EP1127980A2 - Procédé de rénovation ou de renouvellement d'une voie ferrée et dispositif à cet effet - Google Patents

Procédé de rénovation ou de renouvellement d'une voie ferrée et dispositif à cet effet Download PDF

Info

Publication number: EP1127980A2
Authority: EP; European Patent Office
Prior art keywords: track; new; bedding; substructure; module
Prior art date: 2000-02-25
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

EP01104060A

Other languages

German (de)

English (en)

Other versions

EP1127980B1 (fr

EP1127980A3 (fr

Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)

GSG Knape Gleissanierung GmbH

Original Assignee

GSG Knape Gleissanierung GmbH

Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)

2000-02-25

Filing date

2001-02-20

Publication date

2001-08-29

2001-02-20 Application filed by GSG Knape Gleissanierung GmbH filed Critical GSG Knape Gleissanierung GmbH

2001-08-29 Publication of EP1127980A2 publication Critical patent/EP1127980A2/fr

2003-05-07 Publication of EP1127980A3 publication Critical patent/EP1127980A3/fr

2006-06-07 Application granted granted Critical

2006-06-07 Publication of EP1127980B1 publication Critical patent/EP1127980B1/fr

2021-02-20 Anticipated expiration legal-status Critical

Status 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
- 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

Definitions

the present invention relates to a method for renewing a Track system with a substructure, a bedding, in particular made of gravel, and a track laid on it, or to convert one Track system in a solid carriageway, especially with one on a base course track laid and fastened there or a track with in a Base layer cast sleepers or support plates, in which the Bedding and, if necessary, the substructure to a desired depth removed and at least partially removed and / or refurbished material for the new bedding or a Base course of a solid carriageway and, if necessary, for a new one Substructure is transported, the new bedding or a base course for a solid track was created, the old track was replaced by a new track and the new track is laid, straightened and fixed.
the invention relates to a device for performing a such procedure.
the invention has for its object a method of the aforementioned Specify where these problems do not exist are.
the method should be less complex and less be environmentally harmful.
This object is achieved in that all process steps from expansion the bedding until the construction of a drivable track layer of the new track in case of renewal or at least until production a base course for a solid carriageway in the event of a renovation the track system into a solid carriageway in a single operation be performed.
the removed bedding and / or the expanded substructure can be an embodiment of the invention at least partially worked up and for the new bedding or a base course of the slab track and / or a new substructure can be reused. This saves disposal costs for the existing substances and increases the environmental impact of the process further.
the ballast is removed especially from the Bedding material sifted out, broken and sieved from crusher residues exempted.
the broken and cleaned gravel can then, possibly together with additional new material primarily to supplement the grain, can be used as new bedding.
Another option is to go through the removed material Sieving, breaking and mixing into material for a base course of a solid Recondition roadway. For example, an unbound or a hydraulically bound base layer using this material getting produced. In particular to achieve the prescribed Screen line for these base materials can also be used here if necessary New material can be added.
the material supply and / or removal to the construction site is preferably carried out in the working direction seen both from or to the front and from or to track bound at the back. This makes the transport options so complete exploited as possible.
the expanded and not recycled bedding and possibly Substructure material is preferably viewed forward in the working direction dissipated. Also seen preferably in the working direction Removal of old sleepers and the addition of new sleepers from behind. This is due to the workflow and portability forth advantageous.
the old bedding and possibly the substructure are removed preferably track-bound.
Another option is to replace the old track after it has been removed the bedding and, if necessary, the substructure on refurbished bedding material to file. In this case the bedding becomes immediate processed after removal from the track bed and back into the Track system introduced. Temporary storage of the track on the substructure is therefore unnecessary.
the work-up received excess bedding material temporarily and later reused if necessary. Removal is therefore unnecessary. In addition, this material does not have to be transported in later.
the creation of a new drivable track location is particularly important achieved that the old rails detached from the old sleepers and exposed laterally, the new bedding leveled and compacted, the installed new sleepers, installed rails in front and on the new sleepers are fixed and that the new track is straightened and stuffed with bedding material. This will be appropriate the future new track system has already been largely manufactured.
the old sleepers and the new sleepers are preferably transported in longitudinal alignment to the track system. It can also be used for longer periods Thresholds avoided impairing operations on the neighboring track become.
a device for performing the method according to the invention comprises according to one embodiment of the invention several in a row arranged, largely track-driveable parts including a part to Removal of the bedding, a part for the removal of bedding and if necessary substructure material, a drive part or one on the other parts distributed drive, if necessary a part for delivery of new material, a part to remove the old sleepers and to promote the new sleepers, a track change part as well on the one hand a part for the production of a new bedding and a part for ballasting and stuffing the new track or on the other hand Part for producing a base course of a solid carriageway.
the device according to the invention for renewing a track system is thus largely identical to the device according to the invention for converting a track system into a permanent carriageway.
a solid carriageway will not all parts used at the same time. Rather, the part becomes Removal of the old sleepers and promotion of the new sleepers and the track change part only used in a separate operation.
the device according to the invention additionally comprises a part for removing the substructure, part for refurbishing the bedding and / or the substructure material, means for breaking and screening the Bedding and / or substructure material, part for temporary storage of the refurbished bedding material, means of provision and Transport of material for the base course of a solid carriageway and / or a part for mixing the base material.
a part for removing the substructure part for refurbishing the bedding and / or the substructure material
means for breaking and screening the Bedding and / or substructure material part for temporary storage of the refurbished bedding material
means of provision and Transport of material for the base course of a solid carriageway and / or a part for mixing the base material.
the parts of the device at least are partially interchangeable.
a device for Renewal of a track system can be done in a cost-effective manner a conversion train for converting a track system into a solid carriageway be rebuilt and vice versa. Essential parts can be taken over are and do not have to be manufactured separately.
the module for producing a new bedding if necessary the module for the intermediate storage of processed bedding material and if necessary the module for supplying new Bedding and possibly substructure material on the one hand and the module for installing a base course for a solid carriageway, if necessary the module for the supply of base layer material and if necessary the module for mixing base material on the other hand designed to be interchangeable.
the part is to be removed the old thresholds and to promote the new thresholds in Working direction seen rear end of the device, the part for conveying of new bedding and, if necessary, substructure material, the Part for removing the bedding and, if necessary, the substructure material as well as the part for feeding the base material on the front Arranged end of the device.
Such an arrangement is for the Workflow advantageous.
the device shown in FIGS. 1 and 2 consists of a series of modules for the renewal of a railroad track with ballast bedding were put together. It is intended and shown in the working direction I seen a waste disposal module 1 from the front, a supply module 2, a drive module 3, an excavation and bed processing module 4, a buffer module 5, a small iron module 6, an equilibrium change module 7, a stuffing module 8, a threshold and disposal module 9 and a further supply module 10.
the disposal module 1 comprises in the illustrated embodiment two material conveying and silo wagons 11 for the removal of excavated material. These each have a conveyor belt 11a and a transfer belt 11b and can be filled with excavated material one after the other. Of course, if necessary, more or less such material conveying and silo wagons 11 are provided. Moreover other equipment can also be used to remove materials become.
the supply module 2 shown also comprises two material conveying and silo wagons 12, which, however, are arranged upside down.
the material handling and silo wagons 12 serve to maintain and feed Supplementary ballast and the forwarding of excavated material to Disposal module 1.
Transfer bands 12c are additionally provided for this.
more or less than two material and silo wagons 12 or other suitable devices are used become.
the device shown is driven by the drive module 3, which in the example shown by a locomotive-like drive unit 13 is formed. More drive modules 3 can also be used be provided, or the drive can be distributed to the other modules his.
the excavation and bed processing module 4 is divided into one Excavation module 4b and a bed processing module 4a. Thereby can be omitted, if desired, the bed processing module 4a to use only new material.
the excavation module 4b comprises in addition to the excavation device 14 for expanding the bedding 15 and, if necessary of the substructure 16 also a track lifting device 17 in order to Track 18 during the removal of the ballast 15 and the substructure 16 to raise.
the track 18 is then either on the substructure 16 or filed the reason, or the module 4b additionally includes one preferred switchable device 17a for the production of a new ballast planum, on which the old track 18 is then placed.
the module 4a for bed preparation includes in particular a prescreen, a crusher and a secondary sieve for removed ballast and Substructure and, like the excavation module 4b, suitable conveying devices 20a, all summarized with reference number 20.
the stages pre-screen, crusher and post-screen are preferred as required adjustable.
the intermediate storage module 5 is used for the intermediate storage of excess refurbished crushed stone 19, which is later used for a shortage the production of the new ballast bed 26 can be used.
a wagon 21 designed as a ballast silo.
the small iron module 6 serves to protect workers involved in the process are integrated to the small iron with which the rails 23 the sleepers 29 are attached to solve.
the track change module 7 comprises a threshold switch as module 7a -Installation module for removing the old sleepers 29 and installing new ones Thresholds 30, wherein preferably a device is provided to the Thresholds 29, 30 to rotate so that they are in the longitudinal direction to the track system can be transported.
the module 7a also includes one Device 22 for releasing the old rails 23.
the module 7b serves the direction of the new sleepers 30, the insertion of laterally upstream new rails 24 and the attachment of the small iron.
the ballast tamping module 8 is used to ballast the new track 25 and to stuff the new bedding 26.
the new track 25 also fine-tuned.
Both modules 7 and 8 also have conveyor belts 35 and 36 to promote old sleepers 29 and new sleepers 30, the module 8 additionally a conveyor belt 37 for the promotion of Additional gravel from module 10.
the threshold supply and disposal module 9 serve and the ballast supply module 10 for the supply and removal of sleepers as well as additional gravel.
the threshold supply and disposal module 9 includes a transfer carriage 27 and an sleeper carriage 28 for stocking new sleepers 30 and for collecting old sleepers 29.
portal cranes 28a are used to transport the Thresholds 29, 30 and the supplementary ballast provided by means of Crane runway rails and drive-over ramps between ballast silo wagons 31 and transfer car 27 are movable, which with three conveyor belts 27a, b, c for old sleepers 29, new sleepers 30 and supplementary ballast is provided.
several sleeper cars can also be used if required 28 may be provided.
ballast 15 removed by the excavation module 4b is in the refurbishment module 4a pre-screened, broken and re-screened. Subsequently can with the module 4b from the refurbished ballast 19 a new one Gravel level 26 can be produced.
new gravel especially for grain supplementation, can be used from the material conveyor and silo wagon 12 seen in the working direction I from is promoted at the front.
excess ballast arises during processing 19, it is temporarily stored in the ballast silo wagon 21, in order to be able to be reused in a later need.
the track change module 7 In the track change module 7, the old rails 23 are exposed laterally, the old sleepers 29 added, new sleepers 30 on the gravel subgrade filed, inserted upstream new rails 24 and finally built into the new sleepers 30. In the area where the Expose the old rails 23 and insert the new rails 24 takes place, the track change module 7 has one or more pairs of crawlers 32 as floor trolleys. Otherwise, the track change module 7 has how also all other modules 1 to 6 and 8 to 10 exclusively rail carriages 33 on.
the new track 25 is ballasted in the tamping module 8, fine-tuned and the new bedding 26 stuffed.
This makes it passable Track position created for the removal and delivery of sleepers 29, 30 is suitable. This means that essentially the entire delivery and removal can be carried out of material, including old and new sleepers 29, 30, track-bound.
the crushing of the new Track 25 takes place in particular with new ballast from the ballast silo wagon 31, the bucket from the portal cranes 28a to the ballast conveyor 37 and is transported by this to the stuffing module 8.
ballasting and plugging the new track 25 also finds a direction the track location instead. Suitable lifting and straightening devices are suitable for this available, which are not shown here.
the modular structure of the device shown and described also allows a design without a device in a simple manner for processing the removed material, if this is not desired should be.
the refurbishment module 4a is omitted.
the remaining modules 1 to 10 can also be partially omitted.
the intermediate storage module 5 can also be used Gravel 19 can be omitted.
This conversion train shown in FIGS. 3 and 4 comprises a first part II and a second part III, which are shown here together, however can be used separately.
the first part II is in the direction of work I used as the first, while the second part III subsequently and in the opposite working direction IV is used.
the first part II comprises, viewed in the working direction I, from front to back again a disposal module 1, a supply module 2 ', a drive module 3, an excavation and refurbishment module 4 and a base course production module 5 '.
the disposal module 1 agrees with the disposal module 1 in the 1 and 2 shown device.
the supply module 2 ' now consists of two different sub-modules 2'a and 2'b.
At module 2'a is a silo wagon 12 'for storage of cement and water and for module 2'b around a 12 "silo wagon for the provision of supplementary material for the production of a base course a firm road. Both are with suitable funding 12'a and 12'b and equipped with transfer bands 12'c.
the excavation and processing module 4 also agrees with the module 4 of the first device. However, the sieves and breakers are now for working up the bedding and, if necessary, the subsurface material adjusted to the base course of the slab track to be produced, that is, on the required grain size and composition of base layer material. And the bed making apparatus 17a is turned off.
module 5 ' which now also consists of consists of two sub-modules 5'a and 5'b, namely a mixing device 5'a for mixing the material for the base course of the solid carriageway and a module 5'b for installing this base layer.
the mixing device 5'a serves to mix the base layer material from the refurbished one Material and possibly new material and cement and water.
a base layer 34 becomes one solid roadway, especially an unbound or a hydraulic one bound lower base layer, manufactured. On this base layer 34 is the old track 18 filed.
the old track becomes 18th after removing the ballast 15 and possibly the substructure 16 first placed on the substructure or the ground.
the expanded Material is processed as in the variant of FIGS. 1 and 2, however with a different grain size according to the prescribed sieve line for an unbound or bound base layer 34. Excess material is also forward here in working direction I via the material conveying and silo wagons 11, 12 transported away.
the processed material possibly with in the working direction I new material transported from the front from the module 2'b, and cement and water from module 2'a in mixer module 5'a mixed.
the finished base layer material is then used in the base layer production module 5'b the base layer 34 is produced.
the device 5'b for producing the base layer 34 has a pair of caterpillars 32 as floor undercarriage. In addition to installation, there is also a Compression of the base layer 34 in the base layer production module 5'b. Immediately after the base layer 34 has been produced, the old track becomes 18 filed on it.
the second part III of the device according to FIGS. 3 and 4 comprises a Small iron module 6, a track change module 7, a threshold switching and disposal module 9 and a material supply module 10 '.
the small iron module 6 coincides with the small iron module 6 of the device according to FIGS. 1 and 2. Like there it serves to protect Workers, who are now using the small iron, the new rails 24 attach to the new sleepers 30.
the track change module 7 also coincides with the track change module 7 the previous device. Only the arrangement is now reversed, according to the changed working direction IV, and in the module 7b the small iron is loosened.
the threshold supply and disposal module 9 also includes one here Transfer car 27, a sleeper car 28 and gantry cranes 28a.
a existing track system with ballast bedding 15 and sleepers 29 all Types of construction skillfully renewed in one operation or for a conversion into a solid carriageway using various construction methods be prepared until the lower base layer is produced.
the Part of the device can also be built in a second step to replace the old track 18 with a new track 25 can be used.
the modular design means that Device can be adapted to the respective needs. The costs remain comparatively small.
the device according to the invention also has the advantage that the and removal of materials including old and new sleepers 29, 30 at least predominantly on the construction track without impairment of operation in the neighboring track.
materials including old and new sleepers 29, 30 at least predominantly on the construction track without impairment of operation in the neighboring track.
Mostly through transportation Construction roads running parallel to the track can be carried by rail saved and truck traffic at least reduced. Fewer construction site areas are required and the environmental impact is significantly reduced.
By refurbishing the expanded Materials are disposal costs for existing materials as well as corresponding Transport services saved. Through the track-bound Transport also occur less weather-related interruptions of the workflow.

Landscapes

Engineering & Computer Science (AREA)
Architecture (AREA)
Civil Engineering (AREA)
Structural Engineering (AREA)
Machines For Laying And Maintaining Railways (AREA)
Vehicle Body Suspensions (AREA)
Power Steering Mechanism (AREA)
Lift-Guide Devices, And Elevator Ropes And Cables (AREA)

EP01104060A 2000-02-25 2001-02-20 Dispositif de rénovation ou de renouvellement d'une voie ferrée Expired - Lifetime EP1127980B1 (fr)

Applications Claiming Priority (2)

Application Number	Priority Date	Filing Date	Title
DE10008986A DE10008986A1 (de)	2000-02-25	2000-02-25	Verfahren zur Erneuerung oder zum Umbau einer Gleisanlage und Vorrichtung hierfür
DE10008986		2000-02-25

Publications (3)

Publication Number	Publication Date
EP1127980A2 true EP1127980A2 (fr)	2001-08-29
EP1127980A3 EP1127980A3 (fr)	2003-05-07
EP1127980B1 EP1127980B1 (fr)	2006-06-07

Family

ID=7632455

Family Applications (1)

Application Number	Title	Priority Date	Filing Date
EP01104060A Expired - Lifetime EP1127980B1 (fr)	2000-02-25	2001-02-20	Dispositif de rénovation ou de renouvellement d'une voie ferrée

Country Status (3)

Country	Link
EP (1)	EP1127980B1 (fr)
AT (1)	ATE329088T1 (fr)
DE (2)	DE10008986A1 (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
EP1605099A1 (fr) *	2004-06-07	2005-12-14	Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.	Méthode de transformation d'un chemin de fer avec ballast en chemin de fer sans ballast
WO2008154986A1 (fr) *	2007-06-19	2008-12-24	Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh	Machine de réception et de logement de petit matériel d'une voie et procédé associé
EP1939354A3 (fr) *	2006-12-18	2009-05-20	GSG Knape Gleissanierung GmbH	Procédé et dispositif destinés à la fabrication ou au renouvellement d'une voie ferrée ballastée
FR2960006A1 (fr) *	2010-05-17	2011-11-18	Delcourt Ferroviaire Dfc	Procede et trains de renouvellement complet de voie ferree.
WO2013045019A1 (fr) *	2011-09-29	2013-04-04	Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh	Procédé de rénovation du lit de ballast d'une voie
WO2014076160A1 (fr) *	2012-11-15	2014-05-22	K & K Maschinenentwicklungs Gmbh & Co. Kg	Système de transport ferroviaire pour engin de construction de voie ferrée
WO2015015074A1 (fr) *	2013-08-01	2015-02-05	Etf	Wagon de traitement du ballast et procede de renouvellement de ballast et de traverses
EP2559812A3 (fr) *	2011-08-19	2016-08-17	Knape Gruppe Holding GmbH	Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
AT316614B (de) *	1969-10-07	1974-07-25	Plasser Bahnbaumasch Franz	Fahrbare Einrichtungen zum kontinuierlichen Auswechseln bzw. Erneuern der Schienen und der Schwellen eines Gleises
CH620005A5 (fr) *	1978-04-19	1980-10-31	Scheuchzer Auguste Les Fils D
EP0255564B1 (fr) *	1986-07-25	1989-07-19	Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.	Machine pour remplacer ou rénover respectivement les rails et les traverses d'une voie existante
DE3641917A1 (de) *	1986-12-09	1988-06-16	Unbehaun Olaf	Bettungsreinigungsmaschine fuer gleisanlagen
AT398096B (de) *	1992-04-29	1994-09-26	Plasser Bahnbaumasch Franz	Anlage zur kontinuierlichen sanierung einer schotterbettung eines gleises
DE4339833C2 (de) *	1993-11-23	1996-04-18	Euka Bauelemente Verkaufsgesel	Baumaschine für den Neu- bzw. Ausbau oder Rückbau von befestigten Verkehrswegen
DE19755602A1 (de) *	1996-12-18	1998-06-25	Heitkamp Gmbh Bau	Oberbau für Eisenbahngleise
DE19833521A1 (de) *	1998-07-25	2000-01-27	Weiss Gmbh & Co Leonhard	Verfahren zum Aufarbeiten von aus Bahngleisen ausgehobenem Schotter

2000
- 2000-02-25 DE DE10008986A patent/DE10008986A1/de not_active Ceased
2001
- 2001-02-20 DE DE50109988T patent/DE50109988D1/de not_active Expired - Lifetime
- 2001-02-20 EP EP01104060A patent/EP1127980B1/fr not_active Expired - Lifetime
- 2001-02-20 AT AT01104060T patent/ATE329088T1/de active

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
EP1605099A1 (fr) *	2004-06-07	2005-12-14	Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.	Méthode de transformation d'un chemin de fer avec ballast en chemin de fer sans ballast
EP1939354A3 (fr) *	2006-12-18	2009-05-20	GSG Knape Gleissanierung GmbH	Procédé et dispositif destinés à la fabrication ou au renouvellement d'une voie ferrée ballastée
WO2008154986A1 (fr) *	2007-06-19	2008-12-24	Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh	Machine de réception et de logement de petit matériel d'une voie et procédé associé
US7966938B2 (en)	2007-06-19	2011-06-28	Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H.	Machine for picking up and storing rail fastenings of a track, and a method
FR2960006A1 (fr) *	2010-05-17	2011-11-18	Delcourt Ferroviaire Dfc	Procede et trains de renouvellement complet de voie ferree.
EP2559812A3 (fr) *	2011-08-19	2016-08-17	Knape Gruppe Holding GmbH	Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées
EA025316B1 (ru) *	2011-09-29	2016-12-30	Франц Плассер Банбаумашинен - Индустригезельшафт Мбх	Способ восстановления щебёночного балласта рельсового пути
CN103814176B (zh) *	2011-09-29	2016-07-20	弗兰茨普拉塞铁路机械工业股份有限公司	用于整理轨道的碎石道床的方法
CN103814176A (zh) *	2011-09-29	2014-05-21	弗兰茨普拉塞铁路机械工业股份有限公司	用于整理轨道的碎石道床的方法
WO2013045019A1 (fr) *	2011-09-29	2013-04-04	Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh	Procédé de rénovation du lit de ballast d'une voie
WO2014076160A1 (fr) *	2012-11-15	2014-05-22	K & K Maschinenentwicklungs Gmbh & Co. Kg	Système de transport ferroviaire pour engin de construction de voie ferrée
AU2013346824B2 (en) *	2012-11-15	2017-12-07	K & K Maschinenentwicklungs Gmbh & Co. Kg	Rail-bound transportation system for a track building machine
US9856609B2 (en) *	2012-11-15	2018-01-02	K & K Maschinenentwicklungs Ghbm & Co. Kg	Rail-bound transportation system for a track building machine
EA032594B1 (ru) *	2012-11-15	2019-06-28	К Унд К Машиненэнтвиклунгс Гмбх Унд Ко. Кг	Способ ремонта железнодорожного пути
WO2015015074A1 (fr) *	2013-08-01	2015-02-05	Etf	Wagon de traitement du ballast et procede de renouvellement de ballast et de traverses
FR3009316A1 (fr) *	2013-08-01	2015-02-06	Etf	Wagon de traitement du ballast et procede de renouvellement de ballast et de traverses.

Also Published As

Publication number	Publication date
EP1127980B1 (fr)	2006-06-07
EP1127980A3 (fr)	2003-05-07
DE50109988D1 (de)	2006-07-20
ATE329088T1 (de)	2006-06-15
DE10008986A1 (de)	2001-08-30

Legal Events

Date	Code	Title	Description
2001-07-13	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
2001-08-29	AK	Designated contracting states	Kind code of ref document: A2 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR
2001-08-29	AX	Request for extension of the european patent	Free format text: AL;LT;LV;MK;RO;SI
2003-03-21	PUAL	Search report despatched	Free format text: ORIGINAL CODE: 0009013
2003-05-07	AK	Designated contracting states	Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR
2003-05-07	AX	Request for extension of the european patent	Extension state: AL LT LV MK RO SI
2004-01-02	17P	Request for examination filed	Effective date: 20031030
2004-01-28	17Q	First examination report despatched	Effective date: 20031209
2004-01-28	AKX	Designation fees paid	Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR
2005-11-16	RTI1	Title (correction)	Free format text: APPARATUS FOR REPLACEMENT OR RENEWAL OF A RAILWAY TRACK
2005-11-25	GRAP	Despatch of communication of intention to grant a patent	Free format text: ORIGINAL CODE: EPIDOSNIGR1
2006-04-25	GRAS	Grant fee paid	Free format text: ORIGINAL CODE: EPIDOSNIGR3
2006-05-05	GRAA	(expected) grant	Free format text: ORIGINAL CODE: 0009210
2006-06-07	AK	Designated contracting states	Kind code of ref document: B1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR
2006-06-07	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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED. Effective date: 20060607 Ref country code: IE 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: 20060607 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: 20060607 Ref country code: GB 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: 20060607 Ref country code: FI 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: 20060607
2006-06-07	REG	Reference to a national code	Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH
2006-06-15	REG	Reference to a national code	Ref country code: CH Ref legal event code: EP
2006-07-12	REG	Reference to a national code	Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN
2006-07-20	REF	Corresponds to:	Ref document number: 50109988 Country of ref document: DE Date of ref document: 20060720 Kind code of ref document: P
2006-09-07	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: DK 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: 20060907 Ref country code: SE 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: 20060907
2006-09-18	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: ES 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: 20060918
2006-11-07	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: PT 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: 20061107
2006-12-01	NLV1	Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
2007-01-03	GBV	Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]	Effective date: 20060607
2007-01-05	ET	Fr: translation filed
2007-02-21	REG	Reference to a national code	Ref country code: IE Ref legal event code: FD4D
2007-02-28	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070228 Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070228 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070228
2007-04-13	PLBE	No opposition filed within time limit	Free format text: ORIGINAL CODE: 0009261
2007-04-13	STAA	Information on the status of an ep patent application or granted ep patent	Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT
2007-05-16	26N	No opposition filed	Effective date: 20070308
2007-10-15	REG	Reference to a national code	Ref country code: CH Ref legal event code: PL
2007-12-31	BERE	Be: lapsed	Owner name: GSG KNAPE GLEISSANIERUNG G.M.B.H. Effective date: 20070228
2008-01-02	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070228
2009-08-31	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: 20070220 Ref country code: CY 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: 20060607
2009-09-30	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: TR 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: 20060607
2011-07-29	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: GR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070228
2012-04-30	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: FR Payment date: 20120227 Year of fee payment: 12
2012-06-29	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: IT Payment date: 20120223 Year of fee payment: 12
2013-03-20	REG	Reference to a national code	Ref country code: DE Ref legal event code: R082 Ref document number: 50109988 Country of ref document: DE Representative=s name: MANITZ, FINSTERWALD & PARTNER GBR, DE
2013-05-08	REG	Reference to a national code	Ref country code: DE Ref legal event code: R082 Ref document number: 50109988 Country of ref document: DE Representative=s name: MANITZ, FINSTERWALD & PARTNER GBR, DE Effective date: 20130320 Ref country code: DE Ref legal event code: R081 Ref document number: 50109988 Country of ref document: DE Owner name: KNAPE GRUPPE HOLDING GMBH, DE Free format text: FORMER OWNER: GSG KNAPE GLEISSANIERUNG GMBH, 85737 ISMANING, DE Effective date: 20130320
2013-11-22	REG	Reference to a national code	Ref country code: FR Ref legal event code: ST Effective date: 20131031
2013-12-31	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: 20130220
2014-01-31	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: 20130228
2015-05-29	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: AT Payment date: 20150219 Year of fee payment: 15
2015-07-31	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: DE Payment date: 20150429 Year of fee payment: 15
2016-09-01	REG	Reference to a national code	Ref country code: DE Ref legal event code: R119 Ref document number: 50109988 Country of ref document: DE
2016-10-15	REG	Reference to a national code	Ref country code: AT Ref legal event code: MM01 Ref document number: 329088 Country of ref document: AT Kind code of ref document: T Effective date: 20160220
2016-11-30	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160220
2017-01-31	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160901

Publication	Publication Date	Title
EP0681062B1 (fr)	2000-03-22	Installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée
EP0255564B1 (fr)	1989-07-19	Machine pour remplacer ou rénover respectivement les rails et les traverses d'une voie existante
DE3227725A1 (de)	1983-07-07	Fahrbare anlage und verfahren zur kontinuierlich fortschreitenden sanierung des gleisunterbaues
EP2025810B1 (fr)	2010-08-04	Machine de nettoyage de voie ferrée dotée d'une excavation à triple séparation
EP0712961B1 (fr)	1998-06-10	Procédé et installation pour l'assainissement de l'infrastructure du ballast d'une voie ferrée
AT398097B (de)	1994-09-26	Anlage zur herstellung einer planumschutzschichte
EP1172481B1 (fr)	2005-09-14	Machine de renouvellement d'une voie ferrée
EP2231927B1 (fr)	2012-04-18	Véhicule ferroviaire pour la rénovation d'infrastructure d'une voie
EP1253248B1 (fr)	2006-05-03	Méthode et machine pour nettoyer le ballast
EP1127980B1 (fr)	2006-06-07	Dispositif de rénovation ou de renouvellement d'une voie ferrée
DE202008003589U1 (de)	2009-07-30	Gleiswegsanierungsmaschine mit Tragschichtfräse
DE10133246A1 (de)	2003-01-23	Verfahren zum Umbau einer Schotter-Gleisanlage in eine nach Art einer festen Fahrbahn aufgebaute Gleisanlage
DE19848655B4 (de)	2009-09-17	Sanierung von Festen Fahrbahnen
DD253267A5 (de)	1988-01-13	Fahrbare anlage zur kontinuierlichen erneuerung der schienen und schwellen eines gleises
AT520040B1 (de)	2021-01-15	Schienenfahrzeug zur Gleisoberbausanierung
EP2166152B1 (fr)	2016-06-01	Procédé et dispositif d'amélioration ou de réparation d'installations de voies ferrées
DE102007038461B4 (de)	2013-06-13	Verfahren zur Sanierung einer Schienenfahrbahn und zugehörige Schienenfahrbahn
DD154226A5 (de)	1982-03-03	Verfahren und vorrichtung zur untergrundsarnierung von eisenbahngleisen
EP4308761A1 (fr)	2024-01-24	Procédé de nettoyage du lit de ballast d'une voie ferrée
DE69609928T2 (de)	2001-03-22	Verfahren zur Erneuerung von Gleisanlagen
WO2023067535A1 (fr)	2023-04-27	Rail pour véhicules ferroviaires sur voie et son procédé de montage
EP1300516A2 (fr)	2003-04-09	Dispositif et méthode pour enlever le substrat de la voie ferrée
EP2122056A1 (fr)	2009-11-25	Dispositif pour le démontage et le transport du ballast de voie
DE19529023A1 (de)	1997-01-30	Verfahren und Fahrzeug zur Unterbausanierung unter einer befestigten Verkehrsfläche, insbesondere eines Eisenbahngleises
EP2235263A1 (fr)	2010-10-06	Dispositif de transport de matériaux de construction pour l'infrastructure et/ou la superstructure d'une voie de circulation