EP2166152A1 - Method and device for improving or repairing track systems - Google Patents
Method and device for improving or repairing track systems Download PDFInfo
- Publication number
- EP2166152A1 EP2166152A1 EP08016634A EP08016634A EP2166152A1 EP 2166152 A1 EP2166152 A1 EP 2166152A1 EP 08016634 A EP08016634 A EP 08016634A EP 08016634 A EP08016634 A EP 08016634A EP 2166152 A1 EP2166152 A1 EP 2166152A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- substructure
- new
- ballast
- mixed zone
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 18
- 239000000463 material Substances 0.000 claims abstract description 80
- 238000009434 installation Methods 0.000 claims description 9
- 239000002689 soil Substances 0.000 claims description 7
- 238000012545 processing Methods 0.000 claims description 6
- 239000000654 additive Substances 0.000 claims description 5
- 239000007788 liquid Substances 0.000 claims description 5
- 239000007787 solid Substances 0.000 claims description 5
- 230000007704 transition Effects 0.000 claims description 5
- 238000009412 basement excavation Methods 0.000 claims description 2
- 238000012958 reprocessing Methods 0.000 claims description 2
- 230000002528 anti-freeze Effects 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000010348 incorporation Methods 0.000 description 2
- SEQDDYPDSLOBDC-UHFFFAOYSA-N Temazepam Chemical compound N=1C(O)C(=O)N(C)C2=CC=C(Cl)C=C2C=1C1=CC=CC=C1 SEQDDYPDSLOBDC-UHFFFAOYSA-N 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000006735 deficit Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
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
Definitions
- the present invention relates to a method for improving or repairing track systems with a substructure and a ballast bed as a superstructure comprising the steps of: removing the ballast of the ballast bed, removing the material of the substructure to a desired depth, if necessary producing a new Erdplanums, installation of a new Substructure, making a new ballast bed.
- the present invention relates to a device for improving or repairing track systems with a substructure and a ballast bed as a superstructure with a first excavating device, in particular Aushubkette, for removing the ballast, a second excavating device, in particular Aushubkette, for removing substructure material, if necessary, a device for producing a new earth bank, means for installing a new substructure and means for producing a new ballast bed.
- the removed material of the substructure is, however, transported away and disposed of.
- the new substructure is made with new material.
- the landfill of the old material is expensive, since it is at least partially polluted material.
- the use of new material also leads to landscape consumption.
- the processing of the removed ballast for reuse is carried out in known methods and devices by screening plants, ie by separation of the gravel shares depending on the grain size.
- gravel with a grain size> 30 mm is reused, while gravel with smaller grain size and other residues are not reused.
- the reused gravel with grain size> 30 mm is at least partially processed, for example by means of impact crusher and cleaning in a car wash.
- the invention has for its object to provide a method and an apparatus of the type mentioned, which cause less cost and less landscape consumption.
- this object is achieved in that a third excavating device for removing material from a mixing zone in a transition region between old ballast bed and old substructure and means for installing the developed mixed zone material are provided as part of the newly produced substructure.
- the developed mixed zone material is preferably deposited directly on the remaining substructure or the new Erdplanum and installed there, in particular as a base course.
- the removal and replacement of the mixing zone material can be done very easily.
- the mixing zone material is reinstalled unchanged.
- the mixed zone material is often ready for replacement. This can be particularly promoted by the fact that the height of the intermediate layer to be removed according to an embodiment of the invention is determined depending on the results of a previously carried out soil examination. Elaborate cleaning or treatment work can be omitted.
- the excavated ballast is at least partially processed and reinstalled.
- the costs and the amount of material to be removed and disposed of can thereby be reduced.
- the processing residues of the ballast are also reinstalled.
- the treatment residues are preferably applied to the reincorporated mixed zone material and more preferably mixed with this.
- the mixing zone material can be reused a further amount of material from the old track system for the new track system. The costs and the already mentioned transport and landfill services can thereby be further reduced.
- the mixing of the treatment residues with the mixed zone material results in a good quality of the built-in layer, which can serve in particular as a layer protection layer or antifreeze layer.
- the rebuilt mixed zone material also additives in liquid and / or solid form, in particular powdered form can be added. As a result, the properties of the rebuilt mixed zone material can also be improved.
- the total thickness of the new substructure required according to the respective soil condition and the soil assessment is achieved in particular by feeding, installation and compaction of new material.
- the new substructure can be constructed in one or more layers, in particular two-layered, in order to allow sufficient compression in particular with large overall thickness.
- the removed material of the substructure is in particular completely removed and disposed of according to an embodiment of the invention.
- the material is usually not suitable for reinstallation. By the appropriate supply of new material, therefore, a good quality of the new substructure can be achieved.
- the incorporated material in particular the mixing zone material and / or the treatment residues and / or the new substructure material, are preferably leveled and / or compacted. As a result, the quality of the respective layer can be increased.
- At least a part, but preferably all process steps are carried out with existing track linkage. Removal of the track linkage is thereby eliminated. Also, the supply and removal of the materials can advantageously be done via the track. The costs and an impairment of a possible neighboring track can be reduced.
- the material can be removed from the mixing zone.
- a Aushubkette be provided, as it is also used for the expansion of the ballast and the substructure material.
- a cutting plate for expanding the mixed zone material. This can be arranged in particular above the Aushubkette for the material of the substructure. With such a cutting plate, it is particularly advantageous possible to store the developed mixed zone material directly on the remaining substructure or the new Erdplanum. A separate conveyor is not required for this purpose.
- the cutting plate is controllable to adjust the height of the developed mixing zone.
- a device for processing the ballast and a conveying device for conveying the processed ballast to the bulkhead installation device can be designed in particular in a conventional manner.
- a corresponding conveying and installation device is preferably used for conveying and installing at least a portion of the treatment residues on the rebuilt mixed zone material.
- a mixing device for mixing the treatment residues with the mixing zone material is provided, in particular a harrow or spiked roller.
- This may be the property of this layer be improved from rebuilt material.
- a further improvement may result from the addition of additives of solid or liquid form, in particular pulverized form, for which corresponding agents are provided in the device.
- the feeding of new material to the installation device for the substructure via a supply device which may also be formed in a conventional manner.
- the discharge device for the removed substructure material can also be constructed in a conventional manner.
- the device preferably comprises a compressor and / or a leveling device, in particular a dozer blade. With this the different layers can be compacted and leveled.
- the device according to the invention can be designed and used as a separate device or as an additional module of an existing device, in particular a conventional tarmac improvement machine. It is also preferably designed to be able to travel by rail and has means for carrying out and evaluating soil examinations.
- Fig. 1 In the lower part of Fig. 1 is a track 1 with rails 2 and 3 thresholds shown, but only one rail 2 can be seen in the lower left area, the old, to be renewed track system is shown, and in the right lower area the new track system produced according to the invention.
- the old track system comprises a ballast layer 4, in which the track 1 is embedded.
- the substructure 5 below the ballast layer 4 is the substructure 5.
- a mixing zone 6 In the transition region between the ballast layer 4 and the substructure 5 is a mixing zone 6, the strength of which is determined in advance by a soil examination in particular.
- the mixing zone 6 consists in particular of crushed ballast or gravel abrasion and material of the old substructure.
- the strength of the mixing zone can be, for example, 10 cm.
- the old ballast of the ballast layer 4 is removed by means of a receiving chain known type, which is not shown here. Usually, such a lifting chain on scratch fingers and a receiving beam for transporting the removed material.
- the material of the mixing zone 6 can also be removed with such a Aushubkette. Preference is given to the use of a cutting plate 12, which is adjustable according to the strength of the mixing zone 6 to be removed.
- a third recording chain the material of the substructure 5 is removed to a desired depth.
- the removed material of the substructure 5 is removed via the track 1, optionally transferred to trucks and disposed of in landfills.
- the removed material of the mixing zone 6 is applied directly and preferably untreated to the remaining substructure or a newly created Erdplanum 7 and forms there a layer 8.
- the developed old ballast 4 'of the ballast bed 4 is processed in the apparatus, the treatment also in a conventional manner can be done with known facilities.
- the resulting processing residues are applied to the layer 8 of material of the mixing zone 6 and preferably mixed with this material. For this harrows or spiked rollers 13 are provided.
- the applied layer of treatment residues is marked 9.
- new substructure material is installed on this layer 9 .
- the installation takes place in such a thickness that, together with the layers 8 and 9 or the mixed layer formed therefrom, the desired overall thickness of the substructure results.
- the layer of built-in virgin material is marked with 10.
- the new substructure may comprise a tarmac layer and / or an antifreeze layer.
- each additive can be introduced in solid or liquid form.
- a propulsion and / or quantity-controlled metering device can be provided.
- the track 1 is stuffed in the newly prepared ballast layer 11 in a known manner and directed.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
Description
Die vorliegende Erfindung betrifft ein Verfahren zur Verbesserung oder Instandsetzung von Gleisanlagen mit einem Unterbau und einem Schotterbett als Oberbau mit den Schritten: Ausbauen des Schotters des Schotterbetts, Ausbauen des Materials des Unterbaus bis auf eine gewünschte Tiefe, erforderlichenfalls Herstellen eines neuen Erdplanums, Einbau eines neuen Unterbaus, Herstellen eines neuen Schotterbetts.The present invention relates to a method for improving or repairing track systems with a substructure and a ballast bed as a superstructure comprising the steps of: removing the ballast of the ballast bed, removing the material of the substructure to a desired depth, if necessary producing a new Erdplanums, installation of a new Substructure, making a new ballast bed.
Darüber hinaus betrifft die vorliegende Erfindung eine Vorrichtung zur Verbesserung oder Instandsetzung von Gleisanlagen mit einem Unterbau und einem Schotterbett als Oberbau mit einer ersten Aushubeinrichtung, insbesondere Aushubkette, zum Ausbauen des Schotters, einer zweiten Aushubeinrichtung, insbesondere Aushubkette, zum Ausbauen von Unterbaumaterial, erforderlichenfalls einer Einrichtung zum Herstellen eines neuen Erdplanums, einer Einrichtung zum Einbauen eines neuen Unterbaus und einer Einrichtung zum Herstellen eines neuen Schotterbetts.Moreover, the present invention relates to a device for improving or repairing track systems with a substructure and a ballast bed as a superstructure with a first excavating device, in particular Aushubkette, for removing the ballast, a second excavating device, in particular Aushubkette, for removing substructure material, if necessary, a device for producing a new earth bank, means for installing a new substructure and means for producing a new ballast bed.
Bei bisher bekannten Verfahren wird zwar der Schotter teilweise wiederverwendet, das ausgebaute Material des Unterbaus wird jedoch abtransportiert und entsorgt. Der neue Unterbau wird mit Neumaterial hergestellt. Neben dem aufwändigen Transport des ausgebauten Altmaterials und des eingebauten Neumaterials, der überwiegend mit Lastkraftwagen durchgeführt wird, ist die Deponierung des Altmaterials teuer, da es sich zumindest teilweise um schadstoffbelastetes Material handelt. Die Verwendung von Neumaterial führt zudem zu Landschaftsverbrauch.In previously known methods, although the gravel is partially reused, the removed material of the substructure is, however, transported away and disposed of. The new substructure is made with new material. In addition to the complex transport of the old material removed and the installed new material, which is carried out predominantly by trucks, the landfill of the old material is expensive, since it is at least partially polluted material. The use of new material also leads to landscape consumption.
Die Aufbereitung des ausgebauten Schotters zur Wiederverwendung erfolgt bei bekannten Verfahren und Vorrichtungen durch Siebanlagen, also durch Trennung der Schotteranteile in Abhängigkeit der Körnung. Insbesondere wird Schotter mit einer Körnung > 30 mm wiederverwendet, während Schotter mit kleinerer Körnung und sonstige Rückstände nicht wiederverwendet werden. Der wiederverwendete Schotter mit Körnung > 30 mm wird zumindest teilweise aufbereitet, beispielsweise mittels Prallbrecher und Reinigung in einer Waschanlage.The processing of the removed ballast for reuse is carried out in known methods and devices by screening plants, ie by separation of the gravel shares depending on the grain size. In particular, gravel with a grain size> 30 mm is reused, while gravel with smaller grain size and other residues are not reused. The reused gravel with grain size> 30 mm is at least partially processed, for example by means of impact crusher and cleaning in a car wash.
Der Erfindung liegt die Aufgabe zugrunde, ein Verfahren und eine Vorrichtung der eingangs genannten Art anzugeben, die weniger Kosten und weniger Landschaftsverbrauch verursachen.The invention has for its object to provide a method and an apparatus of the type mentioned, which cause less cost and less landscape consumption.
Diese Aufgabe wird bei einem Verfahren der eingangs genannten Art gelöst durch die Schritte:
- separates Ausbauen von Material aus einer Mischzone in einem Übergangsbereich zwischen altem Schotterbett und altem Unterbau, Einbauen des Mischzonenmaterials als Teil des neuen Unterbaus.
- Separate removal of material from a mixing zone in a transition area between old ballast bed and old substructure, incorporation of the mixed zone material as part of the new substructure.
Bei einer Vorrichtung der eingangs genannten Art wird diese Aufgabe dadurch gelöst, dass eine dritte Aushubeinrichtung zum Ausbauen von Material aus einer Mischzone in einem Übergangsbereich zwischen altem Schotterbett und altem Unterbau und eine Einrichtung zum Einbauen des ausgebauten Mischzonenmaterials als Teil des neu hergestellten Unterbaus vorgesehen sind.In a device of the type mentioned above, this object is achieved in that a third excavating device for removing material from a mixing zone in a transition region between old ballast bed and old substructure and means for installing the developed mixed zone material are provided as part of the newly produced substructure.
Durch den separaten Ausbau von Material aus der genannten Mischzone und dem Einbauen des Mischzonenmaterials als Teil des neuen Unterbaus ergibt sich zum einen der Vorteil, dass weniger Altermaterial abtransportiert und entsorgt werden muss, und zum anderen, dass weniger Neumaterial für den Aufbau des neuen Unterbaus benötigt wird. Neben den verringerten Transport- und Entsorgungskosten verringert sich dadurch auch der Landschaftsverbrauch.Due to the separate removal of material from the said mixing zone and the incorporation of the mixed zone material as part of the new substructure results on the one hand the advantage that carries less aging material and on the other hand, that less new material is needed to build the new substructure. In addition to the reduced transport and disposal costs, this also reduces the landscape consumption.
Das ausgebaute Mischzonenmaterial wird bevorzugt direkt auf den verbleibenden Unterbau oder das neue Erdplanum abgelegt und dort eingebaut, insbesondere als Tragschicht. Der Aus- und Wiedereinbau des Mischzonenmaterials kann dadurch besonders einfach erfolgen.The developed mixed zone material is preferably deposited directly on the remaining substructure or the new Erdplanum and installed there, in particular as a base course. The removal and replacement of the mixing zone material can be done very easily.
Weiter bevorzugt wird das Mischzonenmaterial unverändert wieder eingebaut. Das Mischzonenmaterial ist oft für den Wiedereinbau bereits gebrauchsfertig. Dies kann besonders dadurch gefördert werden, dass die Höhe der auszubauenden Zwischenschicht nach einer Ausgestaltung der Erfindung in Abhängigkeit der Ergebnisse einer vorab durchgeführten Bodenuntersuchung festgelegt wird. Aufwändige Reinigungs- oder Aufbereitungsarbeiten können dadurch entfallen.More preferably, the mixing zone material is reinstalled unchanged. The mixed zone material is often ready for replacement. This can be particularly promoted by the fact that the height of the intermediate layer to be removed according to an embodiment of the invention is determined depending on the results of a previously carried out soil examination. Elaborate cleaning or treatment work can be omitted.
Nach einer weiteren Ausgestaltung der Erfindung wird der ausgebaute Schotter zumindest teilweise aufbereitet und wieder eingebaut. In an sich bekannter Weise können dadurch die Kosten und die Menge abzutransportierenden und zu entsorgenden Materials verringert werden.According to a further embodiment of the invention, the excavated ballast is at least partially processed and reinstalled. In a manner known per se, the costs and the amount of material to be removed and disposed of can thereby be reduced.
Bei einer solchen Wiederaufbereitung des Schotters ist es vorteilhaft, wenn mindestens ein Teil der Aufbereitungsrückstände des Schotters ebenfalls wieder eingebaut werden. Die Aufbereitungsrückstände werden dabei bevorzugt auf das wiedereingebaute Mischzonenmaterial aufgebracht und besonders bevorzugt mit diesem vermischt. Neben dem Mischzonenmaterial kann dadurch eine weitere Materialmenge aus der alten Gleisanlage für die neue Gleisanlage wiederverwendet werden. Die Kosten und die bereits erwähnten Transport- und Deponieleistungen können dadurch weiter reduziert werden. Durch die Vermischung der Aufbereitungsrückstände mit dem Mischzonenmaterial ergibt sich eine gute Beschaffenheit der eingebauten Schicht, die insbesondere als Planumsschutzschicht oder Frostschutzschicht dienen kann.In such a reprocessing of the ballast, it is advantageous if at least a portion of the processing residues of the ballast are also reinstalled. The treatment residues are preferably applied to the reincorporated mixed zone material and more preferably mixed with this. In addition to the mixing zone material can be reused a further amount of material from the old track system for the new track system. The costs and the already mentioned transport and landfill services can thereby be further reduced. The mixing of the treatment residues with the mixed zone material results in a good quality of the built-in layer, which can serve in particular as a layer protection layer or antifreeze layer.
Dem wiedereingebauten Mischzonenmaterial können auch Zusatzstoffe in flüssiger und/oder fester Form, insbesondere pulverisierter Form beigefügt werden. Dadurch können die Eigenschaften des wieder eingebauten Mischzonenmaterials ebenfalls verbessert werden.The rebuilt mixed zone material also additives in liquid and / or solid form, in particular powdered form can be added. As a result, the properties of the rebuilt mixed zone material can also be improved.
Die nach der jeweiligen Bodenbeschaffenheit und dem Bodengutachten erforderliche Gesamtstärke des neuen Unterbaus wird insbesondere durch Zuführung, Einbau und Verdichtung von Neumaterial erreicht. Der neue Unterbau kann dabei ein- oder mehrlagig, insbesondere zweilagig aufgebaut sein, um insbesondere bei großer Gesamtstärke eine ausreichende Verdichtung zu ermöglichen.The total thickness of the new substructure required according to the respective soil condition and the soil assessment is achieved in particular by feeding, installation and compaction of new material. The new substructure can be constructed in one or more layers, in particular two-layered, in order to allow sufficient compression in particular with large overall thickness.
Das ausgebaute Material des Unterbaus wird gemäß einer Ausgestaltung der Erfindung insbesondere vollständig abtransportiert und entsorgt. Das Material ist in der Regel für den Wiedereinbau nicht geeignet. Durch die entsprechende Zuführung von Neumaterial kann daher eine gute Qualität des neuen Unterbaus erreicht werden.The removed material of the substructure is in particular completely removed and disposed of according to an embodiment of the invention. The material is usually not suitable for reinstallation. By the appropriate supply of new material, therefore, a good quality of the new substructure can be achieved.
Das eingebaute Material, insbesondere das Mischzonenmaterial und/oder die Aufbereitungsrückstände und/oder das neue Unterbaumaterial werden bevorzugt planiert und/oder verdichtet. Dadurch kann die Qualität der jeweiligen Schicht erhöht werden.The incorporated material, in particular the mixing zone material and / or the treatment residues and / or the new substructure material, are preferably leveled and / or compacted. As a result, the quality of the respective layer can be increased.
Nach einer Ausgestaltung der Erfindung werden mindestens ein Teil, bevorzugt jedoch alle Verfahrensschritte bei vorhandenem Gleisgestänge durchgeführt. Ein Entfernen des Gleisgestänges entfällt dadurch. Auch kann der An- und Abtransport der Materialien vorteilhaft über das Gleis erfolgen. Die Kosten und eine Beeinträchtigung eines möglichen Nachbargleises können dadurch reduziert werden.According to one embodiment of the invention, at least a part, but preferably all process steps are carried out with existing track linkage. Removal of the track linkage is thereby eliminated. Also, the supply and removal of the materials can advantageously be done via the track. The costs and an impairment of a possible neighboring track can be reduced.
Mit der dritten Aushubeinrichtung der erfindungsgemäßen Vorrichtung kann das Material aus der Mischzone ausgebaut werden. Hierfür kann eine Aushubkette vorgesehen sein, wie sie auch für den Ausbau des Schotters und des Unterbaumaterials verwendet wird. Besonders bevorzugt ist die Verwendung eines Schneidblechs zum Ausbau des Mischzonenmaterials. Dieses kann insbesondere oberhalb der Aushubkette für das Material des Unterbaus angeordnet sein. Mit einem solchen Schneidblech ist es besonders vorteilhaft möglich, das ausgebaute Mischzonenmaterial direkt auf den verbleibenden Unterbau oder das neue Erdplanum abzulegen. Eine separate Fördereinrichtung ist hierfür nicht erforderlich. Besonders bevorzugt ist das Schneidblech steuerbar, um die Höhe der ausgebauten Mischzone einzustellen.With the third excavation device of the device according to the invention, the material can be removed from the mixing zone. For this purpose, a Aushubkette be provided, as it is also used for the expansion of the ballast and the substructure material. Particularly preferred is the use of a cutting plate for expanding the mixed zone material. This can be arranged in particular above the Aushubkette for the material of the substructure. With such a cutting plate, it is particularly advantageous possible to store the developed mixed zone material directly on the remaining substructure or the new Erdplanum. A separate conveyor is not required for this purpose. Particularly preferably, the cutting plate is controllable to adjust the height of the developed mixing zone.
Eine Einrichtung zur Aufbereitung des Schotters und eine Fördereinrichtung zum Fördern des aufbereiteten Schotters zur Schottereinbaueinrichtung können insbesondere in herkömmlicher Weise ausgebildet sein. Eine entsprechende Förder- und Einbaueinrichtung dient bevorzugt zum Fördern und Einbauen mindestens eines Teils der Aufbereitungsrückstände auf dem wiedereingebauten Mischzonenmaterial.A device for processing the ballast and a conveying device for conveying the processed ballast to the bulkhead installation device can be designed in particular in a conventional manner. A corresponding conveying and installation device is preferably used for conveying and installing at least a portion of the treatment residues on the rebuilt mixed zone material.
Weiter bevorzugt ist eine Mischeinrichtung zum Mischen der Aufbereitungsrückstände mit dem Mischzonenmaterial vorgesehen, insbesondere eine Egge oder Stachelwalze. Dadurch kann die Eigenschaft dieser Schicht aus wiedereingebautem Material verbessert werden. Eine weitere Verbesserung kann sich durch die Zugabe von Zusatzstoffen fester oder flüssiger Form, insbesondere pulverisierter Form ergeben, für die entsprechende Mittel in der Vorrichtung vorgesehen sind.More preferably, a mixing device for mixing the treatment residues with the mixing zone material is provided, in particular a harrow or spiked roller. This may be the property of this layer be improved from rebuilt material. A further improvement may result from the addition of additives of solid or liquid form, in particular pulverized form, for which corresponding agents are provided in the device.
Das Zuführen von neuem Material zur Einbaueinrichtung für den Unterbau erfolgt über eine Zufuhreinrichtung, die ebenfalls in herkömmlicher Weise ausgebildet sein kann. Auch die Abfuhreinrichtung für das ausgebaute Unterbaumaterial kann in herkömmlicher Weise aufgebaut sein.The feeding of new material to the installation device for the substructure via a supply device, which may also be formed in a conventional manner. The discharge device for the removed substructure material can also be constructed in a conventional manner.
Weiter umfasst die Vorrichtung bevorzugt einen Verdichter und/oder eine Planiereinrichtung, insbesondere ein Planierschild. Mit diesem können die verschiedenen Schichten verdichtet und planiert werden.Furthermore, the device preferably comprises a compressor and / or a leveling device, in particular a dozer blade. With this the different layers can be compacted and leveled.
Die erfindungsgemäße Vorrichtung kann als separate Vorrichtung ausgebildet sein und eingesetzt werden oder als Zusatzmodul einer bestehenden Vorrichtung, insbesondere einer herkömmlichen Planumsverbesserungsmaschine. Sie ist außerdem bevorzugt gleisfahrbar ausgebildet und weist Mittel zur Durchführung und Auswertung von Bodenuntersuchungen auf.The device according to the invention can be designed and used as a separate device or as an additional module of an existing device, in particular a conventional tarmac improvement machine. It is also preferably designed to be able to travel by rail and has means for carrying out and evaluating soil examinations.
Ein Ausführungsbeispiel der Erfindung ist in der Zeichnung dargestellt und wird nachfolgend beschrieben.An embodiment of the invention is illustrated in the drawing and will be described below.
- Fig. 1Fig. 1
- eine Systemskizze zum erfindungsgemäßen Verfahren.a system sketch for the method according to the invention.
Im unteren Bereich von
Die alte Gleisanlage umfasst eine Schotterschicht 4, in welche das Gleis 1 eingebettet ist. Unterhalb der Schotterschicht 4 befindet sich der Unterbau 5. Im Übergangsbereich zwischen der Schotterschicht 4 und dem Unterbau 5 befindet sich eine Mischzone 6, deren Stärke insbesondere durch eine Bodenuntersuchung vorab bestimmt wird. Die Mischzone 6 besteht dabei insbesondere aus zerkleinertem Schotter bzw. Schotterabrieb und Material des alten Unterbaus. Die Stärke der Mischzone kann beispielsweise 10 cm betragen.The old track system comprises a ballast layer 4, in which the
Der Altschotter der Schotterschicht 4 wird mittels einer Aufnahmekette bekannter Bauart ausgebaut, die hier nicht dargestellt ist. Üblicherweise weist eine solche Aushubkette Kratzerfinger und einen Aufnahmebalken zum Transport des ausgebauten Materials auf. Das Material der Mischzone 6 kann ebenfalls mit einer solchen Aushubkette ausgebaut werden. Bevorzugt ist die Verwendung eines Schneidbleches 12, welches entsprechend der auszubauenden Stärke der Mischzone 6 einstellbar ist. Mit einer dritten Aufnahmekette wird das Material des Unterbaus 5 bis auf eine gewünschte Tiefe ausgebaut.The old ballast of the ballast layer 4 is removed by means of a receiving chain known type, which is not shown here. Usually, such a lifting chain on scratch fingers and a receiving beam for transporting the removed material. The material of the mixing zone 6 can also be removed with such a Aushubkette. Preference is given to the use of a cutting
Das ausgebaute Material des Unterbaus 5 wird über das Gleis 1 abtransportiert, gegebenenfalls auf Lastkraftwagen umgeladen und auf Deponien entsorgt. Das ausgebaute Material der Mischzone 6 wird unmittelbar und bevorzugt unbehandelt auf den verbleibenden Unterbau oder ein neu geschaffenes Erdplanum 7 aufgebracht und bildet dort eine Schicht 8. Der ausgebaute Altschotter 4' des Schotterbetts 4 wird in der Vorrichtung aufbereitet, wobei die Aufbereitung ebenfalls in herkömmlicher Weise mit bekannten Einrichtungen erfolgen kann. Die dabei entstehenden Aufbereitungsrückstände werden auf die Schicht 8 aus Material der Mischzone 6 aufgebracht und bevorzugt mit diesem Material vermischt. Hierfür sind Eggen oder Stachelwalzen 13 vorgesehen. Die aufgebrachte Schicht aus Aufbereitungsrückständen ist mit 9 gekennzeichnet.The removed material of the substructure 5 is removed via the
Auf dieser Schicht 9 wird dann neues Unterbaumaterial eingebaut. Der Einbau erfolgt in einer solchen Stärke, dass sich zusammen mit den Schichten 8 und 9 bzw. der aus dieser gebildeten Mischschicht die gewünschte Gesamtstärke des Unterbaus ergibt. Die Schicht aus eingebautem Neumaterial ist mit 10 gekennzeichnet. Der neue Unterbau kann eine Planumsschutzschicht und/oder eine Frostschutzschicht umfassen.On this layer 9 then new substructure material is installed. The installation takes place in such a thickness that, together with the
Auf dem fertiggestellten Unterbau 8, 9, 10 wird sodann der aufbereitete Altschotter eingebaut und dadurch eine neue Schotterschicht 11 gebildet. Die Schichten 8, 9 und 10 werden jeweils bevorzugt verdichtet und planiert. Außerdem können jeweils Zusatzstoffe in fester oder flüssiger Form eingebracht werden. Hierfür kann eine vortriebs- und/oder mengengesteuerte Dosiereinrichtung vorgesehen sein. Schließlich wird das Gleis 1 in der neu hergestellten Schotterschicht 11 in bekannter Weise gestopft und gerichtet.On the finished
- 11
- Gleistrack
- 22
- Schienerail
- 33
- Schwellethreshold
- 44
- alte Schotterschichtold gravel layer
- 4'4 '
- Altschotterold ballast
- 55
- Unterbausubstructure
- 66
- Mischzonemixing zone
- 77
- neues Erdplanumnew earth planum
- 88th
- Schicht aus MischzonenmaterialLayer of mixed zone material
- 99
- Schicht aus AufbereitungsrückständenLayer of treatment residues
- 1010
- Schicht aus neuem UnterbaumaterialLayer of new substructure material
- 1111
- neue Schotterschichtnew gravel layer
- 1212
- Schneidblechcutting sheet metal
- 1313
- Eggen oder StachelwalzeHarrows or spiked rollers
- 1414
- Verdichter/PlaniererCompressor / Leveler
Claims (15)
gekennzeichnet durch die Schritte:
characterized by the steps:
dadurch gekennzeichnet, dass
das Mischzonenmaterial direkt auf den verbleibenden alten Unterbau oder das neue Erdplanum (7) abgelegt und dort als Teil (8) des neuen Unterbaus (8, 9, 10) eingebaut wird, insbesondere als Tragschicht und/oder dass das ausgebaute Mischzonenmaterial unverändert wieder eingebaut wird.Method according to claim 1,
characterized in that
the mixed zone material is deposited directly on the remaining old substructure or the new Erdplanum (7) and installed there as part (8) of the new substructure (8, 9, 10), in particular as a support layer and / or that the developed mixed zone material is reinstalled unchanged ,
dadurch gekennzeichnet, dass
zumindest ein Teil des ausgebauten Schotters (4') aufbereitet und wieder eingebaut wird, wobei bevorzugt mindestens ein Teil der Aufbereitungsrückstände des Schotters (4') als Teil (9) des neuen Unterbaus (8, 9, 10) wieder eingebaut wird.Method according to one of the preceding claims,
characterized in that
at least a part of the excavated ballast (4 ') is processed and re-installed, wherein preferably at least a portion of the treatment residues of the ballast (4') as part (9) of the new substructure (8, 9, 10) is reinstalled.
dadurch gekennzeichnet, dass
die Aufbereitungsrückstände auf eine Schicht (8) aus wiedereingebautem Mischzonenmaterial aufgebracht werden und/oder dass
die Aufbereitungsrückstände mit dem wiedereingebauten Mischzonenmaterial vermischt werden.Method according to claim 3,
characterized in that
the treatment residues are applied to a layer (8) of reused mixed zone material and / or that
the treatment residues are mixed with the rebuilt mixed zone material.
dadurch gekennzeichnet, dass
dem wiedereingebauten Mischzonenmaterial Zusatzstoffe in flüssiger und/oder fester, insbesondere pulverisierter Form, beigefügt werden und/oder dass der neue Unterbau (8, 9, 10) unter Verwendung von Neumaterial aufgebaut wird, insbesondere mit einer neuen Planums- und/oder Frostschutzschicht.Method according to one of the preceding claims,
characterized in that
the rebuilt mixed zone material additives in liquid and / or solid, in particular pulverized form, are attached and / or that the new substructure (8, 9, 10) is constructed using virgin material, in particular with a new subgrade and / or frost protection layer.
dadurch gekennzeichnet, dass
das ausgebaute Unterbaumaterial abtransportiert wird und/oder dass das wiedereingebaute Mischzonenmaterial und/oder die eingebauten Aufbereitungsrückstände und/oder das eingebaute, neue Unterbaumaterial planiert und/oder verdichtet wird.Method according to one of the preceding claims,
characterized in that
the removed substructure material is removed and / or that the rebuilt mixed zone material and / or the incorporated processing residues and / or the built-in, new substructure material is leveled and / or compacted.
dadurch gekennzeichnet , dass
der Unterbau (10) zwei- oder mehrlagig aufgebaut wird und/oder dass mindestens ein Teil, bevorzugt alle Verfahrensschritte bei vorhandenem Gleisgestänge (1) durchgeführt werden.Method according to one of the preceding claims,
characterized in that
the substructure (10) is constructed in two or more layers and / or that at least one part, preferably all process steps, are carried out when the track linkage (1) is present.
dadurch gekennzeichnet, dass
die Ergebnisse einer vorab durchgeführten Bodenuntersuchung berücksichtigt werden, insbesondere bei der Festlegung der Höhe der auszubauenden Mischzone (6) und der Festlegung der Menge der wiedereinzubauenden Aufbereitungsrückstände.Method according to one of the preceding claims,
characterized in that
the results of a soil survey carried out in advance are taken into account, in particular in determining the height of the mixing zone to be removed (6) and the determination of the quantity of reprocessing residues to be rebuilt.
dadurch gekennzeichnet, dass
eine dritte Aushubeinrichtung zum Ausbauen von Material aus einer Mischzone (6) in einem Übergangsbereich zwischen altem Schotterbett (4) und altem Unterbau (5) und eine Einrichtung zum Einbauen des ausgebauten Mischzonenmaterials als Teil (8) des neu hergestellten Unterbaus (8, 9, 10) vorgesehen sind.Device for improving or repairing track systems with a substructure (5) and a ballast bed (4) as a superstructure with a first excavating device, in particular excavating chain, for removing the ballast (4 ') of a second excavating device, in particular excavating chain, for removing substructure material, if necessary a device for producing a new earth layer (7), a device for installing a new substructure (8, 9, 10) and a device for producing a new ballast bed (11),
characterized in that
a third excavation device for removing material from a mixing zone (6) in a transition area between old ballast bed (4) and old substructure (5) and means for installing the developed mixed zone material as part (8) of the newly manufactured substructure (8, 9, 10) are provided.
dadurch gekennzeichnet, dass
als dritte Aushubeinrichtung eine Aushubkette vorgesehen ist oder dass als dritte Aushubeinrichtung ein insbesondere in der Höhe einstellbares Schneidblech (12) vorgesehen ist.Device according to claim 15,
characterized in that
as a third excavating a Aushubkette is provided or in that a cutting plate (12), which can be adjusted in particular in height, is provided as the third excavating device.
dadurch gekennzeichnet, dass
eine Einrichtung zur Aufbereitung des ausgebauten Schotters (4') und eine Fördereinrichtung zum Fördern des aufbereiteten Schotters zur Schottereinbaueinrichtung vorgesehen ist, wobei insbesondere eine Förder- und Einbaueinrichtung zum Fördern und Einbauen mindestens eines Teils der Aufbereitungsrückstände als Teil (9) des neuen Unterbaus (8, 9, 10) vorgesehen ist, wobei bevorzugt eine Mischeinrichtung zum Mischen der Aufbereitungsrückstände mit dem wiedereingebauten Mischzonenmaterial vorgesehen ist, insbesondere eine Egge oder Stachelwalze (13).Device according to claim 9 or 10,
characterized in that
a device for processing the excavated ballast (4 ') and a conveying device for conveying the processed ballast to the Schottereinbaueinrichtung is provided, in particular a conveying and installation device for conveying and installing at least a portion of the treatment residues as part (9) of the new substructure (8 , 9, 10) is provided, wherein preferably a mixing device is provided for mixing the treatment residues with the reincorporated mixed zone material, in particular a harrow or spiked roller (13).
dadurch gekennzeichnet, dass
Mittel zum Zuführen von Zusatzstoffen, insbesondere in flüssiger oder fester Form, zu dem wiedereingebauten Mischzonenmaterial vorgesehen sind.Device according to one of claims 9 to 11,
characterized in that
Means for supplying additives, in particular in liquid or solid form, are provided to the rebuilt mixed zone material.
dadurch gekennzeichnet, dass
eine Zufuhreinrichtung zum Zuführen von Neumaterial zur Einbaueinrichtung für den neuen Unterbau (8, 9, 10), insbesondere mit einer neuen Planums- und/oder Frostschutzschicht, vorgesehen ist und/oder eine Abfuhreinrichtung für ausgebautes Unterbaumaterial vorgesehen ist.Device according to one of claims 9 to 12,
characterized in that
a supply device for supplying new material to the installation device for the new substructure (8, 9, 10), in particular with a new tarmac and / or frost protection layer, is provided and / or a discharge device is provided for expanded substructure material.
dadurch gekennzeichnet, dass
Verdichter und/oder Planierer (14) für die verschiedenen eingebauten Schichten (8, 9, 10) vorgesehen sind und/oder dass die Vorrichtung als separate Vorrichtung oder als Zusatzmodul einer bestehenden Vorrichtung, insbesondere einer Planumsverbesserungsmaschine, ausgebildet ist.Device according to one of claims 9 to 13,
characterized in that
Compressor and / or leveler (14) for the various built-in layers (8, 9, 10) are provided and / or that the device as a separate device or as an additional module of an existing device, in particular a tarmac improvement machine is formed.
dadurch gekennzeichnet, dass
die Vorrichtung gleisfahrbar ausgebildet ist und/oder dass
Mittel zur Durchführung und Auswertung von Bodenuntersuchungen vorgesehen sind.Device according to one of claims 9 to 14,
characterized in that
the device is designed trackable and / or that
Means are provided for carrying out and evaluating soil examinations.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP08016634.1A EP2166152B1 (en) | 2008-09-22 | 2008-09-22 | Method and device for improving or repairing track systems |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP08016634.1A EP2166152B1 (en) | 2008-09-22 | 2008-09-22 | Method and device for improving or repairing track systems |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP2166152A1 true EP2166152A1 (en) | 2010-03-24 |
| EP2166152B1 EP2166152B1 (en) | 2016-06-01 |
Family
ID=40343486
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP08016634.1A Active EP2166152B1 (en) | 2008-09-22 | 2008-09-22 | Method and device for improving or repairing track systems |
Country Status (1)
| Country | Link |
|---|---|
| EP (1) | EP2166152B1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202010012355U1 (en) * | 2010-09-08 | 2011-12-14 | Wiebe Holding Gmbh & Co. Kg | Track rehabilitation machine with PSS processing |
| EP2559812A2 (en) | 2011-08-19 | 2013-02-20 | GSG Knape Gleissanierung GmbH | Method and device for improving or repairing track systems |
| AT13243U1 (en) * | 2012-05-16 | 2013-09-15 | Plasser Bahnbaumasch Franz | Method for rehabilitating a ballast bed |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0629744A2 (en) * | 1993-06-16 | 1994-12-21 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. | Method and arrangement for the subgrade-rehabilitation of a ballast for a track |
| EP1939355A1 (en) * | 2006-12-18 | 2008-07-02 | Wiebe Holding GmbH & Co.KG | Track construction machine and method for cleaning tracks |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202007011501U1 (en) * | 2007-08-16 | 2008-12-24 | Wiebe Holding Gmbh & Co. Kg | Track rehabilitation machine with triple separated excavation |
-
2008
- 2008-09-22 EP EP08016634.1A patent/EP2166152B1/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0629744A2 (en) * | 1993-06-16 | 1994-12-21 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. | Method and arrangement for the subgrade-rehabilitation of a ballast for a track |
| EP1939355A1 (en) * | 2006-12-18 | 2008-07-02 | Wiebe Holding GmbH & Co.KG | Track construction machine and method for cleaning tracks |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202010012355U1 (en) * | 2010-09-08 | 2011-12-14 | Wiebe Holding Gmbh & Co. Kg | Track rehabilitation machine with PSS processing |
| EP2559812A2 (en) | 2011-08-19 | 2013-02-20 | GSG Knape Gleissanierung GmbH | Method and device for improving or repairing track systems |
| DE102011111134A1 (en) | 2011-08-19 | 2013-03-14 | Gsg Knape Gleissanierung Gmbh | Method and device for improving or repairing railway tracks |
| EP2559812A3 (en) * | 2011-08-19 | 2016-08-17 | Knape Gruppe Holding GmbH | Method and device for improving or repairing track systems |
| AT13243U1 (en) * | 2012-05-16 | 2013-09-15 | Plasser Bahnbaumasch Franz | Method for rehabilitating a ballast bed |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2166152B1 (en) | 2016-06-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP0629744B1 (en) | Method and arrangement for the subgrade-rehabilitation of a ballast for a track | |
| EP2025810B1 (en) | Railway renewing machine with triple separated spoil | |
| DE3227725A1 (en) | DRIVABLE PLANT AND METHOD FOR CONTINUOUSLY PROGRESSIVE RENOVATION OF THE RAILWAYS | |
| EP1172481B1 (en) | Railway track renewal machine | |
| EP1939355B1 (en) | Track construction machine and method for cleaning tracks | |
| DE4237712A1 (en) | ||
| EP2166152B1 (en) | Method and device for improving or repairing track systems | |
| EP0712961A1 (en) | Method and arrangement for the subgrade-rehabilitation of the ballast of a railway track | |
| EP2166157B1 (en) | Method and device for improving or repairing track systems | |
| DE202008003589U1 (en) | Track rehabilitation machine with base layer milling machine | |
| EP1127980B1 (en) | Apparatus for replacement or renewal of a railway track | |
| EP3412827B1 (en) | Railway vehicle for track construction remediation | |
| EP2791418B1 (en) | Method for repairing a subgrade | |
| DE19848655B4 (en) | Renovation of slab tracks | |
| DE10133246A1 (en) | Conversion of ballasted trackbed to solid roadbed starts by removing rails and ballast used for concrete aggregate once crushed to size for concrete plate laid on bearing layer to complete solid roadbed. | |
| EP2811072B1 (en) | Rail bed refurbishing machine with processing of the base grade protection layer | |
| EP1939354A2 (en) | Method and device for manufacturing or renovation of a scrapped railway track | |
| EP3721012B1 (en) | System for cleaning ballast of a track | |
| EP3523477B1 (en) | Machine and method for cleaning track ballast | |
| EP2428612B1 (en) | Rail decontamination machine with processing of protection substructure | |
| DE102011111134A1 (en) | Method and device for improving or repairing railway tracks | |
| DE102018205720A1 (en) | Remediation device and method for producing a protective layer (protective layer) of railway lines | |
| EP2852706B1 (en) | Method for repairing a ballast bed of a track | |
| EP2374931A2 (en) | Refurbishment method for multi-layer substructure of rail sections | |
| WO2022194481A1 (en) | Method for cleaning a ballast bed of a track |
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 BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR |
|
| AX | Request for extension of the european patent |
Extension state: AL BA MK RS |
|
| 17P | Request for examination filed |
Effective date: 20100924 |
|
| AKX | Designation fees paid |
Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR |
|
| 17Q | First examination report despatched |
Effective date: 20130221 |
|
| RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: KNAPE GRUPPE HOLDING GMBH |
|
| RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: KNAPE GRUPPE HOLDING GMBH |
|
| GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
| INTG | Intention to grant announced |
Effective date: 20151222 |
|
| GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
| GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
| AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR |
|
| REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP Ref country code: AT Ref legal event code: REF Ref document number: 803957 Country of ref document: AT Kind code of ref document: T Effective date: 20160615 |
|
| REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502008014262 Country of ref document: DE |
|
| REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 9 |
|
| REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
| REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20160601 |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: DR. GRAF AND PARTNER AG INTELLECTUAL PROPERTY, CH |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NO 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: 20160901 Ref country code: LT 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: 20160601 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: 20160601 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20160601 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: 20160601 Ref country code: LV 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: 20160601 Ref country code: HR 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: 20160601 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: 20160601 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK 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: 20160601 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 Effective date: 20160601 Ref country code: IS 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: 20161001 Ref country code: CZ 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: 20160601 Ref country code: RO 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: 20160601 Ref country code: EE 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: 20160601 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PL 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: 20160601 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160930 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: 20161003 |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502008014262 Country of ref document: DE |
|
| 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 |
|
| 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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160601 |
|
| 26N | No opposition filed |
Effective date: 20170302 |
|
| GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20160922 |
|
| 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: 20160601 Ref country code: SI 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: 20160601 |
|
| REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160922 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160922 |
|
| 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: 20160922 |
|
| REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 10 |
|
| REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20160930 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20080922 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: 20160601 |
|
| 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: 20160601 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: 20160601 Ref country code: MT 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: 20160601 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BG 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: 20160601 |
|
| REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 11 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20230921 Year of fee payment: 16 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20230928 Year of fee payment: 16 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20231128 Year of fee payment: 16 Ref country code: CH Payment date: 20231001 Year of fee payment: 16 |