EP1170189A1 - Track system for a workshop - Google Patents

Track system for a workshop Download PDF

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Publication number
EP1170189A1
EP1170189A1 EP01116278A EP01116278A EP1170189A1 EP 1170189 A1 EP1170189 A1 EP 1170189A1 EP 01116278 A EP01116278 A EP 01116278A EP 01116278 A EP01116278 A EP 01116278A EP 1170189 A1 EP1170189 A1 EP 1170189A1
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EP
European Patent Office
Prior art keywords
modules
workshop
connecting elements
track
track system
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP01116278A
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German (de)
French (fr)
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EP1170189B1 (en
Inventor
Wolfgang Dr. Ing. Rösch
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Eurotrac Verkehrstechnik GmbH
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Eurotrac Verkehrstechnik GmbH
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Priority claimed from DE2000133371 external-priority patent/DE10033371C2/en
Priority claimed from DE2001122208 external-priority patent/DE10122208C1/en
Application filed by Eurotrac Verkehrstechnik GmbH filed Critical Eurotrac Verkehrstechnik GmbH
Priority to EP02025228A priority Critical patent/EP1288097B1/en
Publication of EP1170189A1 publication Critical patent/EP1170189A1/en
Application granted granted Critical
Publication of EP1170189B1 publication Critical patent/EP1170189B1/en
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61K—AUXILIARY EQUIPMENT SPECIALLY ADAPTED FOR RAILWAYS, NOT OTHERWISE PROVIDED FOR
    • B61K5/00—Apparatus for placing vehicles on the track; Derailers; Lifting or lowering rail vehicle axles or wheels
    • B61K5/04—Devices secured to the track
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
    • B66F7/00—Lifting frames, e.g. for lifting vehicles; Platform lifts
    • B66F7/10—Lifting frames, e.g. for lifting vehicles; Platform lifts with platforms supported directly by jacks

Definitions

  • the invention relates to a track system for a workshop.
  • the invention has for its object a workshop to create the high demands Flexibility.
  • the track system consists of a number of any connected to each other, laid on the hall floor Modules 10, 12 that match in height and one Have length that a predetermined grid size, preferably 500 mm, or a multiple (preferably two, four, or eight times) of the grid dimension.
  • the modules are preferably 200 mm high steel structures, the at the distance of the track width (regularly 1435 mm) Carry rails 70 mm wide and 40 mm high.
  • the heart of the track system are the lifting modules 12. These are 4 m long and are attached to the side Cantilever arms 20, through which this by four commercially available electric jacks (not shown) can be raised.
  • the modules are so in placed on the track system that the rail vehicle with its bogies or wheelsets are on them. After this rail vehicle using clamp shoes is secured against rolling away, the lifting modules raised by synchronous actuation of the jacks.
  • the lifting modules raised by synchronous actuation of the jacks.
  • the initiation of the horizontal forces occurs via holes on the Bottom of the modules that are attached to the grid Grab pin 16.
  • the entire floor is in the hall floor Length of the hall sheet metal strips embedded in the track spacing and anchored in the hall floor on which the pegs 16 are applied.
  • the sheets 14 continue to wear Grid spacing arranged clamps that a Prevent unintentional lifting of the modules.
  • the order the pin and the clamping device allow a revealing Exchanging the modules in their order and their direction.
  • the modules 10, 12 have lifting eyes 20, which according to the Release the clamping device from a hoist (in particular an indoor crane) and to another Can be brought. This allows the lifting modules each so that they are in the area of Bogie of the rail vehicle to be lifted lie. Dimensional deviations that are less than the grid spacing are determined by the length of the lifting modules and a permissible eccentricity calculated in the statics the bogie position is taken into account.
  • Some of the track modules 10 can be designed for special tasks be, for example by installing load cells be designed as a weighing device. Another one Track module 10 can be equipped with an ultrasonic crack detection device be provided.
  • FIGS. 5 through 10 In one lowered compared to the outside level of the workshop Area within the workshop are like Fig. 5 and 6 show two rows of pins 16 in a defined, evenly spaced in the ground. This are connected to the foundation in such a way that Introduce longitudinal and transverse forces safely into the foundation can. There are also a plurality of in the 7 and 8 shown support modules 24 are provided each formed with at least two bores 18 are. The distance between these bores 18 corresponds to the distance the pin 16 from each other.
  • the pins 16 lie opposite each other in pairs symmetrical to the track axis, they form with the holes 18 in the support modules 24 one in the longitudinal and transverse directions positive-locking connection.
  • the dimensions of the support modules 24 are designed in such a way that that from the dead weight and the vertical load resulting moments a tilting due to the moments prevent from longitudinal and lateral forces. additionally can be attached to the floor with detachable rail foot clamps being held.
  • the support modules 24 are in the form of asymmetrical truncated pyramids educated.
  • the support modules 24 with pins 26 are on their upper side provided, arranged and executed in the same way are how the pin 16 in the hall floor, d. H. the vertical Centerline of the pin 26 on top of the Support elements 24 fall with the vertical center line of the holes 18 on the underside of the support modules 24 together.
  • the track modules are on the support modules 24 10, the corresponding pin receptacles on its underside 28 have the same arrangement, hung up, so that again a spigot-spigot connection with positive locking Power transmission is effected.
  • For safety can also be a detachable fastening with rail foot clamps be effected.
  • the support modules 24 are with a Provide facility with which they have the height of the cones 16 raised in the ground and moved horizontally can.
  • the track modules 10 consist of a box-shaped Bridge girders, e.g. B. in a welded steel structure, of the two rails 30 in the track width of the to be treated Carries rail vehicles. These rails 30 are detachably fastened so that in case of wear can be changed.
  • the track bridge modules 10 are based on at least four support modules 24, which are symmetrical in plan view arranged to the vertical central axis of the track module 10 become.
  • the track modules 10 are on their long sides with as extension elements serving cantilever arms 20 to which Jacks 32 can attack after removing the Support modules 24 lower the track module 10 for the purpose enable vehicle component replacement.
  • the track modules 10 are of a length equal to the integer Multiples of the distance between the pins 16 corresponds as well as in length increments, each by one Pin spacing is smaller up to the minimum size of four Pin spacings executed.
  • the Track bridge modules with longer lengths than multiple ones Continuous beams on more than two support modules each Side stored in the longitudinal direction.
  • the maximum length the track bridge modules should be selected so that they are in one constructively meaningful relationship to the then statically required height of the track bridge module.
  • the total height of the support and track module must be at least be dimensioned so that when lowered onto the hall floor Track module including the required cross-shifting device an expansion of all common vehicle components is possible.
  • the modules are designed statically so that when replacing components, the vehicle body if necessary over the head of the vehicle on the neighboring track module can be supported.
  • Deviations within the pin spacing are caused by the length of the track module, which is correspondingly greater than the center distance is carried out in the bogie, and one Off center of the bogie in the longitudinal direction the track module.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Structural Engineering (AREA)
  • Vehicle Cleaning, Maintenance, Repair, Refitting, And Outriggers (AREA)
  • Forklifts And Lifting Vehicles (AREA)
  • Railway Tracks (AREA)
  • Manipulator (AREA)
  • Radio Relay Systems (AREA)
  • Warehouses Or Storage Devices (AREA)
  • Detection And Correction Of Errors (AREA)
  • Road Paving Structures (AREA)

Abstract

Track system for a workshop is provided with a number of rail-supporting track modules (10) and lifting modules (12). The track modules and the lifting modules have a length corresponding to a modular dimension or a multiple of the modular dimension. First connecting elements are embedded in the floor of the workshop at a distance corresponding to the modular dimension. The track modules and the lifting modules have in a distance corresponding to the modular distance second connecting elements interacting with the first connecting elements. Preferred Features: The modular dimension lies between 250 mm and 1 m. The lifting modules are provided with brackets for fixing lifting jacks.

Description

Die Erfindung betrifft ein Gleissystem für eine Werkstatthalle.The invention relates to a track system for a workshop.

An die Wartung und Reparatur von Schienenfahrzeugen werden in jüngerer Zeit neuartige Anforderungen gestellt. Besondere Bedeutung kommt dabei der Flexibilität sowohl bezüglich der Rückbaubarkeit und Versetzbarkeit der Werkstätte selbst als auch der Flexibilität bezüglich der in der Halle zu wartenden unterschiedlichen Schienenfahrzeuge zu.At the maintenance and repair of rail vehicles new demands have been made recently. Flexibility is of particular importance with regard to the ability to be dismantled and moved Workshop itself as well as the flexibility regarding the Different rail vehicles to be maintained in the hall to.

Aus der DE 43 17 528 A1 ist eine Anlage bekannt, die es erlaubt, Schienfahrzeuge anzuheben. Zwischen den einzelnen Hebemodulen sind dabei Gleismodule vorgesehen.From DE 43 17 528 A1 a system is known that it allowed to lift rail vehicles. Between each Track modules are provided for lifting modules.

Der Erfindung liegt die Aufgabe zugrunde eine Werkstatthalle zu schaffen, die den Anforderungen an eine hohe Flexibilität gerecht wird.The invention has for its object a workshop to create the high demands Flexibility.

Erfindungsgemäß wird diese Aufgabe durch die im Anspruch 1 angegebenen Merkmale gelöst. Die Unteransprüche geben vorteilhafte Ausgestaltungen der Erfindung an. According to the invention, this object is achieved by the claim 1 specified features solved. Give the subclaims advantageous embodiments of the invention.

Die Erfindung wird im folgenden anhand einer Zeichnung erläutert. Dabei zeigt:

Fig. 1
eine schematische Darstellung des Gleissystems mit einem auf dieses aufgefahrenen Schienenfahrzeug,
Fig. 2
eine entsprechende Darstellung, wobei das Schienenfahrzeug angehoben ist,
Fig. 3
eine Schnittansicht durch ein Anhebemodul, und
Fig. 4A, B und C
eine Darstellung, die die Austauschbarkeit der Module zur Wartung unterschiedlicher Fahrzeuge wiedergibt.
Fig. 5
eine Draufsicht auf den abgesenkten Bereich der Werkstatthalle eines anderen Ausführungsbeispiels,
Fig. 6
einen Querschnitt durch diesen abgesenkten Bereich der Werkstatthalle,
Fig. 7
eine Draufsicht auf ein Stützelement,
Fig. 8
eine Seitenansicht auf ein derartiges Stützelement,
Fig. 9
eine Längsansicht auf zwei Stützmodule und das Gleisbrückenmodul, und
Fig. 10
eine Queransicht auf die Stützmodule und ein Gleismodul mit zwei Hebeböcken.
The invention is explained below with reference to a drawing. It shows:
Fig. 1
1 shows a schematic representation of the track system with a rail vehicle driven onto it,
Fig. 2
a corresponding representation, the rail vehicle being raised,
Fig. 3
a sectional view through a lifting module, and
4A, B and C
a representation that shows the interchangeability of the modules for the maintenance of different vehicles.
Fig. 5
2 shows a plan view of the lowered area of the workshop hall of another exemplary embodiment,
Fig. 6
a cross section through this lowered area of the workshop,
Fig. 7
a plan view of a support element,
Fig. 8
a side view of such a support element,
Fig. 9
a longitudinal view of two support modules and the track bridge module, and
Fig. 10
a transverse view of the support modules and a track module with two jacks.

Das Gleissystem besteht aus einer Mehrzahl von beliebig an einander reihbaren, auf dem Hallenfußboden verlegten Modulen 10, 12, die in ihrer Höhe übereinstimmen und eine Länge haben, die einem vorgegebenen Rastermaß, vorzugsweise 500 mm, oder einem Vielfachen (vorzugsweise zwei-, vier-, oder acht-fachen) des Rastermaßes entspricht.The track system consists of a number of any connected to each other, laid on the hall floor Modules 10, 12 that match in height and one Have length that a predetermined grid size, preferably 500 mm, or a multiple (preferably two, four, or eight times) of the grid dimension.

Die Module sind vorzugsweise 200 mm hohe Stahlkonstruktionen, die im Abstand der Spurweite (regelmäßig 1435 mm) Fahrschienen von 70 mm Breite und 40 mm Höhe tragen.The modules are preferably 200 mm high steel structures, the at the distance of the track width (regularly 1435 mm) Carry rails 70 mm wide and 40 mm high.

Kernstück des Gleissystems sind die Anhebemodule 12. Diese sind 4 m lang und sind mit seitlichen an diese angesetzte Kragarmen 20 versehen, über die diese durch vier handelsübliche Elektro-Spindelhebeböcke (nicht dargestellt) angehoben werden können. Die Module werden so in dem Gleissystem platziert, dass das Schienenfahrzeug mit seinen Drehgestellen bzw. Radsätzen auf diesen steht. Nachdem dieses Schienenfahrzeug mittels Klemmhemmschuhen gegen Wegrollen gesichert ist, werden die Anhebemodule durch synchrones Ansteuern der Hebeböcke angehoben. Damit sind in beliebiger Arbeitshöhe alle Arbeiten im Laufwerksbereich und unter dem Fahrzeug möglich. Alternativ ist auch ein Anheben am Fahrzeugkasten möglich (dies ist beispielsweise erforderlich, wenn die Drehgestellverbindung beispielsweise zum Austauschen des Drehgestells gelöst werden soll).The heart of the track system are the lifting modules 12. These are 4 m long and are attached to the side Cantilever arms 20, through which this by four commercially available electric jacks (not shown) can be raised. The modules are so in placed on the track system that the rail vehicle with its bogies or wheelsets are on them. After this rail vehicle using clamp shoes is secured against rolling away, the lifting modules raised by synchronous actuation of the jacks. In order to are all work in the drive area at any working height and possible under the vehicle. alternative it is also possible to lift the vehicle body (this is for example required if the bogie connection for example to replace the bogie should be solved).

Die Einleitung der Horizontalkräfte (die bei dem Anfahren oder dem Bremsen auftreten) erfolgt über Bohrungen an der Unterseite der Module, die auf am Rastermaß befestigte Zapfen 16 greifen. Dazu sind im Hallenboden über die gesamte Länge der Halle Blechstreifen im Spurabstand eingelassen und im Hallenboden verankert, auf die die Zapfen 16 aufgebracht sind. Die Bleche 14 tragen weiter im Rasterabstand angeordnete Klemmeinrichtungen, die ein ungewolltes Abheben der Module verhindern. Die Anordnung der Zapfen und der Klemmeinrichtung erlauben ein freizügiges Austauschen der Module in ihrer Reihenfolge und ihrer Richtung.The initiation of the horizontal forces (which when starting or braking) occurs via holes on the Bottom of the modules that are attached to the grid Grab pin 16. For this purpose, the entire floor is in the hall floor Length of the hall sheet metal strips embedded in the track spacing and anchored in the hall floor on which the pegs 16 are applied. The sheets 14 continue to wear Grid spacing arranged clamps that a Prevent unintentional lifting of the modules. The order the pin and the clamping device allow a revealing Exchanging the modules in their order and their direction.

Die Module 10, 12 besitzen Kranösen 20, die nach dem Lösen der Klemmeinrichtung von einem Hebezeug (insbesondere einem Hallenkran) aufgenommen und an einen anderen Ort gebracht werden können. Dies erlaubt es, die Anhebemodule jeweils so anzuordnen, daß sie im Bereich des Drehgestells des jeweils anzuhebenden Schienenfahrzeugs liegen. Massabweichungen, die geringer als der Rasterabstand sind, werden durch die Länge der Anhebemodule und eine in der Statik eingerechnete zulässige Aussermittigkeit der Drehgestellstellung berücksichtigt.The modules 10, 12 have lifting eyes 20, which according to the Release the clamping device from a hoist (in particular an indoor crane) and to another Can be brought. This allows the lifting modules each so that they are in the area of Bogie of the rail vehicle to be lifted lie. Dimensional deviations that are less than the grid spacing are determined by the length of the lifting modules and a permissible eccentricity calculated in the statics the bogie position is taken into account.

Einige der Gleismodule 10 können für Sonderaufgaben ausgebildet sein, beispielsweise durch den Einbau von Kraftmessdosen als Wiegeeinrichtung ausgebildet sein. Ein weiteres Gleismodul 10 kann mit einer Ultraschall-Risserkennungseinrichtung versehen sein.Some of the track modules 10 can be designed for special tasks be, for example by installing load cells be designed as a weighing device. Another one Track module 10 can be equipped with an ultrasonic crack detection device be provided.

Es wird jetzt auf die Fig. 5 bis 10 Bezug genommen. In einem gegenüber dem Werkstattaußenniveau abgesenkten Bereich innerhalb der Werkstatthalle sind, wie Fig. 5 und 6 zeigen, zwei Reihen von Zapfen 16 in einem definierten, gleichmäßigen Abstand in den Boden eingelassen. Diese sind so mit dem Fundament verbunden, daß sie die auftretenden Längs- und Querkräfte sicher in das Fundament einleiten können. Es sind weiter eine Mehrzahl von in den Fig. 7 und 8 gezeigten Stützmodulen 24 vorgesehen, die jeweils mit mindestens zwei Bohrungen 18 ausgebildet sind. Der Abstand dieser Bohrungen 18 entspricht dem Abstand der Zapfen 16 voneinander.Referring now to FIGS. 5 through 10. In one lowered compared to the outside level of the workshop Area within the workshop are like Fig. 5 and 6 show two rows of pins 16 in a defined, evenly spaced in the ground. This are connected to the foundation in such a way that Introduce longitudinal and transverse forces safely into the foundation can. There are also a plurality of in the 7 and 8 shown support modules 24 are provided each formed with at least two bores 18 are. The distance between these bores 18 corresponds to the distance the pin 16 from each other.

Die Zapfen 16 liegen sich paarweise gegenüber und zwar symmetrisch zur Gleisachse, sie bilden mit den Bohrungen 18 in den Stützmodulen 24 eine in Längs- und Querrichtung formschlüssige Verbindung.The pins 16 lie opposite each other in pairs symmetrical to the track axis, they form with the holes 18 in the support modules 24 one in the longitudinal and transverse directions positive-locking connection.

In ihren Abmessungen sind die Stützmodule 24 so gestaltet, daß die aus dem Eigengewicht und der vertikalen Auflast entstehenden Momente ein Kippen infolge der Momente aus Längs- und Querkräften sicher verhindern. Zusätzlich können sie mit lösbaren Schienenfußklemmen auf dem Boden gehalten werden.The dimensions of the support modules 24 are designed in such a way that that from the dead weight and the vertical load resulting moments a tilting due to the moments prevent from longitudinal and lateral forces. additionally can be attached to the floor with detachable rail foot clamps being held.

Die Stützmodule 24 sind in Form von unsymmetrischen Pyramidenstümpfen ausgebildet.The support modules 24 are in the form of asymmetrical truncated pyramids educated.

Auf ihrer Oberseite sind die Stützmodule 24 mit Zapfen 26 versehen, die in gleicher Weise angeordnet und ausgeführt sind, wie die Zapfen 16 im Hallenboden, d. h. die senkrechte Mittellinie der Zapfen 26 auf der Oberseite der Stützelemente 24 fällt mit der senkrechten Mittellinie der Bohrungen 18 an der Unterseite der Stützmodule 24 zusammen. Auf die Stützmodule 24 werden die Gleismodule 10, die an ihrer Unterseite entsprechende Zapfenaufnahmen 28 in gleicher Anordnung besitzen, aufgelegt, so daß wiederum eine Zapfen-Zapfenaufnahme-Verbindung mit formschlüssiger Kraftübertragung bewirkt wird. Zur Sicherheit kann weiter eine lösbare Befestigung mit Schienenfußklammern bewirkt werden. Die Stützmodule 24 sind mit einer Einrichtung versehen, mit der sie über die Höhe der Zapfen 16 im Boden angehoben und horizontal verfahren werden können. The support modules 24 with pins 26 are on their upper side provided, arranged and executed in the same way are how the pin 16 in the hall floor, d. H. the vertical Centerline of the pin 26 on top of the Support elements 24 fall with the vertical center line of the holes 18 on the underside of the support modules 24 together. The track modules are on the support modules 24 10, the corresponding pin receptacles on its underside 28 have the same arrangement, hung up, so that again a spigot-spigot connection with positive locking Power transmission is effected. For safety can also be a detachable fastening with rail foot clamps be effected. The support modules 24 are with a Provide facility with which they have the height of the cones 16 raised in the ground and moved horizontally can.

Die Gleismodule 10 bestehen aus einem kastenförmigen Brückenträger, z. B. in einer Stahlschweißkonstruktion, der zwei Fahrschienen 30 in der Spurweite der zu behandelnden Schienenfahrzeuge trägt. Diese Fahrschienen 30 sind lösbar befestigt, damit sie im Falle des Verschleißes gewechselt werden können.The track modules 10 consist of a box-shaped Bridge girders, e.g. B. in a welded steel structure, of the two rails 30 in the track width of the to be treated Carries rail vehicles. These rails 30 are detachably fastened so that in case of wear can be changed.

Die Gleisbrückenmodule 10 stützen sich auf mindestens vier Stützmodule 24 ab, die in der Draufsicht symmetrisch zur senkrechten Mittelachse des Gleismoduls 10 angeordnet werden.The track bridge modules 10 are based on at least four support modules 24, which are symmetrical in plan view arranged to the vertical central axis of the track module 10 become.

Dabei zeigen in Längsrichtung die senkrechten Flächen des Stützmoduls jeweils nach außen, in Querrichtung zeigen die stärker geneigten Flächen nach außen und, mit Rücksicht auf die Arbeitsfreiheit unter dem Fahrzeug, die schwächer geneigten Flächen nach innen.The vertical surfaces of the Point the support module outwards in the transverse direction the more inclined surfaces to the outside and, with consideration on the freedom to work under the vehicle, the less inclined surfaces inwards.

Die Gleismodule 10 sind an ihren Längsseiten mit als Ansatzelemente dienenden Kragarmen 20 versehen, an die Hebeböcke 32 angreifen können, die nach Entfernen der Stützmodule 24 ein Absenken des Gleismoduls 10 zum Zwecke des Fahrzeugkomponententausches ermöglichen.The track modules 10 are on their long sides with as extension elements serving cantilever arms 20 to which Jacks 32 can attack after removing the Support modules 24 lower the track module 10 for the purpose enable vehicle component replacement.

Die Gleismodule 10 werden in einer Länge, die dem ganzzahligen Vielfachen des Abstandes der Zapfen 16 entspricht sowie in Längenabstufungen, die jeweils um einen Zapfenabstand kleiner sind bis zur Mindestgröße von vier Zapfenabständen ausgeführt.The track modules 10 are of a length equal to the integer Multiples of the distance between the pins 16 corresponds as well as in length increments, each by one Pin spacing is smaller up to the minimum size of four Pin spacings executed.

Entsprechend den statischen Erfordernissen werden die Gleisbrückenmodule bei größeren Längen als mehrfach gelagerter Durchlaufträger auf mehr als zwei Stützmodulen je Seite in der Längsrichtung gelagert. Die maximale Länge der Gleisbrückenmodule ist so zu wählen, daß sie in einem konstruktiv sinnvollen Verhältnis zur dann statisch erforderlichen höhe des Gleisbrückenmoduls steht.According to the static requirements, the Track bridge modules with longer lengths than multiple ones Continuous beams on more than two support modules each Side stored in the longitudinal direction. The maximum length the track bridge modules should be selected so that they are in one constructively meaningful relationship to the then statically required height of the track bridge module.

Die Gesamthöhe von Stütz- und Gleismodul muß mindestens so bemessen sein, daß bei auf den Hallenboden abgesenkten Gleismodul einschließlich erforderlicher Querverschiebeeinrichtung ein Ausbau aller üblichen Fahrzeugkomponenten möglich ist. Statisch sind die Module so ausgelegt, daß beim Komponententausch erforderlichenfalls der Fahrzeugkasten über das Kopfstück des Fahrzeugs auf dem Nachbargleismodul abgestützt werden kann.The total height of the support and track module must be at least be dimensioned so that when lowered onto the hall floor Track module including the required cross-shifting device an expansion of all common vehicle components is possible. The modules are designed statically so that when replacing components, the vehicle body if necessary over the head of the vehicle on the neighboring track module can be supported.

Damit kann auf das Maß eines Zapfenabstandes genau jeder beliebige Abstand der Gleismodule, also jeder Drehgestellabstand der Fahrzeuge, ohne bauliche Veränderung flexibel dargestellt werden.So everyone can measure the distance of a pin Any distance between the track modules, i.e. every bogie distance of vehicles, flexible without structural changes being represented.

Abweichungen innerhalb des Zapfenabstandes werden durch die Länge des Gleismoduls, die entsprechend größer als der Achsabstand im Drehgestell ausgeführt wird, und eine Außermittigstellung des Drehgestells in Längsrichtung auf dem Gleismodul aufgefangen.Deviations within the pin spacing are caused by the length of the track module, which is correspondingly greater than the center distance is carried out in the bogie, and one Off center of the bogie in the longitudinal direction the track module.

Claims (11)

Gleissystem für eine Werkstatthalle, das mit einer Mehrzahl von Fahrschienen tragenden Gleismodulen (10) und Anhebemodulen (12) versehen ist, dadurch gekennzeichnet, daß die Gleismodule (10) und die Anhebemodule (12) eine einem Rastermaß oder einem Vielfachen des Rastermaßes entsprechende Länge haben, im Boden der Werkstatthalle in einem dem Rastermaß entsprechenden Abstand erste Verbindungselemente (16) eingelassen sind, und die Gleismodule (10) und die Anhebemodule (12) in einem dem Rasterabstand entsprechenden Abstand mit den ersten Verbindungselementen (10) zusammenwirkende zweite Verbindungselemente (18) aufweisen. Track system for a workshop, which is provided with a plurality of track modules (10) and lifting modules (12) carrying rails, characterized in that the track modules (10) and the lifting modules (12) have a length corresponding to a grid dimension or a multiple of the grid dimension, first connecting elements (16) are let into the floor of the workshop hall at a spacing corresponding to the grid dimension, and the track modules (10) and the lifting modules (12) have second connecting elements (18) which cooperate with the first connecting elements (10) at a distance corresponding to the grid spacing. Werkstattgleissystem nach Anspruch 1, dadurch gekennzeichnet, daß das Rastermaß zwischen 250 mm und 1 m beträgt.Workshop track system according to claim 1, characterized in that the grid dimension is between 250 mm and 1 m. Werkstattgleissystem nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Anhebemodule (12) mit zum Ansetzen eines Hebebocks dienenden Kragarmen (14) versehen sind. Workshop track system according to claim 1 or 2, characterized in that the lifting modules (12) are provided with cantilever arms (14) for attaching a jack. Werkstattgleissystem nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß die ersten Verbindungselemente (16) Bestandteil von in den Boden der Werkstatthalle eingelassenen Blechen (14) sind.Workshop track system according to one of the preceding claims, characterized in that the first connecting elements (16) are part of sheets (14) embedded in the floor of the workshop hall. Werkstattgleissystem nach einem der vorangehenden Ansprüche, gekennzeichnet durch an die Bleche (14) im Rastermaß angesetzte, auf die Module wirkende Klemmeinrichtungen.Workshop track system according to one of the preceding claims, characterized by clamping devices which act on the plates (14) in a grid dimension and act on the modules. Werkstattgleissystem nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß die Module (10, 12) mit Kragarmen (20) versehen sind.Workshop track system according to one of the preceding claims, characterized in that the modules (10, 12) are provided with cantilever arms (20). Werkstattgleissystem nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß die Module (10, 12) mit Kranösen (22) versehen sind.Workshop track system according to one of the preceding claims, characterized in that the modules (10, 12) are provided with crane eyelets (22). Werkstattgleissystem nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß die ersten Verbindungselemente als Zapfen (16) und die zweiten Verbindungselemente Bohrungen (18) ausgebildet sind.Workshop track system according to one of the preceding claims, characterized in that the first connecting elements are designed as pins (16) and the second connecting elements are bores (18). Werkstattgleissystem nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß die ersten Verbindungselementen (10) in zwei parallelen Reihen angeordnet sind. Workshop track system according to one of the preceding claims, characterized in that the first connecting elements (10) are arranged in two parallel rows. Werkstattgleissystem nach einem der vorangehenden Ansprüche, gekennzeichnet durch eine Mehrzahl von Stützmodulen (24), die im Bereich ihrer Bodenfläche mit den zweiten, mit den ersten Verbindungselementen (16) zusammenwirkenden zweiten Verbindungselementen (18) und im Bereich ihrer Dachflächen mit dritten Verbindungselementen (26) versehen sind, die Mehrzahl von Gleismodulen (10), mit mit den dritten Verbindungselementen (26) zusammenwirkenden vierten Verbindungselementen (28) versehen sind, und Hebeböcke (32), die neben den Stützmodulen (24) angeordnet werden und an den Kragarmen (20) der Anhebemodule (12) ansetzen können. Workshop track system according to one of the preceding claims, characterized by a plurality of support modules (24), which are provided in the area of their bottom surface with the second connecting elements (18) interacting with the first connecting elements (16) and in the area of their roof surfaces with third connecting elements (26), the plurality of track modules (10) are provided with fourth connecting elements (28) which interact with the third connecting elements (26), and Jacks (32), which are arranged next to the support modules (24) and can attach to the cantilever arms (20) of the lifting modules (12). Werkstattgleissystem nach Anspruch 9, dadurch gekennzeichnet, daß die Stützmodule (24) verfahrbar ausgebildet sind.Workshop track system according to claim 9, characterized in that the support modules (24) are designed to be movable.
EP01116278A 2000-07-08 2001-07-05 Track system for a workshop Expired - Lifetime EP1170189B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP02025228A EP1288097B1 (en) 2000-07-08 2001-07-05 Track system for a workshop

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE10033371 2000-07-08
DE2000133371 DE10033371C2 (en) 2000-07-08 2000-07-08 Track systems for a workshop
DE10122208 2001-05-08
DE2001122208 DE10122208C1 (en) 2001-05-08 2001-05-08 Track system for a workshop used for maintaining and repairing rail vehicles is provided with a number of rail-supporting track modules and lifting modules

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP02025228.4 Division-Into 2002-11-12

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EP1170189A1 true EP1170189A1 (en) 2002-01-09
EP1170189B1 EP1170189B1 (en) 2004-01-14

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2527223A1 (en) * 2010-06-11 2012-11-28 Beijing Railway Institute Of Mechanical & Electrical Engineering Co., Ltd. Pit type train lifting jack for high speed emu
CN110091892A (en) * 2019-06-12 2019-08-06 中国神华能源股份有限公司 It is a kind of to reorganize and outfit repair line for lorry

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4033040A1 (en) * 1990-10-18 1992-04-23 Neuero Technology Gmbh Locking mechanism for train servicing platform lift - has centrally driven bolts engaging sidewalls to lock lift safely in raised position
DE4317528A1 (en) * 1993-05-26 1994-12-01 Neuero Technology Gmbh Lifting system for rail vehicles
DE4405279C1 (en) * 1994-02-19 1995-06-14 Neuero Technology Gmbh Method for replacement of bogies on rail vehicles
EP0982217A1 (en) * 1998-08-25 2000-03-01 Windhoff Aktiengesellschaft Combined lifting-lowering device for the exchange of components on railway vehicles on elevated tracks with continuous inspection pits

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4022685C1 (en) * 1990-07-17 1991-08-08 Possin-Schuck Gmbh, 8000 Muenchen, De Rolling stock wheel-set change facility - uses sections, of track which drop to allow wheels to be removed

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4033040A1 (en) * 1990-10-18 1992-04-23 Neuero Technology Gmbh Locking mechanism for train servicing platform lift - has centrally driven bolts engaging sidewalls to lock lift safely in raised position
DE4317528A1 (en) * 1993-05-26 1994-12-01 Neuero Technology Gmbh Lifting system for rail vehicles
DE4405279C1 (en) * 1994-02-19 1995-06-14 Neuero Technology Gmbh Method for replacement of bogies on rail vehicles
EP0982217A1 (en) * 1998-08-25 2000-03-01 Windhoff Aktiengesellschaft Combined lifting-lowering device for the exchange of components on railway vehicles on elevated tracks with continuous inspection pits

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2527223A1 (en) * 2010-06-11 2012-11-28 Beijing Railway Institute Of Mechanical & Electrical Engineering Co., Ltd. Pit type train lifting jack for high speed emu
EP2527223A4 (en) * 2010-06-11 2013-10-16 Beijing Railway Inst Of Mechanical & Electrical Engineering Co Ltd Pit type train lifting jack for high speed emu
CN110091892A (en) * 2019-06-12 2019-08-06 中国神华能源股份有限公司 It is a kind of to reorganize and outfit repair line for lorry

Also Published As

Publication number Publication date
EP1288097A2 (en) 2003-03-05
DE50103643D1 (en) 2004-10-21
EP1288097A3 (en) 2003-03-12
EP1288097B1 (en) 2004-09-15
DE50101311D1 (en) 2004-02-19
ATE257790T1 (en) 2004-01-15
EP1170189B1 (en) 2004-01-14
ATE276122T1 (en) 2004-10-15

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