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AT515413B1 (de) * 2014-03-25 2015-09-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren zur Sanierung einer Schotterbettung eines Gleises
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AT519784B1 (de) * 2017-03-17 2019-11-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Maschine und Verfahren zum Profilieren und Verteilen von Schotter eines Gleises
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DE10164821B4 (de) * 2001-04-12 2009-11-05 Gsg Knape Gleissanierung Gmbh Gleisbehandlungszug und Verfahren zur Aufnahme, Zwischenspeicherung und Abgabe von Materialien im Zusammenhang mit Gleisbauarbeiten

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017001037A1 (fr) * 2015-07-01 2017-01-05 Plasser & Theurer Export Von Bahnbaumaschinen Gesellschaft M.B.H. Procédé de stabilisation d'une plate-forme de voie en terre
US10214864B2 (en) 2015-07-01 2019-02-26 Plasser & Theurer Export von Vahnbaumaschinen Gesellschaft m.b.H. Method for stabilizing an earth formation

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AU2007288043A1 (en) 2008-02-28
WO2008022475A1 (fr) 2008-02-28
AU2007288043B2 (en) 2012-08-02
ES2454171T3 (es) 2014-04-09
PL2054552T3 (pl) 2014-06-30
JP5110543B2 (ja) 2012-12-26
NO20090302L (no) 2009-05-05
PT2054552E (pt) 2014-04-17
CA2661425C (fr) 2014-09-30
US20100006307A1 (en) 2010-01-14
EP2054552A1 (fr) 2009-05-06
CA2661425A1 (fr) 2008-02-28
US7861439B2 (en) 2011-01-04
JP2010501744A (ja) 2010-01-21
DK2054552T3 (da) 2014-03-31
NO341498B1 (no) 2017-11-27

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