EP0670932B1 - Machine de pose de voie pour le renouvellement des voies ferrees - Google Patents

Machine de pose de voie pour le renouvellement des voies ferrees Download PDF

Info

Publication number
EP0670932B1
EP0670932B1 EP94928330A EP94928330A EP0670932B1 EP 0670932 B1 EP0670932 B1 EP 0670932B1 EP 94928330 A EP94928330 A EP 94928330A EP 94928330 A EP94928330 A EP 94928330A EP 0670932 B1 EP0670932 B1 EP 0670932B1
Authority
EP
European Patent Office
Prior art keywords
machine
frame
working
devices
old
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.)
Expired - Lifetime
Application number
EP94928330A
Other languages
German (de)
English (en)
Other versions
EP0670932A1 (fr
Inventor
Tibor Aubermann
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.)
Matisa Materiel Industriel SA
Original Assignee
Matisa Materiel Industriel SA
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 Matisa Materiel Industriel SA filed Critical Matisa Materiel Industriel SA
Publication of EP0670932A1 publication Critical patent/EP0670932A1/fr
Application granted granted Critical
Publication of EP0670932B1 publication Critical patent/EP0670932B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/05—Transporting, laying, removing, or renewing both rails and sleepers

Definitions

  • the invention relates to a track construction machine for renewing tracks according to the preamble of patent claim 1.
  • Such a track construction machine is already known from EP-A-0 168 103.
  • the carrier on which the work group with the equipment for processing a ballast bed, lifting old sleepers and laying new sleepers is mounted on a second machine frame.
  • This second machine frame is hinged at its front end to the first machine frame which is supported on rail running gear and is equipped at its rear end with a rail running gear and next to it with a height-adjustable chain running gear.
  • the second machine frame rolls with its rail undercarriage on the rails, while in work, with the rail undercarriage raised, it moves on the chain undercarriage, which is supported on the newly laid sleepers.
  • the rear rail chassis of the first machine frame which is located in the area of the joint, is placed on a slide device during use, which in turn can be moved on the old sleepers.
  • a mobile device for laying rails and / or sleepers of a track which has two machine frames which are connected at one end by a joint arrangement and each rest on a chassis at the other end, and in which the working group for picking up the old sleepers and laying the new sleepers as well as the devices for spreading out the old rails and for inserting the new rails are arranged between the two chassis mentioned.
  • a middle chassis is provided, which is provided with a sliding device during the working phase, which is directly displaceable laterally on the sleepers of the track.
  • the aforementioned known machines of the generic type all have two articulated machines or frame parts to which the working members are attached.
  • the result of this arrangement is that the machines require a large overall length, a heavy weight and, accordingly, high costs.
  • the present invention has for its object to provide a track construction machine for renewing tracks, which avoids the aforementioned disadvantages of the known machine types and which ensures a qualitatively improved and operationally simplified operation with a constructional simplification and economically inexpensive construction.
  • the measures according to the invention enable a track construction machine for renewing tracks, which is simple and compact, in particular with a reduced construction length distinguished.
  • the suspension of the work group on a cantilever projecting beyond the rear rail undercarriage enables a quick and simple method of operation which can be clearly controlled by the operating personnel.
  • the quality of work is ensured by a precise placement of the new sleepers on the ballast bed prepared by suitable devices, without the laid new sleepers having to be touched again before the new rails are inserted. This largely eliminates the risk of unwanted shifts in the new sleepers, resulting in a subsequent qualitatively objectionable track position.
  • the short design of the machine allows easy maneuvering and driving in narrow bends and in places with limited space.
  • An advantageous development of the invention is that a support frame of the work group connected to the height adjustment devices is connected at its rear end in the working direction to a height-adjustable additional rail running gear.
  • This design variant creates better driving conditions for transport journeys because the non-negligible mass of the work group is supported by an additional rail carriage on the track and thus the load on the rear rail carriage of the machine or main frame is relieved. At the same time, this improves the maneuverability of the track-laying machine as well as the option of equipping traction and pushing devices in the rear area without impairing the quality of work and without significantly extending the overall length.
  • an even further advantage is created in that a transport vehicle supported on rail bogies and a loading platform for supporting the work group during machine transport is provided, which can be detachably connected by a coupling device to the rear end of the machine frame in the working direction.
  • This advantageous embodiment has the exemption from aggravating provisions in accordance with the railway transport regulations for transport and maneuvering journeys, since the tractive and impact forces occurring during the transport in the train association by the additional transport vehicle directly in the machine or.
  • the main frame can be introduced without these tensile and impact forces having to pass through the work group and the jib projecting to the rear. This eliminates the need for complex constructions in this area of the machine to absorb the considerable impact and tensile forces in transportation. The machine can thus be transported from one construction site to another in a simpler manner.
  • a further advantageous embodiment according to claim 6 provides that the working group is equipped in its rear end region in the working direction with devices for inserting rails onto the sleepers.
  • This design makes it possible to equip the machine for the complete renewal of the track with simple and inexpensive means and, in addition to changing sleepers, also being able to replace rails.
  • This version allows the new rails to be placed on the new sleepers, so that behind the machine there is a completely renewed track on which only the rail screw connections have to be attached. It is possible to either reinsert the old rails that were spread out to replace the sleepers and place them on the new sleepers (only sleepers change using the old rails again) or new rails that were previously stored on the track preferably in front of the sleepers to lay the new thresholds.
  • Another variant provides a track construction machine according to claim 7, in which the additional transport vehicle, which primarily serves to place the work group in the transport position, is equipped with devices for inserting rails onto the sleepers.
  • the additional rail vehicle In order to be able to lower the work group into the work position during the work phase, the additional rail vehicle is carried behind the machine by means of a spacer coupling device at the distance required for optimal operation, the rails being inserted from the additional transport vehicle.
  • the spacer coupling device is expediently designed in such a way that, via it, the energy required for inserting the rails from the track-laying machine onto the transport vehicle can be brought.
  • the devices for inserting the new rails, the work item intended for this purpose and any other work organs are expediently to be folded and / or displaceably provided.
  • This design allows the transport vehicle to be carried along during work in a simple manner, without this having to have its own drive and its own energy supply.
  • the new rails can be inserted from the transport vehicle, an optimal and material-saving work being made possible by a selectable length of the spacer coupling device.
  • An advantageous combination of the track-laying machine according to the invention is characterized in accordance with claim 8 by a transport vehicle provided behind the track-laying machine for work use with a vehicle frame supported on rail bogies, a drive unit, a driving or.
  • Work cabin with a central control device and with devices for guiding and storing rails on sleepers that are provided in the area of the driving or working cabin and protrude beyond the end of the vehicle frame - height and side adjustable.
  • This system has the advantage that the transport vehicle can operate completely independently of the track construction machine during the work phase. This can be advantageous for inserting the new rails, since this can be done regardless of the speed of advance of the track-laying machine. This independence allows at the same time that with the additional self-propelled and power supply transport or rail laying vehicle other work such as material or person transport or other functions can be performed on the track. This therefore gives greater flexibility for the implementation of the entire track renewal construction site and can thus result in overall savings in costs and personnel.
  • the track construction machine 34 has a machine frame 1, which is supported on a front rail carriage 2 and a rear rail carriage 3.
  • a cantilever 4 is located above the rear rail carriage 3 of the machine 34 in the working direction, on which devices 5 for lifting old sleepers 8, devices 6 for preparing the ballast bed and devices 7 for laying new sleepers 9 are suspended as working elements for the track renewal.
  • On the machine or main frame 1, further devices 35, 36 designed as conveyor belts are provided for leading away the old sleepers 8 and for bringing the new sleepers 9 up.
  • the machine frame 1 also carries devices 10, 11, 12 for lifting, guiding and spreading out the old rails 13.
  • the track-laying machine 34 is provided with a motor 14 which provides the energy for work and driving ahead.
  • the main work functions are operated from the work cabin 15 positioned behind the boom 4 in the working direction with a central control device 39.
  • a portal crane 16 is provided for transporting the old sleepers 8 and the new sleepers 9, which is on the machine frame 1 and on possibly pre-coupled sleeper transport carriages is movable by means of a running rail 17.
  • the rear rail carriage 3 is supported on sliding devices 18, which can be moved on the old sleepers 8 of the old track 19 which have been freed from the old rails 13.
  • the old sleepers 8 provide lateral guidance at the same time, since the sliding devices 18 are themselves expediently move in the rib plates or in the area of the rail support.
  • a work group 38 carrying the work organs or devices 5, 6, 7 on a support frame 37 is carried out by suitable hydraulic cylinders, generally referred to as height adjustment device 20, which are articulated on the boom 4 and by means of a roller 21 and a support cable 22 and a lifting rod 23 are connected to the work group 38.
  • the working group undercarriage frame 24 carries an additional rail undercarriage 25, which is supported only in the transport position on the track 26.
  • the support cable 22 and the lifting rod 23 are retracted by means of the height adjustment device 20, as a result of which the work group 38 together with the support frame 37 is raised into a transport position (FIG. 2a).
  • the additional rail undercarriage 25 is attached at the end to the undercarriage frame 24, which in turn is connected to the support frame 37 by its front end in the working direction, opposite the additional rail undercarriage 25 via a joint 40 with a swivel axis running perpendicular to the machine longitudinal direction and horizontally.
  • a pivot drive 41 is provided for pivoting or height adjustment of the undercarriage frame 24 together with the additional rail undercarriage 25.
  • each device 35, 36 for transporting the old or new sleepers has a joint 42 in its rear end region.
  • the support frame 37 is connected in an articulated manner to the rear end of the machine frame 1 via a link rod 43.
  • the track construction machine 34 carries pulling and pushing devices 27 at the rear end of its machine frame 1 in the working direction (arrow), by means of which an additional transport vehicle 28 can be coupled.
  • This is supported on rail bogies 44 and has a loading platform 45 for supporting the work group 38 during machine transport. This support relieves the rear chassis 3 of the machine 34.
  • the track construction machine 34 can be used for the transport journey as a standard vehicle in accordance with the relevant railway technology Regulations are formed because the tractive and impact forces occurring in the transport traffic are introduced directly into the machine frame 1 of the track-laying machine 34 through the vehicle frame 46 of the additional transport vehicle 28.
  • height and side adjustable devices 29 for inserting new rails 30 are additionally articulated on the installed new sleepers 9 on the rear part of the track construction machine 34.
  • the new rails 30 are expediently stored in the area in front of the sleeper heads or in the middle of the track.
  • the devices 29 can also be used to reinsert the old rails 13 that were spread out during the replacement of the sleepers, in order to carry out only a replacement of the sleepers.
  • Means 47 for inserting the rails on the new sleepers 9 laid can also be arranged on the additional transport vehicle 28. As shown in FIG. 5, the devices 47 are articulated to the front area of the transport vehicle 28.
  • a spacer coupling device or spacer rod 31 is used to carry the transport vehicle 28 with the track construction machine 34 during work.
  • a work cabin 32 with a control device 48 is slidably provided on the transport vehicle 28 in its longitudinal direction, so that it can be moved to the rear end of the transport vehicle 28 in the transport position.
  • a loading platform 45 of the vehicle frame 46 can be used to support the work group 38 during the machine transport.
  • the additional transport vehicle 28 is provided with its own drive unit 33, which allows the drive-up and work to be carried out independently of the track-laying machine 34 and regardless of its speed of advance.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Soil Working Implements (AREA)

Claims (10)

  1. Machine de pose de voies pour le renouvellement de voies ferrées, constituée d'un châssis de machine (1) supporté par des trains de roulement (2, 3) et équipé d'un groupe de travail (38) comprenant des dispositifs (5, 6, 7) pour la préparation d'un lit de ballast, le levage des anciennes traverses (8) et la pose de nouvelles traverses (9), des dispositifs (35, 36, 10, 11, 12) pour le transport des anciennes et nouvelles traverses (8, 9) ainsi que pour le levage, le guidage et l'écartement des anciens rails (13), ainsi qu'un dispositif de glissement (18) roulant sur les anciennes traverses (8) pour le soutien, en engagement de travail, du train de roulement (3) précédant immédiatement le groupe de travail (38) dans la direction de travail, ledit groupe de travail (38) étant fixé, en dehors d'une section délimitée par les trains de roulement (2, 3) reliés aux châssis de la machine (1), sur un support prolongeant le châssis (1), caractérisé en ce que le support prolongeant le châssis (1) de la machine est constitué d'une volée (4) s'étendant au-delà du châssis à l'extrémité de celui-ci et en ce qu'un dispositif de réglage de la hauteur (20) est prévu entre cette volée (4) et ledit groupe de travail (38).
  2. Machine selon la revendication 1, caractérisée en ce qu'un châssis de portage (37) relié aux dispositifs de modification de hauteur (20), châssis de portage appartenant au groupe de travail (38), est relié par son extrémité arrière, considérée relativement à la direction de travail, à un train de roulement auxiliaire (25) réglable en hauteur.
  3. Machine selon la revendication 2, caractérisée en ce que le train de roulement auxiliaire (25) est fixé à l'extrémité d'un châssis (24) relié au châssis de portage (37), par son extrémité avant opposée au train de roulement auxiliaire (25), par une articulation (40) présentant un axe de basculement horizontal et perpendiculaire à la direction longitudinale de la machine et en ce qu'un entraînement de basculement (41) est prévu pour le basculement dudit châssis (24).
  4. Machine selon l'une des revendications 1, 2 ou 3, caractérisée en ce que le groupe de travail (38) présente, à son extrémité arrière, relativement à la direction de travail, une cabine de travail (15) comprenant un dispositif central de commande.
  5. Machine selon la revendication 1, caractérisée en ce qu'elle comprend un véhicule de transport (28) muni de trains de roulement (44) et présentant une plate-forme de chargement (45) pour le soutien du groupe de travail (38) pendant le transport de la machine, ce véhicule de transport étant reliable de façon découplable à l'extrémité arrière du châssis (1) de la machine par un dispositif d'accouplement (27).
  6. Machine selon l'une des revendications 1 à 5, caractérisée en ce que le groupe de travail (38) est équipé, dans sa zone arrière, de dispositifs (29) pour la pose des rails (30, 13) sur les traverses (9).
  7. Machine selon la revendication 5, caractérisée en ce que le véhicule de transport (28) est équipé de dispositifs (47) pour la pose de rails (30) sur les traverses (9) et en ce que, lorsque la machine est en travail, il est prévu un dispositif d'accouplement distanceur (31) entre le châssis (1) de la machine et le véhicule de transport (28).
  8. Installation pour le renouvellement de voies ferrées comprenant une machine selon la revendication 1, caractérisée en ce qu'elle comprend un véhicule de transport (28) prévu derrière la machine de pose de voies (34) et équipé d'un châssis (46) muni de trains de roulement (44), d'une unité motrice (33), d'une cabine de guider, respectivement de travail (32) comprenant une unité centrale de commande (48) ainsi que, dans la zone de la cabine (32), de dispositifs (47) pour guider et déposer les rails (30, 13) sur des traverses (9), ces dispositifs (47) s'étendant en arrière de l'extrémité du châssis (46) du véhicule de transport et étant déplaçable en hauteur et latéralement.
  9. Installation selon la revendication 8, caractérisée en ce que le châssis (46) du véhicule de transport présente une plate-forme de chargement (45) ou de charge pour le soutien ou l'appui du groupe de travail (38) relié au châssis (1) de la machine pendant le transport de la machine.
  10. Installation selon l'une des revendication 8 ou 9, caractérisée en ce que la cabine de conduite, respectivement de travail (38), ainsi que les dispositifs (47) pour le guidage et la pose de rails (30) sont supportés de manière déplaçable selon la direction longitudinale de la machine.
EP94928330A 1993-09-16 1994-09-09 Machine de pose de voie pour le renouvellement des voies ferrees Expired - Lifetime EP0670932B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CH277893 1993-09-16
CH2778/93 1993-09-16
PCT/EP1994/003026 WO1995008029A1 (fr) 1993-09-16 1994-09-09 Machine de pose de voie pour la refection des rails

Publications (2)

Publication Number Publication Date
EP0670932A1 EP0670932A1 (fr) 1995-09-13
EP0670932B1 true EP0670932B1 (fr) 1997-08-06

Family

ID=4241392

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94928330A Expired - Lifetime EP0670932B1 (fr) 1993-09-16 1994-09-09 Machine de pose de voie pour le renouvellement des voies ferrees

Country Status (8)

Country Link
US (1) US5609106A (fr)
EP (1) EP0670932B1 (fr)
JP (1) JP3798809B2 (fr)
CN (1) CN1114114A (fr)
AT (1) ATE156546T1 (fr)
AU (1) AU672726B2 (fr)
DE (1) DE59403646D1 (fr)
WO (1) WO1995008029A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017076994A1 (fr) 2015-11-03 2017-05-11 MATISA Matériel Industriel S.A. Procédé et engin de pose de voies ferrées pour le remplacement des traverses d'une voie ferrée constituée de rails et de traverses

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5609106A (en) * 1993-09-16 1997-03-11 Salpomec Oy Track laying machine for renewing rails
AT5769U3 (de) * 2002-09-05 2003-09-25 Plasser Bahnbaumasch Franz Maschine zum abbau und verlegen eines gleises und verfahren
US7350467B2 (en) * 2004-08-20 2008-04-01 Loram Maintenance Of Way, Inc. Long rail pick-up and delivery system
AT505403B1 (de) * 2007-06-19 2009-01-15 Plasser Bahnbaumasch Franz Maschine zur aufnahme und lagerung von kleineisen eines gleises sowie verfahren
AT510423B1 (de) * 2011-01-11 2012-04-15 Franz Plasser Bahnbaumaschinen-Industriegesellscha Verfahren und fahrzeug zum abschnittsweisen ersatz von altschwellen eines gleises durch neuschwellen
RS60597B1 (sr) * 2011-05-16 2020-08-31 K&K Maschinenentwicklungs Gmbh & Co Kg Sistem, postupak i železnički vagon za transport predmeta povezan sa prugom
AT511192B1 (de) * 2011-08-18 2012-10-15 Plasser Bahnbaumasch Franz Maschine zur erneuerung eines gleises
CN103074829B (zh) * 2013-01-05 2014-10-08 中铁重工有限公司 一种铁路道岔换铺工法及其铁路道岔铺轨机组
CN103669134B (zh) * 2013-12-05 2015-11-25 冯政 铁路轨枕更换车的制造方法
CN104963250A (zh) * 2015-07-02 2015-10-07 常州市瑞泰工程机械有限公司 收枕装置及其收枕方法
CN106868961B (zh) * 2017-03-23 2018-11-30 株洲时代电子技术有限公司 一种自动换轨控制方法
CN106968143B (zh) * 2017-03-23 2018-11-30 株洲时代电子技术有限公司 一种自动换轨控制系统
JP7127820B2 (ja) * 2018-10-05 2022-08-30 株式会社交通建設 マクラギ交換方法
CN109667203B (zh) * 2019-02-27 2024-02-27 郑州铁路职业技术学院 铁道枕木搬运装置
CN110241665B (zh) * 2019-06-28 2020-06-23 建湖金洋科技有限公司 一种等距离铺设铁路轨道砧木装置
KR102490398B1 (ko) * 2022-03-17 2023-01-20 한국철도공사 침목 교체방법 및 이를 위한 연동침목 홀딩기구와 연동침목 보강기구

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2109367A (en) * 1968-06-03 1970-01-29 Alfons Neumann Heinz Improvements inthe laying of railway track
GB2016562B (en) * 1978-03-15 1982-09-22 Canron Inc Renewing railway track
US4274334A (en) * 1978-10-13 1981-06-23 Canron Corporation Machine for changing rails
DE3876990D1 (de) * 1988-08-18 1993-02-04 Scheuchzer Sa Zug zur erneuerung eines eisenbahngleises.
CH686144A5 (fr) * 1991-10-30 1996-01-15 Matisa Materiel Ind Sa Train de renouvellement d'une voie ferree.
GB2263493A (en) * 1992-01-22 1993-07-28 Plasser Bahnbaumasch Franz An arrangement for renewing track.
US5609106A (en) * 1993-09-16 1997-03-11 Salpomec Oy Track laying machine for renewing rails

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017076994A1 (fr) 2015-11-03 2017-05-11 MATISA Matériel Industriel S.A. Procédé et engin de pose de voies ferrées pour le remplacement des traverses d'une voie ferrée constituée de rails et de traverses
RU2675982C1 (ru) * 2015-11-03 2018-12-25 Матиса Материел Индустриел С.А. Способ и путеукладочная машина для обновления шпал рельсового пути, образованного из рельсов и шпал
US11124923B2 (en) 2015-11-03 2021-09-21 Matisa Materiel Industriel S.A. Method and track-building machine for renewing sleepers of a track formed from rails and the sleepers

Also Published As

Publication number Publication date
AU672726B2 (en) 1996-10-10
CN1114114A (zh) 1995-12-27
DE59403646D1 (de) 1997-09-11
ATE156546T1 (de) 1997-08-15
US5609106A (en) 1997-03-11
EP0670932A1 (fr) 1995-09-13
JP3798809B2 (ja) 2006-07-19
AU7780994A (en) 1995-04-03
JPH08503280A (ja) 1996-04-09
WO1995008029A1 (fr) 1995-03-23

Similar Documents

Publication Publication Date Title
EP0621371B1 (fr) Machine pour le renouvellement ou la pose d'une voie ferrée
DE2550391C2 (de) Verfahren zum Entnehmen von Bettungsmaterial aus Schotterbettungen
DE2928152C2 (de) Fahrbare Einrichtung zum Aufnehmen und bzw. oder Verlegen von Gleisweichen oder -kreuzungen
DE2023931C2 (de) Gleisumbauzug zum kontinuierlichen Auswechseln der Schwellen und/oder Schienen eines Gleises
AT402308B (de) Stopfmaschine
DE2720064C2 (de) Fahrbare Einrichtung zum kontinuierlichen Auswechseln der Schwellen eines Gleises
DE3313187C2 (fr)
DD144578A5 (de) Einrichtung zum auswechseln der schienen und schwellen eines gleises
DE2529135C2 (de) Gleisbauzug zur Erneuerung einer Eisenbahnstrecke
AT400341B (de) Maschine zum schwellenwechseln
DE2818514C2 (fr)
WO1995008029A1 (fr) Machine de pose de voie pour la refection des rails
AT406493B (de) Gleisbaumaschine zur durchführung von gleisarbeiten
CH665860A5 (de) Fahrbare gleisstopf-nivellier- und richtmaschine.
EP0771909B1 (fr) Machine pour le démontage d'une ancienne voie ferrée et l'installation d'une nouvelle voie
DE3819717A1 (de) Kontinuierlich (non-stop) verfahrbare gleisbaumaschine
DE2313055A1 (de) Verfahren und vorrichtung zum ausund einbau von gleisjochen
EP0056497A1 (fr) Wagon-cadre dans un train pour effectuer l'assainissement du sous-sol des voies de chemin de fer
EP0811721B1 (fr) Appareil de pose de voie ferrée
DD283851A5 (de) Maschine und verfahren zum seiten-verschieben eines aus schienen und querschwellen bestehenden gleises
DE2909575C2 (fr)
DE4400807A1 (de) Maschinenanordnung zum Unterstopfen eines Gleises
EP0397956B1 (fr) Machine de bourrage, mobile de façon continue, comportant un dispositif de charrue
DE3419205C2 (de) Gleisbaumaschine zum Verlegen und Ausbauen von montierten Gleisabschnitten oder Gleisverbindungen
AT404040B (de) Maschine zum auswechseln von schienen eines gleises

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IE IT LI LU MC NL PT SE

17P Request for examination filed

Effective date: 19950728

17Q First examination report despatched

Effective date: 19960327

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE DK ES FR GB GR IE IT LI LU MC NL PT SE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 19970806

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 19970806

Ref country code: ES

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 19970806

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19970806

REF Corresponds to:

Ref document number: 156546

Country of ref document: AT

Date of ref document: 19970815

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 59403646

Country of ref document: DE

Date of ref document: 19970911

ITF It: translation for a ep patent filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19970930

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19970930

ET Fr: translation filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19971106

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Effective date: 19971112

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19971103

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
BERE Be: lapsed

Owner name: S.A. MATERIEL INDUSTRIEL MATISA

Effective date: 19970930

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980331

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

Ref document number: 75621

Country of ref document: IE

26N No opposition filed
REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20110831

Year of fee payment: 18

Ref country code: GB

Payment date: 20110824

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20110913

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20120830

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20130125

Year of fee payment: 19

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20120909

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 59403646

Country of ref document: DE

Effective date: 20130403

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120909

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130403

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120909

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20131004

Year of fee payment: 20

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 156546

Country of ref document: AT

Kind code of ref document: T

Effective date: 20130909

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20140530

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130930

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130909

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL