EP0255564A1 - Machine pour remplacer ou rénover respectivement les rails et les traverses d'une voie existante - Google Patents

Machine pour remplacer ou rénover respectivement les rails et les traverses d'une voie existante Download PDF

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Publication number
EP0255564A1
EP0255564A1 EP86890218A EP86890218A EP0255564A1 EP 0255564 A1 EP0255564 A1 EP 0255564A1 EP 86890218 A EP86890218 A EP 86890218A EP 86890218 A EP86890218 A EP 86890218A EP 0255564 A1 EP0255564 A1 EP 0255564A1
Authority
EP
European Patent Office
Prior art keywords
ballast
sleepers
track
rails
leveling
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
EP86890218A
Other languages
German (de)
English (en)
Other versions
EP0255564B1 (fr
Inventor
Josef Theurer
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.)
Franz Plasser Bahnbaumaschinen Industrie GmbH
Original Assignee
Franz Plasser Bahnbaumaschinen Industrie 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 Franz Plasser Bahnbaumaschinen Industrie GmbH filed Critical Franz Plasser Bahnbaumaschinen Industrie GmbH
Priority to EP86890218A priority Critical patent/EP0255564B1/fr
Priority to DE8686890218T priority patent/DE3664504D1/de
Priority to AT86890218T priority patent/ATE44788T1/de
Priority to IN278/CAL/87A priority patent/IN168552B/en
Priority to AU71385/87A priority patent/AU588447B2/en
Priority to JP62123599A priority patent/JPH0756122B2/ja
Priority to US07/054,182 priority patent/US4854243A/en
Priority to BR8702753A priority patent/BR8702753A/pt
Priority to CA000539214A priority patent/CA1287263C/fr
Priority to CN87104397.1A priority patent/CN1004434B/zh
Priority to SU874202800A priority patent/SU1554773A3/ru
Priority to SK5053-87A priority patent/SK505387A3/sk
Priority to CS875053A priority patent/CZ278617B6/cs
Priority to DD87305160A priority patent/DD261387A5/de
Publication of EP0255564A1 publication Critical patent/EP0255564A1/fr
Application granted granted Critical
Publication of EP0255564B1 publication Critical patent/EP0255564B1/fr
Expired legal-status Critical Current

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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
    • E01B27/11—Renewing or cleaning the ballast in situ, with or without concurrent work on the track combined with concurrent renewal of track components
    • 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
    • E01B29/05—Transporting, laying, removing, or renewing both rails and sleepers

Definitions

  • the invention relates to a mobile machine for the continuous replacement or renewal of a track consisting of rails and sleepers, with an elongated bridge-shaped machine frame, which is mounted on the end of each on rail bogies and which consists of two frame parts that can be expanded against one another by means of hydraulic pivoting and blocking drives which are effective in vertical and horizontal directions consists of an intermediate rail undercarriage - adjustable in height due to the spreading effect - via a frame joint, as well as devices between the two undercarriages for lifting and spreading the old rail, for receiving the old sleepers, for leveling the trackless bedding area, for laying the new sleepers on the leveled bedding and for spreading and laying the new rails on the new sleepers.
  • ballast conveyor belt between the cleaning screen and the hopper for transporting the cleaned ballast in the sleeper compartments of the newly laid track.
  • This known system from the applicant has proven itself as the first track renewal train formed from connected vehicles for a continuously progressing renewal of the entire track - ie both the replacement of the sleepers and the rails as well as the cleaning of the ballast bed.
  • a track laid with this system is generally not yet sufficiently precise and permanent to be able to drive on it at a higher speed. After working through, this track is brought into a more precise position with a track leveling and straightening machine in a further work step and fixed in this position by stuffing the sleepers.
  • Est is also known to use a conveyor or clearing chain for picking up and leveling the ballast for ballast bed cleaning machines, which chain is used to increase the removal and conveying capacity with a bent end region of the chain guide Longitudinal tracks are formed.
  • Ballast clearing and leveling chains of this type have chain links which are connected to one another at their respective connecting joint so as to be pivotable or rotatable about two axes running perpendicular to one another, and in the bent end region the chain guide longitudinal track guide elements are provided for the longitudinal guidance of the chain over the area of their spatial direction change.
  • a further mobile device for the continuous laying or receiving sleepers of a track with or without cleaning the ballast bed in which several continuously movable work vehicles are combined to form a track renewal train.
  • the work vehicle which is at the rear in the working direction and is intended to bridge the gap, comprises both the devices for receiving the old sleepers and depositing the new sleepers, which are transported in and out in the same direction, in the same direction as the work station, and between the two bogies
  • This work vehicle arranged devices for lifting and spreading the old rails and spreading and laying the new rails on the new sleepers.
  • an endless ballast clearing and leveling chain is provided on the machine frame within the conversion gap in the area of an auxiliary undercarriage or a height-adjustable crawler undercarriage for leveling and simultaneous lateral displacement of the ballast surface remaining when the sleepers are lifted, which, according to a preferred embodiment, is assigned a cleaning screen.
  • a ballast distribution chute is also connected to the discharge side for throwing off the ballast ballast.
  • the ballast clearing and leveling chain is formed by a chain guide cross track and two chain guide longitudinal tracks and can be adjusted or used with its transverse run directly in front of the caterpillar chain via a hydraulic cylinder-piston drive attached to the machine frame.
  • the relatively large overall length of this system is just as disadvantageous as the fact that the track surface that has already been produced by the ballast clearing and leveling chain is in again due to the crawler track undercarriage their position is changed or disturbed, so that the new thresholds deposited afterwards can not always be laid exactly.
  • the ballast picked up is also distributed directly to the deposited new sleepers via the ballast distribution device, which makes the subsequent placement of the new rails by gravel grains and the like more difficult again, so that the subsequent fastening between rails and sleepers takes place in this system relatively imprecise location and the gravel grains in between cannot always be carried out without problems.
  • the devices for lifting and spreading the old rails, for receiving the old sleepers, for leveling the trackless bedding area, the aforementioned leveling plow arrangement, for laying the new sleepers on the leveled bedding and for laying the new rails on the new sleepers are provided.
  • the same applicant has for the first time succeeded in creating a compact machine with a relatively short overall length, which has arranged essentially the same devices that are required for replacing or renewing the rails and sleepers of a track.
  • This facility allows through the plowing arrangement basically a much more precise laying of the new sleepers on the manufactured, by the action of caterpillar tracks or the like. gravel subgrade no longer disadvantageously changeable.
  • the disadvantage here is that the excess ballast accumulated by the plow arrangement on the side areas of the ballast bed remains in the course of this process, and these ballast accumulations are relatively different in terms of the extent and the position of the newly laid sleepers depending on the existing ballast conditions. This can also lead to disruptions in the precise placement of the sleepers, and in addition this ballast in the area of the flanks must also be profiled or removed again by its own machines.
  • the described plow arrangement of the aforementioned mobile device only has the task of leveling, compacting and profiling the ballast bed. For example, with different heights transverse to the ballast bed, so that parallel ballast banks are created on the track axis, on which the new sleepers are laid.
  • this device In order to be able to produce a perfect track with this mobile device, this device must in any case be followed by further machines, for example ballast bed side plows or ballast distributing devices and machines with devices for fastening the new rails, so that only afterwards can the track be driven at a higher speed is.
  • further machines for example ballast bed side plows or ballast distributing devices and machines with devices for fastening the new rails, so that only afterwards can the track be driven at a higher speed is.
  • the central main machine located above the conversion gap, also has a machine frame, which is supported at the ends on rail bogies, which consists of two frame parts which are articulated and have a height-adjustable intermediate rail bogie in the area of this joint.
  • this intermediate Rail running gear provided an endless ballast clearing and leveling chain, which has a chain guide cross track and two chain guide longitudinal tracks and with which the entire bedding material is excavated and transported away via a conveyor.
  • a compressor for compacting the soil is arranged downstream of the cross strand of this ballast clearing and leveling chain.
  • This system includes further work vehicles and facilities for the introduction of a gravel-sand mixture onto the exposed earth level as well as facilities for the further introduction of new ballast onto the gravel-sand mixture and finally a tamping and track lifting unit to the same in the same Work in a continuous way to stuff the new ballast below the sleepers.
  • This system has proven itself in practice, but of course it requires particularly efficient transport equipment for sand and gravel.
  • the sleepers and rails are not renewed here, but a relatively shorter overall length has resulted from the use of the two frame parts of the machine frame, which are connected to one another in an articulated manner, in this system, which is particularly large in length.
  • the object of the invention is now to provide a mobile machine for the continuous replacement or renewal of the rails and sleepers of a laid track of the type described above, with which a more precise and faster laying or replacement process can be achieved, and which by the two against each other expandable frame parts and the arrangement of the height-adjustable intermediate rail undercarriage achievable advantages should also be retained with regard to the solid and compact shorter construction, in order to create a much more stable and more accurate ballast bed support after the replacement of the rails and the sleepers.
  • ballast leveling device has only one ballast layer, which remains when the sleepers are lifted, for leveling and simultaneous milling provided or surface - endless ballast clearing and leveling chain is formed and that in relation to the working direction rear, equipped with the rear rail undercarriage part of the bridge-shaped machine frame, a ballast conveyor device associated with its receiving end of the ballast clearing and leveling chain is arranged.
  • a mobile machine designed according to the invention has the advantage, in addition to a particularly compact and short construction, of enabling the sleepers and rails of a track to be replaced in a particularly precise manner, since when leveling and simultaneous milling, only the ballast layer remaining when the sleepers are lifted off recorded and transported backwards in the same work step against the working direction. can be dropped onto the newly laid sleepers again. Since the thrown-off of this ballast in relation to the working direction now takes place behind the rear rail undercarriage of the rear frame part and there are no further loads in front of this area due to caterpillar tracks and the like, the exact ballast bed surface once created is no longer disadvantageously changed, so that overall a more accurate and faster and in particular more economical replacement of the sleepers and rails of a track can be achieved.
  • ballast transported backwards via the conveying device can be dropped directly behind the rear rail undercarriage of the rear frame part or can be transported further backwards, for example over other vehicles.
  • Ma Rail-mounted vehicles are further pre-compacted via the rails by the sleepers due to the weight of these vehicles via their rail carriages - before the ballast is dropped.
  • the clearing and leveling chain which is provided with a chain guide cross track and two chain guide longitudinal tracks and is endlessly rotatable via a drive, is arranged in the area in front of the intermediate rail running gear in the working direction and with its transverse strand for leveling and lifting the ballast Height-adjustable via a hydraulic cylinder-piston drive attached to the front frame part in the working direction, the longitudinal chain guide tracks preferably being designed with a bent end region.
  • the design of the chain itself in cross section can be kept smaller, since no total excavation of the ballast is required. It is particularly advantageous when using a ballast clearing and leveling chain, as used in newer ballast bed cleaning machines and whose chain guide longitudinal tracks are designed with a bent end area, that a particularly good and improved leveling effect can be achieved, which results in an even better quality of the level. Gravel surface results.
  • the clearing and leveling chain preferably in the area of its chain guide cross track, is assigned a height-adjustable leveling and compacting device which is of the same length and is preferably articulated to it.
  • a pre-compaction can be practically achieved with the subordinate leveling and compacting device in the same work step, as a result of which an even more compact, precise ballast bed surface can be achieved as a rich and compact underlay for storing the new sleepers.
  • the ballast conveyor device associated with its receiving end of the ballast clearing and leveling chain is assigned with its discharge end to a ballast distributing device, the ballast distributing device arranged on the machine frame and distributed for introducing the picked up ballast in the area of the front ends of the newly laid sleepers.
  • Device with controllable outlet openings or chutes - for ballast outlet in relation to the working direction behind the rear rail chassis - is formed.
  • the free areas in front of the front ends of the sleepers up to the lateral excavation end of the ballast clearing and leveling chain can be completely filled with ballast in the same operation, so that sufficient ballast at these points in the same machine with this machine according to the invention Operation can be placed in order to ensure sufficient compression or tamping of the sleepers when subsequently using tamping and compacting machines.
  • the ballast conveyor device is formed by an endless ballast longitudinal conveyor belt extending over the entire length of the second rear frame part, the receiving end of which is assigned directly to the upper end region of the clearing and leveling chain and the discharge end of which is above the ballast distribution Device is arranged.
  • the ballast distributing device is connected to a ballast store or is designed as a ballast store, the distributed delivery of the picked up ballast in the area behind the rear rail undercarriage next to the two lateral, preferably one or more middle ballast outlets are also provided by short transverse endless belts.
  • the ballast storage can expediently be used to drop ballast distributed over one or more ballast outlets, leaving these areas with sufficient ballast for the subsequent use of tamping units and / or flank compressors.
  • the ballast distribution device is provided on the machine frame above the rear rail undercarriage on the rear frame part immediately in front of an operator's cabin arranged thereon.
  • This arrangement has the advantage that the distributed ballast delivery - but also the quality of the ballast surface produced - can be monitored and controlled in a targeted manner from the cabin.
  • the arrangement of the ballast distribution device directly above the rear rail undercarriage has the advantage of direct distribution behind the rear rail undercarriage, since in this area, due to the weight loading of the rail undercarriage, no more gravel grains can accidentally get between the rail and the sleeper or sleeper and the ballast surface produced .
  • a further embodiment of the invention consists in that above the ballast distributing device, at least partially for optional forwarding of the ballast picked up, a deflection member and another endless longitudinal conveyor belt projecting upwards beyond the cabin, preferably laterally pivotable and displaceable in the longitudinal direction of the track, is arranged.
  • a deflection member and another endless longitudinal conveyor belt projecting upwards beyond the cabin, preferably laterally pivotable and displaceable in the longitudinal direction of the track, is arranged.
  • the machine frame is connected to a vehicle equipped with rail bogies, which between the two rail bogies with devices for fastening the new rails and in the area or above the front or rear rail bogies of this vehicle with a ballast distribution device with lateral and optionally also middle ballast outlets, and is equipped with endless conveyor belts arranged in the upper region of the vehicle machine frame to form a conveyor belt line.
  • the advantage is achieved that enough ballast can be fed between the sleepers and in particular also in the front area of the sleepers in the same operation in order to complete the subsequent use of leveling tamping and straightening machines or also with flank compacting units to secure the track in the exact target position.
  • the advantage is achieved that for the fastening of the rails with the new sleepers to the vehicle machine frame separate underfloor cabins with conveyor belts for the transport of the individual fastening elements - for a quick and accurate implementation of this track construction work - can be provided.
  • This also increases the overall performance.
  • a deflection member and an endless longitudinal conveyor belt preferably laterally pivotable and preferably displaceable in the longitudinal direction of the track, can be arranged, at least partially, for optional forwarding of the ballast that has been picked up, as a result of which too much ballast taken up can be removed in a simple manner, for example via downstream ballast silos and the like.
  • the front part of the frame which is equipped with a front rail undercarriage in relation to the working direction, is articulated with its end on an upstream transport work vehicle, the front rail undercarriage also being able to be lifted off the rail level via the pivoting and blocking drives by the spreading action lies in the end area of the front frame part in front of this joint bearing point.
  • the entire length of the rail which is limited by the devices for lifting and spreading the old or new rails - due to the rail carriages arranged at the ends in each case - is further extended in its longitudinal extent, which on the one hand advantageously also makes it very heavy Rails with less deflection, but with a sufficiently large increase, can be used for the replacement process.
  • this also improves the space within the two rail bogies that delimit this longitudinal rail region, ie between the rear rail bogie arranged on the rear frame part and the rear rail bogie of the preceding work vehicle, for example for trouble-free working of the various devices.
  • the front frame part is connected to the plateau of the transport work vehicle via a bridge for the arrangement of a crane carriageway for moving a gantry crane for the transport of the old and new sleepers.
  • the mobile machine 1 is for a continuous dismantling of an old track 4 formed from rails 2 and cross sleepers 3 made of wood and for a simultaneous relocation of a new rails 5 and new cross sleepers 6 track 7 made of concrete.
  • the machine 1 has an elongated, bridge-shaped machine frame 1o, which is mounted on the rail carriages 8 and 9 at the ends. This consists of two frame parts 13 and 14 that can be expanded against each other via hydraulic swiveling and blocking drives 11 and 12 that are effective in the vertical and horizontal directions, which in the area of an intermediate rail undercarriage 15 that can be adjusted or raised by the spreading effect and can be lifted off the rail level Frame joint 16 are interconnected.
  • the front end of the front frame part 13 in the working direction according to arrow 17 is mounted on an upstream work vehicle 18 via a joint 19, whereby the rail chassis 8 connected to the front frame part 13 also lifts above the rail level by the spreading action of the pivoting and blocking drives 11 and 12 - or lowerable.
  • the front frame part 13 is connected to the plateau 20 of the other work vehicle 18 via a bridge 21 for the arrangement of a crane track 22 for moving a gantry crane 23.
  • the portal crane 23 is connected to height-adjustable sleeper gripping and rotating devices 24 for the further transport of the old and new sleepers.
  • Conveyors 25, 26 for the removal of the wooden sleepers 3 or the transport of the concrete sleepers 6 to and from the gantry crane 23 are also arranged on the frame part 13 of the machine frame 10, and also devices 27 for lifting and spreading the old and new rails 2 and 5.
  • devices 27 for lifting and spreading the old and new rails 2 and 5.
  • a device 28 for lifting the old sleepers 3 can be seen.
  • a ballast leveling device 29 is arranged for leveling the trackless bedding area on the machine frame 1o, which - provided for leveling and simultaneous milling-off only the ballast layer or surface 3o remaining when the wooden sleepers 3 are lifted off - endless ballast clearing and leveling chain 31 is formed.
  • the clearing and leveling chain 31, which is provided with a chain guide cross track 32 and two chain guide longitudinal tracks 33 and is endlessly rotatable via a drive 34 for leveling and hoisting the ballast, is in the working area in front of the intermediate rail carriage 15 - for processing over the whole Width of the ballast bed arranged.
  • the clearing and leveling chain 31 can be adjusted in height and on the side with its transverse strand via hydraulic cylinder-piston drives 35 attached to the front frame part 13 in the working direction, with the chain guide longitudinal tracks 33 in particular being designed with a bent end region 36.
  • the chain links 37 of the clearing and leveling chain 31 are - for this purpose - as indicated by dashed lines in Fig. 2 and 3, connected to each other at their respective connecting joint about two mutually perpendicular axes 38 and 39 pivotally or rotatably.
  • In the bent end region 36 there are guide elements for guiding the chain over the region of its change of direction.
  • the clearing and leveling chain 31 is also assigned a height-adjustable leveling and compacting device 41, which is expediently formed in the area of its chain guide transverse track 32 and is of the same length transversely to the track and is connected to it in an articulated manner.
  • a ballast conveyor device 42 is arranged on the rear frame part 14 of the bridge-shaped machine frame 1o equipped with the rear rail running gear 9 with respect to the working direction, the ballast clearing and leveling chain 31 with its receiving end and a sheet with its discharge end the distribution device 43 is assigned.
  • the ballast distributing device 43 arranged on the machine frame 1o and provided for the distributed introduction of the ballast picked up by the ballast clearing and leveling chain 31 in the region of the ends of the newly laid concrete sleepers 6 is hereby with adjustable outlet openings 44 - for ballast outlet in relation to the working direction behind the rear one Rail chassis 9 - trained.
  • the ballast conveyor device 42 is expediently formed by an endless ballast longitudinal conveyor belt 45 which extends over the entire length of the second rear frame part 14, the receiving end 46 of which directly at the upper end region of the ballast-raising clearing and leveling chain 31 and its discharge end above the ballast distributing device 43 is arranged.
  • the ballast distribution device 43 is designed in particular as ballast storage, which is expediently provided with central ballast outlets 47 in addition to the two adjustable ballast outlet openings 44 in the area behind the rear rail running gear 9 for the distributed delivery of the ballast which has been picked up and transported by the longitudinal conveyor belt 45 .
  • the ballast distributing device 43 itself is provided in the rear area on the rear frame part 14 of the machine frame 10 above the rear rail chassis 9 and directly in front of an operator's cab 48 arranged on this frame part 14.
  • a device 49 for laying the new concrete sleepers 6 on the leveled ballast bed surface 4o is provided on the rear frame part 14 immediately behind the intermediate rail undercarriage 15, following a sleeper turning device indicated in dashed lines.
  • Devices 27 and 5o for lifting and spreading the old rails 2 and for spreading and laying the new rails 5 are also arranged on the two frame parts 13 and 14 of the machine frame 1o. Both the old rails 2 already detached from the wooden sleepers 3 and those not yet included
  • the new concrete sleepers 6 connected to new rails 5 are in the area of the track construction gaps delimited by the two rail bogies 8 and 9 - made of height and side adjustable rail guides gene formed - devices 27 and 5o in height and laterally spread apart.
  • the ballast clearing and leveling chain 31 can also be raised and lowered within the area of these spread old and new rails 2 and 5 onto the ballast bed previously exposed by the sleepers via the hydraulic cylinder-piston drive 35.
  • a deflection member 51 is provided above the ballast distribution device 43 designed as ballast storage for selectively forwarding the ballast transported by the endless longitudinal conveyor belt 45 to a further endless longitudinal conveyor belt 52 protruding beyond the operator cabin 48 .
  • This longitudinal conveyor belt 52 can be pivoted laterally in order to drop the ballast onto a ballast silo that can be moved on the siding, and is also advantageously designed - as indicated by dashed lines - to be telescopically retractable so that, if necessary, as shown in full lines in the drawing, via the cabin 48 to be extended in order to feed the ballast to a ballast transport vehicle attached to the machine or also to a leveling track tamping and straightening machine connected to the machine 1, which is designed with a ballast distribution device.
  • the further embodiment variant of the mobile machine 1 according to the invention shown in FIG. 4 - for the continuous replacement of the rails 2 and sleepers 3 of the track 4 - relates to further configurations following the end of the right machine area shown in FIG. 2.
  • This machine end area shown on the left in FIG. 4 is designed within the scope of the invention either with the ballast distributing device 43 shown in dashed lines and already described or without this device.
  • the corresponding parts shown are given the same reference numerals as in the exemplary embodiment according to FIGS. 1 and 2.
  • the machine 1 comprises a vehicle 55 connected to the machine frame 1o with the frame part 14 and the operator cabin 48 arranged at the end thereof, with rail carriages 53, 54.
  • Chassis 54 preferably a substantially similar and also designed as a ballast storage ballast distributing device 56, as described in Fig.2, which is also equipped with lateral and central ballast outlets 57,58.
  • ballast distributing device 56 there is also a deflecting member 59 for selectively forwarding the picked up ballast of the ballast transported from the longitudinal conveyor belt 52 via further longitudinal conveyor belts 6o, 61 arranged on the vehicle 55 to another longitudinal conveyor belt 63 projecting over a cabin 62.
  • the longitudinal conveyor belt is also laterally pivotable and telescopically retractable in the longitudinal direction of the track.
  • Devices 64 for fastening the installed new rails 5 with the concrete sleepers 6 are provided between the two rail carriages 53 and 54 of the vehicle 55. These devices 64 are on the underside of the vehicle machine frame 65 of the vehicle 55 as in the machine longitudinal direction one behind the other and in the cross-track direction in pairs arranged under the two rails 5 of the track 7 underfloor cabins 66 for receiving these height and length-adjustable rail fastening devices 64 - for fastening the Rail fastening means or elements on the concrete sleepers 6 - provided.
  • the longitudinal conveyor belts 60 and 61 of the vehicle 55 arranged and fastened above the vehicle machine frame 65 form, with the longitudinal conveyor belt 45 arranged above the ballast distributing device 43 or the cabin 48 on the frame part 14, a ballast conveyor belt line, via which ballast to the connected vehicle 55 arranged ballast distributing device 56 or via the deflection member 59 on the side pivotable longitudinal conveyor belt can be fed.
  • a ballast conveyor belt line via which ballast to the connected vehicle 55 arranged ballast distributing device 56 or via the deflection member 59 on the side pivotable longitudinal conveyor belt can be fed.
  • only one ballast distribution device which is designed as a store, can be arranged, so that the left part, which is shown in FIG. 4 or in FIG.
  • ballast distribution device is not a ballast distribution device has arranged, but only a longitudinal conveyor belt 45, which bridges the distance between the rear undercarriage 9 and the front undercarriage 53 of the vehicle 55 in order to feed the picked up ballast only to the ballast distribution device 56 assigned to the vehicle 55.
  • ballast distributing device 67 which is also expediently connected to a larger ballast storage device and which has lateral and if necessary, middle ballast outlets are provided - also directly behind the front rail undercarriage 53 in the working direction or in front of the rail fastening devices 64.
  • the ballast storage or this ballast distribution device 67 can expediently be continuously supplied with ballast from the longitudinal conveyor belt 60.
  • the lateral ballast outlets can also be formed by two short endless conveyor belts running transversely to the track.
  • ballast distribution device is advantageous, for example, when replacing rails and sleepers, where a particularly large amount of ballast is produced.
  • this vehicle 55 which is equipped with its own travel drive 68, can also advantageously be used as an independently movable machine in other conversion methods.
  • the old wooden sleepers 3 are lifted out of the ballast bed in the area of the device 28 for receiving the old sleepers 3 and transported to the front end region of the frame part 13 provided with the crane carriageway via the conveyor device 25.
  • the wooden sleepers 3 are gripped by the sleeper gripping and rotating device 24 and deposited on the corresponding pallets by the gantry crane 23.
  • the machine frame 10 is supported with its front frame part 13 via the joint 19 on the upstream work vehicle 18.
  • the two frame parts 13 and 14 of the machine frame 10 are spread apart by changing the length of the blocking drive 12 and possibly also by the blocking drive 11 spread laterally against each other, for example in curves.
  • Both the front rail undercarriage 8 and the intermediate rail undercarriage are raised above the level of the track.
  • the old and the new rails 2, 5 are spread apart in the area of the devices 28 and 49 by the lifting and spreading devices 27 and 50 so that the sleepers between the rails can be raised or lowered.
  • the upper, uneven ballast layer 3o is taken up by the clearing and leveling chain 31 and is deposited on the endless ballast conveyor belt 45.
  • the conveyor 26 transports the concrete sleepers 6, which have been rotated by the sleeper gripping and rotating device 24 in the machine longitudinal direction for transport through the clearing and leveling chain 31, to the new sleeper storage device 49.
  • the sleepers 6 are moved to the leveled and leveled at the preselected sleeper spacing deposited by the leveling and compacting device 41 pre-compacted ballast bed.
  • the various work processes are closely observed by operators located in the work cabins shown in the drawing and, if necessary, controlled.
  • the new rails 5 are placed on the base plates of the new concrete sleepers 6, reducing their transverse distance from one another, so that the rail carriage 9 of the frame part 14 is already running on the newly laid track 7.
  • the ballast grating lying freely on the ballast bed is carried out immediately behind the running gear 9 by opening the flaps of the lateral or middle outlet openings 44 and 47 of the ballast distributing device 43 as required and as required - see FIG. 3.
  • the ballast flowing out falls in the area of the sleeper supports on both sides of the rails 5 into the sleeper intermediate compartments.
  • the arrangement of the ballast outlets of the ballast distributing device 43 is made in such a way that the operator, by opening the respective flaps of these controllable outlet openings 44 and 47, leaves the immediate vicinity along the rails 5 in order to subsequently fasten the rails 5 to the sleepers 6 to avoid disruptive ballast accumulation in these areas.
  • the ballast discharge is controlled by the worker located in the cabin 48. This can make a rapid change in the amount of ballast, if necessary, under precise observation of the backfill areas, or actuate the deflection element 51 to forward the ballast via the longitudinal conveyor belt 52 even when the ballast storage is full.
  • the ballast transported by the ballast conveyor belt 45 is wholly or only partially transported to the downstream conveyor belt 52.
  • the flat ballast surface 4o produced after lifting the old sleepers 3 by the use of the clearing and leveling chain 31, which was leveled even further in the course of the same work passage through the leveling and compacting device 41 and also pre-compacted, is both in the longitudinal extent and also absolutely flat in the transverse area and forms an excellent basis for laying the new sleepers 6 so that they can be laid very precisely in terms of height and direction.
  • This precise laying process also gives the rails 5 subsequently laid on these new concrete sleepers 6 a full and solid support, so that the rail carriage 9 can already be moved there very quietly and with an almost flowing forward speed.
  • the machine 1 travels with its rear rail undercarriage 9 and with the two rail undercarriages 53 and 54 of the downstream vehicle 55 in a continuous manner in the working direction according to arrow 17.
  • the workers located in the front underfloor cabins lay down Various fastening elements, such as clamping plates, tension wires and sleeper screws in the intended position on the base plate of the sleepers 6.
  • the fastening elements are practically automatically fed via endless conveyor belts indicated in the drawing.
  • the sleeper screws are then tightened according to a preselected torque, as a result of which the rails 5 are carried out correctly and completely the new sleepers 6 are connected to a track structure lying on the leveled ballast surface 40.
  • the sleepers are ballasted via the ballast distributing device 67 or 56 via the lateral and middle ballast outlets 57 and 58 by the worker located in the cabin 62 .
  • the ballast transported over the adjustable longitudinal conveyor belt 52 arranged on the frame part 14 and over the further longitudinal conveyor belts 6o and 61 - which form a conveyor belt road - up to the one arranged on the vehicle 55 above the rear chassis 54 and likewise ballast distributing device designed as a ballast store are supplied. If there is less ballast requirement or if the ballast is too large, the ballast is again accumulated in the ballast store or, alternatively, transported away via the longitudinal conveyor belt 63 by actuating the deflection member 59.
  • a track created according to the machine 1 according to the invention according to FIGS. 1 to 3 and corresponding to the configuration according to FIG. 4 with the connected vehicle 55 can be processed immediately afterwards with a leveling track tamping and leveling machine.
EP86890218A 1986-07-25 1986-07-25 Machine pour remplacer ou rénover respectivement les rails et les traverses d'une voie existante Expired EP0255564B1 (fr)

Priority Applications (14)

Application Number Priority Date Filing Date Title
EP86890218A EP0255564B1 (fr) 1986-07-25 1986-07-25 Machine pour remplacer ou rénover respectivement les rails et les traverses d'une voie existante
DE8686890218T DE3664504D1 (en) 1986-07-25 1986-07-25 Machine for replacing or renewing the rails and sleepers of an existing track
AT86890218T ATE44788T1 (de) 1986-07-25 1986-07-25 Maschine zum auswechseln bzw. erneuern der schienen und schwellen eines verlegten gleises.
IN278/CAL/87A IN168552B (fr) 1986-07-25 1987-04-06
AU71385/87A AU588447B2 (en) 1986-07-25 1987-04-10 Machine for replacement or renewal of the rails and sleepers of a laid track
JP62123599A JPH0756122B2 (ja) 1986-07-25 1987-05-20 自走式軌道交換機
US07/054,182 US4854243A (en) 1986-07-25 1987-05-26 Mobile track renewal machine
BR8702753A BR8702753A (pt) 1986-07-25 1987-05-29 Maquina movel para substituicao continua e renovacao de uma via permanente
CA000539214A CA1287263C (fr) 1986-07-25 1987-06-09 Machines mobiles de refection de la voie
CN87104397.1A CN1004434B (zh) 1986-07-25 1987-06-25 更换线路钢轨、轨枕的机械
SU874202800A SU1554773A3 (ru) 1986-07-25 1987-06-29 Передвижна машина дл непрерывного ремонта железнодорожного пути
SK5053-87A SK505387A3 (en) 1986-07-25 1987-07-03 Travelling machine for continual change, or renovation of track
CS875053A CZ278617B6 (en) 1986-07-25 1987-07-03 Mobile machine for continuous exchange, optionally reconstruction of a track
DD87305160A DD261387A5 (de) 1986-07-25 1987-07-20 Fahrbare maschine zum kontinuierlichen auswechseln bzw. erneuern eines aus schienen und schwellen bestehenden verlegten gleises

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP86890218A EP0255564B1 (fr) 1986-07-25 1986-07-25 Machine pour remplacer ou rénover respectivement les rails et les traverses d'une voie existante

Publications (2)

Publication Number Publication Date
EP0255564A1 true EP0255564A1 (fr) 1988-02-10
EP0255564B1 EP0255564B1 (fr) 1989-07-19

Family

ID=8196578

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86890218A Expired EP0255564B1 (fr) 1986-07-25 1986-07-25 Machine pour remplacer ou rénover respectivement les rails et les traverses d'une voie existante

Country Status (14)

Country Link
US (1) US4854243A (fr)
EP (1) EP0255564B1 (fr)
JP (1) JPH0756122B2 (fr)
CN (1) CN1004434B (fr)
AT (1) ATE44788T1 (fr)
AU (1) AU588447B2 (fr)
BR (1) BR8702753A (fr)
CA (1) CA1287263C (fr)
CZ (1) CZ278617B6 (fr)
DD (1) DD261387A5 (fr)
DE (1) DE3664504D1 (fr)
IN (1) IN168552B (fr)
SK (1) SK505387A3 (fr)
SU (1) SU1554773A3 (fr)

Cited By (9)

* Cited by examiner, † Cited by third party
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EP0775780A1 (fr) 1995-11-27 1997-05-28 Travaux Du Sud-Ouest Procédé de renouvellement de voies ferrées
EP1172481A3 (fr) * 2000-07-13 2003-11-19 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine de renouvellement d'une voie ferrée
EP1607522A1 (fr) * 2004-06-07 2005-12-21 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Procédé et dispositif pour la dépose d'anciennes traverses et la pose de nouvelles traverses
AT503118B1 (de) * 2006-06-27 2007-08-15 Plasser Bahnbaumasch Franz Gleisbaumaschine
EP2130973A2 (fr) * 2008-06-05 2009-12-09 Ralf Zürcher Procédé de réhabilitation de la voie et de l'infrastructure d'un chemin de fer
WO2010112107A1 (fr) * 2009-04-03 2010-10-07 Matisa Materiel Industriel Sa Machine de renouvellement d'une voie ferrée
RU2444586C2 (ru) * 2010-06-03 2012-03-10 Открытое Акционерное Общество "Российские Железные Дороги" Шпалопитатель звеносборочной линии
EP2431522A1 (fr) * 2010-09-15 2012-03-21 GSG Knape Gleissanierung GmbH Procédé de fabrication ou de rénovation d'une installation de rails et dispositif correspondant
CH708506A1 (de) * 2013-09-05 2015-03-13 Matisa Matériel Ind Sa Fahrzeugverband und Verfahren zur Erneuerung eines Gleises.

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CH683011A5 (fr) * 1990-05-03 1993-12-31 Matisa Materiel Ind Sa Train de renouvellement de voie ferrée.
AT398096B (de) * 1992-04-29 1994-09-26 Plasser Bahnbaumasch Franz Anlage zur kontinuierlichen sanierung einer schotterbettung eines gleises
USRE35788E (en) * 1994-06-13 1998-05-12 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H Method of and arrangement for rehabilitating a ballast bed of a track
AU691098B2 (en) * 1995-05-29 1998-05-07 Roylston Ross Munro An improved transport vehicle
DE10008986A1 (de) * 2000-02-25 2001-08-30 Gsg Knape Gleissanierung Gmbh Verfahren zur Erneuerung oder zum Umbau einer Gleisanlage und Vorrichtung hierfür
AT3919U3 (de) 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz Maschine zum abbau eines alten und verlegen eines neuen gleises
AT3918U3 (de) 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz Maschine zur erneuerung eines gleises
AT4017U3 (de) * 2000-10-03 2001-11-26 Plasser Bahnbaumasch Franz Maschine zur erneuerung eines gleises
US7350467B2 (en) 2004-08-20 2008-04-01 Loram Maintenance Of Way, Inc. Long rail pick-up and delivery system
CN101238252B (zh) * 2005-08-11 2011-06-22 弗兰茨普拉塞铁路机械工业股份有限公司 更新轨道用的机械
US9651197B2 (en) * 2006-11-27 2017-05-16 Frank Levy Disposable cartridge for holding compressed medical gas
AT510423B1 (de) * 2011-01-11 2012-04-15 Franz Plasser Bahnbaumaschinen-Industriegesellscha Verfahren und fahrzeug zum abschnittsweisen ersatz von altschwellen eines gleises durch neuschwellen
CH708460B1 (de) * 2013-08-20 2017-06-30 Matisa Matériel Ind Sa Maschine zur Erneuerung von Schwellen eines Gleises.
AT516628B1 (de) * 2015-02-06 2016-07-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren zur Erneuerung eines Gleises
CH711720B1 (de) * 2015-11-03 2020-04-30 Matisa Materiel Ind Sa Verfahren zur Einleitung eines Schwellenwechselverfahrens zur Erneuerung von Schwellen eines aus Schienen und den Schwellen gebildeten Gleises und Gleisbaumaschine.
CN108457139B (zh) * 2018-05-27 2023-10-10 内蒙古工业大学 一种可调节工作面长度的铁道清砟机构
CN108773655A (zh) * 2018-07-25 2018-11-09 恒劢安全防护用品（南通）有限公司 一种手套浸胶线中手模条换向装置
CN110924244B (zh) * 2019-12-27 2021-10-26 嘉兴德基机械设计有限公司 一种多功能的铁路捣固车
CN113047087B (zh) * 2021-04-18 2022-07-29 中铁二院工程集团有限责任公司 一种多层式高速铁路基床结构的设计方法

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FR2305544A1 (fr) * 1975-03-28 1976-10-22 Matisa Materiel Ind Sa Machine degarnisseuse-cribleuse pour la refection du ballast
AT351069B (de) * 1977-09-02 1979-07-10 Plasser Bahnbaumasch Franz Fahrbare einrichtung zum kontinuierlichen aus- wechseln bzw. erneuern eines aus schienen und schwellen bestehenden gleises
DE3223350A1 (de) * 1982-06-23 1984-01-05 Heinrich 4048 Grevenbroich Cöllen Gleisabsenk - schotteraufnehm - und randwegabfraesmaschine
AT377551B (de) * 1983-01-10 1985-04-10 Plasser Bahnbaumasch Franz Foerder- bzw. raeumkettenanordnung fuer gleisbaumaschinen

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FR982130A (fr) * 1949-01-12 1951-06-04 Construction D Outil Soc Et Dégarnisseuse mécanique pour travaux sur voies ferrées
FR2225573A1 (fr) * 1973-04-16 1974-11-08 Plasser Bahnbaumasch Franz
FR2305544A1 (fr) * 1975-03-28 1976-10-22 Matisa Materiel Ind Sa Machine degarnisseuse-cribleuse pour la refection du ballast
AT351069B (de) * 1977-09-02 1979-07-10 Plasser Bahnbaumasch Franz Fahrbare einrichtung zum kontinuierlichen aus- wechseln bzw. erneuern eines aus schienen und schwellen bestehenden gleises
DE3223350A1 (de) * 1982-06-23 1984-01-05 Heinrich 4048 Grevenbroich Cöllen Gleisabsenk - schotteraufnehm - und randwegabfraesmaschine
AT377551B (de) * 1983-01-10 1985-04-10 Plasser Bahnbaumasch Franz Foerder- bzw. raeumkettenanordnung fuer gleisbaumaschinen

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0775780A1 (fr) 1995-11-27 1997-05-28 Travaux Du Sud-Ouest Procédé de renouvellement de voies ferrées
FR2741640A1 (fr) * 1995-11-27 1997-05-30 Sud Ouest Travaux Procede de renouvellement de voies ferrees
EP1172481A3 (fr) * 2000-07-13 2003-11-19 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine de renouvellement d'une voie ferrée
AU779757B2 (en) * 2000-07-13 2005-02-10 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. A machine for renewing a track
EP1607522A1 (fr) * 2004-06-07 2005-12-21 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Procédé et dispositif pour la dépose d'anciennes traverses et la pose de nouvelles traverses
AT503118B1 (de) * 2006-06-27 2007-08-15 Plasser Bahnbaumasch Franz Gleisbaumaschine
EP2130973A2 (fr) * 2008-06-05 2009-12-09 Ralf Zürcher Procédé de réhabilitation de la voie et de l'infrastructure d'un chemin de fer
EP2130973A3 (fr) * 2008-06-05 2013-04-17 Ralf Zürcher Procédé de réhabilitation de la voie et de l'infrastructure d'un chemin de fer
WO2010112107A1 (fr) * 2009-04-03 2010-10-07 Matisa Materiel Industriel Sa Machine de renouvellement d'une voie ferrée
RU2444586C2 (ru) * 2010-06-03 2012-03-10 Открытое Акционерное Общество "Российские Железные Дороги" Шпалопитатель звеносборочной линии
EP2431522A1 (fr) * 2010-09-15 2012-03-21 GSG Knape Gleissanierung GmbH Procédé de fabrication ou de rénovation d'une installation de rails et dispositif correspondant
WO2012034693A1 (fr) * 2010-09-15 2012-03-22 Gsg Knape Gleissanierung Gmbh Procédé de réalisation ou de rénovation d'un système de voie et dispositif destiné à cet effet
CH708506A1 (de) * 2013-09-05 2015-03-13 Matisa Matériel Ind Sa Fahrzeugverband und Verfahren zur Erneuerung eines Gleises.

Also Published As

Publication number Publication date
EP0255564B1 (fr) 1989-07-19
SK278172B6 (en) 1996-03-06
CZ278617B6 (en) 1994-04-13
IN168552B (fr) 1991-04-27
ATE44788T1 (de) 1989-08-15
SU1554773A3 (ru) 1990-03-30
AU588447B2 (en) 1989-09-14
DE3664504D1 (en) 1989-08-24
SK505387A3 (en) 1996-03-06
BR8702753A (pt) 1988-03-01
CZ505387A3 (en) 1994-02-16
DD261387A5 (de) 1988-10-26
CN1004434B (zh) 1989-06-07
US4854243A (en) 1989-08-08
CA1287263C (fr) 1991-08-06
JPS6332001A (ja) 1988-02-10
CN87104397A (zh) 1988-02-03
AU7138587A (en) 1988-01-28
JPH0756122B2 (ja) 1995-06-14

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