EP1866481B1 - Rail bearing - Google Patents

Rail bearing Download PDF

Info

Publication number
EP1866481B1
EP1866481B1 EP06725505A EP06725505A EP1866481B1 EP 1866481 B1 EP1866481 B1 EP 1866481B1 EP 06725505 A EP06725505 A EP 06725505A EP 06725505 A EP06725505 A EP 06725505A EP 1866481 B1 EP1866481 B1 EP 1866481B1
Authority
EP
European Patent Office
Prior art keywords
rail
rib plate
bearing according
rail bearing
spring
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.)
Not-in-force
Application number
EP06725505A
Other languages
German (de)
French (fr)
Other versions
EP1866481A2 (en
Inventor
Hermann-Josef Löffelsend
Uwe Wenglorz
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KOELNER VERKEHRS-BETRIEBE AG
KOELNER VERKEHRS BETR E AG
Kolner Verkehrs-Betriebe AG
Original Assignee
KOELNER VERKEHRS-BETRIEBE AG
KOELNER VERKEHRS BETR E AG
Kolner Verkehrs-Betriebe AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by KOELNER VERKEHRS-BETRIEBE AG, KOELNER VERKEHRS BETR E AG, Kolner Verkehrs-Betriebe AG filed Critical KOELNER VERKEHRS-BETRIEBE AG
Publication of EP1866481A2 publication Critical patent/EP1866481A2/en
Application granted granted Critical
Publication of EP1866481B1 publication Critical patent/EP1866481B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/38Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/44Fastening the rail on the tie-plate
    • E01B9/46Fastening the rail on the tie-plate by clamps
    • E01B9/48Fastening the rail on the tie-plate by clamps by resilient steel clips

Definitions

  • the invention relates to a rail bearing for rails, which have provided on both sides with upper bearing surfaces, lower rail foot, wherein the rail bearing connected via attachments with a support pad ribbed plate, pressing elements for holding the rail and at least one, arranged between the ribbed plate and the support pad, elastic Intermediate plate has, which presses the ribbed plate in the load-free state against at least one upper abutment, wherein the ribbed plate in the direction of the support pad is depressible under compression of the elastic intermediate plate and between the support pad and the rib plate at least one additional spring element is arranged.
  • the generic rails are rails of all kinds, especially rails or points of a railway or tram track system. But also rails of another logistics or transport system, such as in the field of warehousing or mining can be kept with the storage according to the invention. For this reason, rail in the sense of this application is to be understood as any rail of a rail-bound transport system.
  • the rails used here have on both sides provided with upper bearing surfaces lower rail foot.
  • the rail bearing is provided with a so-called ribbed plate, which is connected via attachments with a support pad and resilient, held on the ribbed plate depressing elements, which are supported on the support surfaces for holding the rails.
  • the rail bearings have intermediate plates below the rail bearings. These consist of an elastic material and cushion the load from the passing train. Below the intermediate plate, a support pad is provided, which may be formed either of an iron plate on which the rest Parts of the rail bearing can be screwed or can be formed by a cast-in bearing element. This bearing element may for example be part of the "slab track system" or a threshold.
  • an elastic intermediate layer usually made of a synthetic rubber, arranged between rail and ribbed plate.
  • the known rail bearings are connected via two or more depressing elements with the rails.
  • the rails have the shape of a "double-T" carrier, with the upper tread thicker and the lower rail foot rather thinner, but wider.
  • the upper side of the laterally projecting rail feet serve to support surface for the pressing-down elements, which are usually screwed in the form of a wire bracket on one side with the ribbed plate and are pressed by the screw force with a laterally projecting area on the support surface.
  • the rail is held.
  • a lateral support on each side of the rail foot can additionally fix the rail, which is particularly useful at high speeds or in curves.
  • the known rail bearings are able to hold the rail safely, they nevertheless have two disadvantages.
  • the elasticity of the intermediate layer and the intermediate plate is often insufficient, especially in the tram area.
  • tramway construction in modern low-floor vehicles often requires a rail deflection of up to 4 mm, which should also be available in the area of rail bearings in order to avoid a restless ride through non-yielding bearings.
  • the assembly and in particular the disassembly of the known rail bearings are quite expensive.
  • About large square wrench, the fittings of the pressing elements must be tightened or loosened, in particular, the release after mostly years of exposure to road salt, rain or metallic Schienenabrieben can be difficult.
  • the rail bearing is often damaged so severely that it has to be completely replaced.
  • again a large area of the rail must be loosened in order to be able to remove the entire rail bearing.
  • two further rail bearings which also have a ribbed plate and an elastic intermediate layer arranged underneath, wherein the elastic intermediate layer rests on a supporting support.
  • These rail bearings differ in terms of spring action basically not from the above-mentioned known rail bearings, as well as the additional spring loaded together with the load of the vehicle and the rail load the elastic intermediate layer.
  • the additional springs are here, as already stored in the two rails mentioned above, essentially only intended to prevent discharge of the screw during the passage of a train, so as to avoid loosening the screw.
  • these rail bearings also have the limitation that they are not adaptable to the desired flexibility with respect to the spring characteristic of the elastic intermediate layer during the passage of a train.
  • the elastic intermediate layer is already biased in addition, so that an elasticity with the desired in the tram area, relatively large spring travel of up to 4mm is hardly feasible.
  • the disadvantages in terms of mountability of the rail are not overcome here.
  • a first object of the invention is therefore to provide an elastic rail bearing that allows a defined deflection of the rail while secure attachment.
  • Another object of the invention is to provide an easily mountable, inexpensive rail bearing.
  • This first object is achieved according to the invention in that the additional spring element is connected in parallel to the spring action of the elastic intermediate plate to form a Rescuefederkonstante the connection between the ribbed plate and support pad.
  • the further object is achieved in that the ribbed plate Unterschieb mallässe having a lower pressure surface and the pressing elements are pushed transversely to the longitudinal direction of the rails through the Unterschieb mallässe so that they are resiliently supported on the upper bearing surfaces.
  • the inventive design of the rail bearing essential feature of the invention is the fact that now two different elastic means are connected in parallel.
  • this is the elastic intermediate plate, which is arranged between the ribbed plate and the support pad. This causes a basic elasticity of the bearing, but must also absorb the entire bearing load in the known systems. Therefore, it can not be formed arbitrarily elastic.
  • At least one additional, parallel to the intermediate plate spring element is now provided in addition to the elastic intermediate plate.
  • This can be arranged next to the elastic intermediate plate or enforce the elastic intermediate plate.
  • the latter solution will be chosen, since so a particularly compact construction of the bearing can be achieved, which allows a largely arbitrary realization of the spring characteristic.
  • the depressing element can be easily pushed through the Unterschieb micriner.
  • On the rail side its end runs on the support surface, which is usually inclined to the insertion direction of the pressing-down, for example, slightly rising.
  • the depressing element is slightly bent and thereby stuck in the Unterschieb miclass.
  • the frictional force prevents the depressing element from slipping back.
  • the lower slide passages of through openings are preferably formed in a part of the ribbed plate, wherein at present usually a substantially flat ribbed plate is used. However, this may change in the future, so the invention is not limited thereto.
  • the through-hole is particularly easily realized by a bearing block-like welded construction, which is essentially formed by a welded to the top of the ribbed plate bridge. The remaining between the bridge and the rib plate clearance then forms the through hole.
  • a casting mold or a more complex welded construction for the ribbed plate may be used, which may for example have a U-shaped area, wherein the rail in the after open top "U" is used and in the two legs have the through holes.
  • the rail can be pressed during assembly in the rail bearing and so the resilient intermediate layer can be biased.
  • An essential feature of this invention part is thus that the depressing element is inserted under the Unterschieb miclass to produce a resilient bias and is supported on the display surface.
  • a rail bearing with a ribbed plate 1 and a supporting support 2 is shown.
  • the bearing serves to hold and support a rail 3, which has a rail foot 3 'and on both sides an upper bearing surface 3 ", which is formed here by the upper side of the rail foot 3'.
  • the ribbed plate 1 is provided on both sides of the rail foot 3 ', each with a bearing block-like attachment 8, which is designed here as a welded bridge.
  • a bearing block-like attachment 8 which is designed here as a welded bridge.
  • the geometry can also be produced in other ways, only the fact that there is a slide-down passage 5 which is able to hold an inserted depressing element 4 down is essential.
  • the depressing element 4 is inserted into a rectangular recess of the bearing block-like attachments 8 and is supported by a bending stress with a front rail-near bending spring section 4 'on the rail foot.
  • the opposite side of the depressing element 4 is formed as a pressure region 4 ", which is supported on the ribbed plate 1 as an abutment.
  • an intermediate layer 9 is arranged between the rail 3 and the ribbed plate 1. This rebounds part of the bending loads when passing a train and facilitates the elastic insertion of the pressing elements 4.
  • an elastic intermediate plate 7 is provided below the rib plate 1, which is formed here in several layers with two superimposed layers of a rubber material.
  • the ribbed plate 1 which extends from the right to the left edge of the rail bearing, is connected by screws to the support surface 2, here designed as a screw-on plate.
  • the screws pass through the intermediate plate 7, to optimize the elastic properties of the intermediate plate 7, the rubber used is softer than usual chosen, between the rib plate 1 and the support surface 2 of the threaded bolts of the screw 12 guided coil springs 11 are arranged.
  • These two spring systems connected in parallel then give the total spring constant of the connection between the ribbed plate 1 and the support surface 2. In this way, a deflection of, for example, 4 mm can be realized.
  • the ribbed plate 1 is here, as usual in the rule, via four screw 12, which are respectively arranged at the corners of the often rectangular ribbed plates 1, connected to the support pad 2.
  • the heads of the screws form the abutment for the movement of the ribbed plate 1 relative to the support surface 2, that is, the ribbed plate 2 is movable between the bottom of the screw heads and the surface of the elastic intermediate plate 7 with maximum possible compression.
  • other travel restrictions can be used.
  • the latter may have a solid block or with openings, either open on one side or as closed chambers, be provided.
  • the spring block may be made of a rubber or a synthetic rubber and have metallic reinforcements or guides.
  • Such a spring element 11 can then be provided at any position and in any desired number, wherein preferably the elastic intermediate plate 7 has recesses into which the spring blocks are then inserted.
  • the preferred embodiment shown here has additional spring elements 11 in the form of a helical spring. These are available inexpensively and represent a useful combination to the rubber layers, which usually form the elastic intermediate layer 7. All or only some of the coil springs can be arranged concentrically to the screws of the screw 12, that is, they are wound around the screws and thus guided kink-proof, without additional fuses would have to be provided for this purpose.
  • the thread of the screw 12 can, as best of FIG. 3 it can be seen protected by one, the elastic intermediate layer 7 passing through sleeve 13, which is of course only so long that it does not restrict the required mobility.
  • This sleeve 13 may, for example, an upper, flange-like outwardly extending collar 13 ', which rests on the top of the rib plate 1. With a downwardly adjoining this collar 13 'lower tube portion 13 ", the sleeve 13 then projects through the ribbed plate 1 into the elastic intermediate layer 7. The uppermost turn of the helical spring is supported, the ribbed plate 1 between itself and the upper, flange-like collar 13 'clamping, on the underside of the ribbed plate 1 from.
  • a further compression spring 14, in particular a wound around the screw coil spring may be arranged, as for example in FIG. 4 is shown.
  • the screw head can lift off the ribbed plate 1, where a gap opens next to the screw that could potentially penetrate dirt or water.
  • a rail vehicle will automatically scatter sand to increase friction. Just then but could penetrate the sand in the gap and so in the long run to fill the space within the elastic liner 7, which then the spring action could initially be limited and then even canceled.
  • a further elastic layer in particular a rubber layer for draining off liquids, foreign bodies and / or brake sand, which has a convex surface 15 from the point of view of the abutment, so that particles and liquids can slide off and thus from the Bore be carried away.
  • the further elastic layer can be glued sealingly with the ribbed plate.
  • this rejector for foreign substances can also be made of a non-elastic material, in which case a rubber plate as an intermediate disc can take over the seal.
  • FIG. 5 Another way to protect against pollution is in FIG. 5 shown.
  • the screw 12 is formed by a sleeve-like enclosure 16, in which the spring 11 is arranged, so that there is a closed spring system, in which no dirt can penetrate.
  • this wall is formed accordion-like in the central region, which is to be construed as an example only.
  • Other types of length compensation can of course be used, a piston-like superimposing would be possible.
  • the sleeve-like sheath 16 has at the lower end an external thread, with which it is screwed into the support surface 2. At the opposite end a conventional screw head is arranged, which is welded here to the ribbed plate.
  • automatically counter-rotating shaft screws are used to avoid loosening the screws.
  • spring elements in the region of the screw connection 12 it is also possible to provide further spring elements which can be arranged approximately at a greater distance from the screw connection 12. Due to the distance and the cover by the ribbed plate 1, these would then be largely protected from contamination.
  • a Unterschieb penlass 5 is provided, via which a depressing element 4 can be pressed onto the rail foot 3 'of the rail 3.
  • the lower sliding passage 5 here is a passage opening, ie an opening in a vertical wall of the ribbed plate 1, which may be part of the plate itself, or as shown here, part of a bearing block-like attachment 8 arranged on the ribbed plate 1.
  • the passage openings preferably have a rectangular, oval or round cross-section.
  • the easiest way is the at least sections of the design of the depressing elements 4 as a curved or flat steel, so that then the rectangular shape of the through holes shown here can be selected, which is particularly easy to produce and at the same time offers the largest possible contact surface of the pressing elements 4.
  • the depressing elements 4 are arranged on both sides of the rail 3, although it would theoretically also be possible for the rail 3 to be held on one side under a holding edge arranged on the ribbed plate 1, under which the rail 3 is then pushed in during the laying. Then only a one-sided countering would have to be done by the depressing elements 4. Also in this case, the retaining edge should be able to transmit a mechanical tension to the rail foot 3 ', which would be possible, for example, by a shape of the profile that tapers in the direction of a rear stop, so that the rail foot 3' slides down below the retaining edge is pressed.
  • depressing elements 4 are provided on one side, then in each case several depressing elements 4 or only one depressing element 4 can be arranged there become. Thus, the depressing elements 4 do not relieve each other and thus the holding voltage is canceled in one of the depressing elements 4, however, preferably only one depressing element 4 is provided on each side.
  • the pressing-down element 4 can, for example, have on the side facing away from the rail 3 a pressure region 4 "directly or indirectly supporting the ribbed plate 1, which effects the required tension of the pressing-down element 4 and at the same time can form an attachment for a hammer Also have a Ansetzkante 6 for applying a trigger tool 10 so as to be able to apply the leverage.
  • the retaining force of the depressing elements 4 for avoiding accidental slipping and vandalism is preferably caused by the clamping force and the friction associated therewith.
  • a fuse may be provided, which may be formed either by a latching possibility or a positive lock, for example a split pin or a screw.
  • the rail bearing can be designed as a freely mountable bearing, in which case the support support can be formed by a connectable with a cross sleeper support plate. This bearing is then mounted on a threshold or on a solid surface. Alternatively, the support pad can already be embedded in the concrete, as it will often be the case with a "slab track system".

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bearings For Parts Moving Linearly (AREA)
  • Railway Tracks (AREA)
  • Rolling Contact Bearings (AREA)
  • Sliding-Contact Bearings (AREA)
  • Connection Of Plates (AREA)

Abstract

A rail seat for rails having a lower patten provided on both sides with upper support surfaces, with a ribbed plate which is connected to a support by fastenings and with push-down elements for retaining the rail. The rail seat including an elastic intermediate plate arranged between the ribbed plate and the support, wherein the intermediate plate presses the ribbed plate, in a load-free condition, against an upper abutment. The ribbed plate is pressed down in a direction of the support with compression of the elastic intermediate plate. The rail seat further includes a spring element arranged between the support and the ribbed plate, wherein the spring element is connected in parallel to produce a spring action of the elastic intermediate plate.

Description

Die Erfindung betrifft ein Schienenlager für Schienen, die einen beidseitig mit oberen Auflageflächen versehenen, unteren Schienenfuß aufweisen, wobei das Schienenlager eine über Befestigungen mit einer Stützauflage verbundene Rippenplatte, Niederdrückelemente zum Halten der Schiene und zumindest eine, zwischen der Rippenplatte und der Stützauflage angeordnete, elastische Zwischenplatte aufweist, die die Rippenplatte im lastfreien Zustand gegen wenigstens ein oberes Widerlager drückt, wobei die Rippenplatte in Richtung der Stützauflage unter Zusammendrücken der elastischen Zwischenplatte niederdrückbar ist und zwischen der Stützauflage und der Rippenplatte wenigstens ein zusätzliches Federelement angeordnet ist.The invention relates to a rail bearing for rails, which have provided on both sides with upper bearing surfaces, lower rail foot, wherein the rail bearing connected via attachments with a support pad ribbed plate, pressing elements for holding the rail and at least one, arranged between the ribbed plate and the support pad, elastic Intermediate plate has, which presses the ribbed plate in the load-free state against at least one upper abutment, wherein the ribbed plate in the direction of the support pad is depressible under compression of the elastic intermediate plate and between the support pad and the rib plate at least one additional spring element is arranged.

Die gattungsgemäßen Schienen sind dabei Schienen aller Art, insbesondere Schienen oder Weichen eines Eisenbahn- oder Straßenbahngleissystems. Aber auch Schienen eines sonstigen Logistik- oder Transportsystems, etwa im Bereich der Lagerhaltung oder des Bergbaus können mit der erfindungsgemäßen Lagerung gehalten werden. aus diesem Grund ist unter Schiene im Sinne dieser Anmeldung jegliche Schiene eines Schienen-gebundenen Transportsystems zu verstehen. Die verwendeten Schienen weisen dabei einen beidseitig mit oberen Auflageflächen versehenen unteren Schienenfuß auf. Das Schienenlager ist mit einer so genannten Rippenplatte, die über Befestigungen mit einer Stützauflage verbunden ist und federnden, auf der Rippenplatte gehaltenen Niederdrückelementen versehen, die sich auf den Auflageflächen zum Halten der Schienen abstützen.The generic rails are rails of all kinds, especially rails or points of a railway or tram track system. But also rails of another logistics or transport system, such as in the field of warehousing or mining can be kept with the storage according to the invention. For this reason, rail in the sense of this application is to be understood as any rail of a rail-bound transport system. The rails used here have on both sides provided with upper bearing surfaces lower rail foot. The rail bearing is provided with a so-called ribbed plate, which is connected via attachments with a support pad and resilient, held on the ribbed plate depressing elements, which are supported on the support surfaces for holding the rails.

Aus der EP 1 111 131 A1 sowie aus der EP 1 118 711 A2 sind derartige Schienenlager bekannt, die sowohl im Bereich des Schotteroberbaus als auch bei den so genannten "Feste-Fahrbahn-Systemen" verwendet werden können. In beiden Fällen müssen Schwingungen aufgrund von unvermeidlichen Rad- und Fahrbahnunebenheiten ausgeglichen werden, um einerseits den Fahrkomfort zu erhöhen und andererseits Abrollgeräusche zu minimieren.From the EP 1 111 131 A1 as well as from the EP 1 118 711 A2 Such rail bearings are known which can be used both in the field of ballast track as well as in the so-called "solid-track systems". In both cases, vibrations due to unavoidable wheel and road bumps must be compensated, on the one hand to increase ride comfort and on the other hand minimize rolling noise.

Hierzu weisen die Schienenlager Zwischenplatten unterhalb der Schienenlager auf. Diese bestehen aus einem elastischen Material und federn die Belastung durch den vorüber fahrenden Zug ab. Unterhalb der Zwischenplatte ist eine Stützauflage vorgesehen, die entweder von einer Eisenplatte gebildet sein kann, auf die die übrigen Teile des Schienenlagers aufgeschraubt werden können oder die von einem einbetonierten Lagerelement gebildet sein kann. Dieses Lagerelement kann beispielsweise dann Teil des "Feste-Fahrbahn-Systems" oder einer Schwelle sein.For this purpose, the rail bearings have intermediate plates below the rail bearings. These consist of an elastic material and cushion the load from the passing train. Below the intermediate plate, a support pad is provided, which may be formed either of an iron plate on which the rest Parts of the rail bearing can be screwed or can be formed by a cast-in bearing element. This bearing element may for example be part of the "slab track system" or a threshold.

Ferner ist zur Vermeidung von Schwingungen unter den Schienen, zwischen Schienenfuß und Rippenplatte eine elastische Zwischenlage, in der Regel aus einem Kunstgummi, angeordnet.Furthermore, to avoid vibrations under the rails, between rail and ribbed plate an elastic intermediate layer, usually made of a synthetic rubber, arranged.

Die bekannten Schienenlager sind über zwei oder mehr Niederdrückelemente mit den Schienen verbunden. Üblicherweise haben die Schienen die Form eines "Doppel-T"-Trägers, wobei die obere Lauffläche dicker und der untere Schienenfuß eher dünner, dafür aber breiter ausgebildet sind. Die Oberseite der seitlich hervorspringenden Schienenfüße dienen dabei aus Auflagefläche für die Niederdrückelemente, die meist in Form eines Drahtbügels einseitig mit der Rippenplatte verschraubt sind und durch die Schraubenkraft mit einem seitlich hervorspringenden Bereich auf die Auflagefläche gedrückt sind. Hierdurch wird die Schiene gehalten. Eine seitliche Stütze an jeder Seite des Schienenfußes kann die Schiene zusätzlich fixieren, was insbesondere bei hohen Geschwindigkeiten oder in Kurven zweckmäßig ist.The known rail bearings are connected via two or more depressing elements with the rails. Usually, the rails have the shape of a "double-T" carrier, with the upper tread thicker and the lower rail foot rather thinner, but wider. The upper side of the laterally projecting rail feet serve to support surface for the pressing-down elements, which are usually screwed in the form of a wire bracket on one side with the ribbed plate and are pressed by the screw force with a laterally projecting area on the support surface. As a result, the rail is held. A lateral support on each side of the rail foot can additionally fix the rail, which is particularly useful at high speeds or in curves.

Obwohl die bekannten Schienenlager die Schiene sicher zu halten vermögen, haben sie doch zwei Nachteile. Zum einen ist die Elastizität der Zwischenlage und der Zwischenplatte gerade im Straßenbahnbereich oft nicht ausreichend. So wird im Straßenbahnbau bei modernen Niederflurwagen oft eine Einfedermöglichkeit der Schiene um bis zu 4 mm gefordert, die auch im Bereich der Schienenlager gegeben sein sollte, um eine unruhige Fahrt durch nicht nachgebende Lager zu vermeiden.Although the known rail bearings are able to hold the rail safely, they nevertheless have two disadvantages. For one, the elasticity of the intermediate layer and the intermediate plate is often insufficient, especially in the tram area. For example, tramway construction in modern low-floor vehicles often requires a rail deflection of up to 4 mm, which should also be available in the area of rail bearings in order to avoid a restless ride through non-yielding bearings.

Ferner sind die Montage und insbesondere die Demontage der bekannten Schienenlager recht aufwendig. Über große Vierkantschlüssel müssen die Verschraubungen der Niederdrückelemente angezogen oder gelöst werden, wobei insbesondere das Lösen nach meist jahrelanger Einwirkung von Streusalz, Regen oder metallischen Schienenabrieben schwer sein kann. Durch die mit dem gewaltsamen Lösen verbundene Krafteinwirkung wird oft auch das Schienenlager so stark geschädigt, dass es vollständig ausgewechselt werden muss. Hierzu muss wiederum ein großer Bereich der Schiene gelockert werden, um das gesamte Schienenlager entnehmen zu können.Furthermore, the assembly and in particular the disassembly of the known rail bearings are quite expensive. About large square wrench, the fittings of the pressing elements must be tightened or loosened, in particular, the release after mostly years of exposure to road salt, rain or metallic Schienenabrieben can be difficult. As a result of the force effect associated with the forcible release, the rail bearing is often damaged so severely that it has to be completely replaced. For this purpose, again a large area of the rail must be loosened in order to be able to remove the entire rail bearing.

Aus der DE 195 17 112 A1 und aus der DE 295 07 130 U1 sind ferner zwei weitere Schienenlager bekannt, die ebenfalls eine Rippenplatte und eine darunter angeordnete elastische Zwischenlage aufweisen, wobei die elastische Zwischenlage auf einer Stützauflage aufliegt. Diese Schienenlager unterscheiden sich hinsichtlich der Federwirkung im Grunde nicht von den oben bereits genannten bekannten Schienenlagern, da auch hier die Zusatzfeder zusammen mit der Last des Fahrzeuges und der Schienenlast die elastische Zwischenlage belastet. Die Zusatzfedern sind hier, wie auch schon bei den beiden oben genannten Schienen lagern, im Wesentlichen lediglich dafür vorgesehen, eine Entlastung der Schraubverbindung während der Überfahrt eines Zuges zu verhindern, um so ein Lösen der Schraube zu vermeiden.From the DE 195 17 112 A1 and from the DE 295 07 130 U1 Furthermore, two further rail bearings are known, which also have a ribbed plate and an elastic intermediate layer arranged underneath, wherein the elastic intermediate layer rests on a supporting support. These rail bearings differ in terms of spring action basically not from the above-mentioned known rail bearings, as well as the additional spring loaded together with the load of the vehicle and the rail load the elastic intermediate layer. The additional springs are here, as already stored in the two rails mentioned above, essentially only intended to prevent discharge of the screw during the passage of a train, so as to avoid loosening the screw.

Auch diese Schienenlager weisen daher die Einschränkung auf, dass sie hinsichtlich der Federkennlinie der elastischen Zwischenlage während der Überfahrt eines Zuges nicht mit der gewünschten Flexibilität anpassbar sind. Im Gegenteil, aufgrund der zusätzlichen Druckkraft durch die Zusatzfeder ist die elastische Zwischenlage bereits zusätzlich vorgespannt, so dass eine Elastizität mit den im Straßenbahnbereich gewünschten, relativ großen Federwegen von bis zu 4mm kaum realisierbar ist. Auch sind hier die Nachteile hinsichtlich der Montierbarkeit der Schiene nicht überwunden.Therefore, these rail bearings also have the limitation that they are not adaptable to the desired flexibility with respect to the spring characteristic of the elastic intermediate layer during the passage of a train. On the contrary, due to the additional pressure force by the additional spring, the elastic intermediate layer is already biased in addition, so that an elasticity with the desired in the tram area, relatively large spring travel of up to 4mm is hardly feasible. Also, the disadvantages in terms of mountability of the rail are not overcome here.

Eine erste Aufgabe der Erfindung ist es daher, ein elastisches Schienenlager zu schaffen, das eine definierte Durchbiegung der Schiene bei gleichzeitig sicherer Befestigung ermöglicht. Eine weitere Aufgabe der Erfindung ist es, ein leicht montierbares, kostengünstiges Schienenlager zu schaffen.A first object of the invention is therefore to provide an elastic rail bearing that allows a defined deflection of the rail while secure attachment. Another object of the invention is to provide an easily mountable, inexpensive rail bearing.

Diese erste Aufgabe wird nach der Erfindung dadurch gelöst, dass das zusätzliche Federelement zur Federwirkung der elastischen Zwischenplatte zur Bildung einer Gesamtfederkonstante der Verbindung zwischen Rippenplatte und Stützauflage parallel geschaltet ist.This first object is achieved according to the invention in that the additional spring element is connected in parallel to the spring action of the elastic intermediate plate to form a Gesamtfederkonstante the connection between the ribbed plate and support pad.

Die weitere Aufgabe wird erfindungsgemäß dadurch gelöst, dass die Rippenplatte Unterschiebdurchlässe mit einer unteren Druckfläche aufweist und die Niederdrückelemente quer zur Längsrichtung der Schienen derart durch die Unterschiebdurchlässe schiebbar sind, dass sie sich federnd auf den oberen Auflageflächen abstützen.The further object is achieved in that the ribbed plate Unterschiebdurchlässe having a lower pressure surface and the pressing elements are pushed transversely to the longitudinal direction of the rails through the Unterschiebdurchlässe so that they are resiliently supported on the upper bearing surfaces.

Durch die erfindungsgemäße Ausgestaltung des Schienenlagers wesentliches Merkmal der Erfindung ist die Tatsache, dass nun zwei verschiedene elastische Mittel miteinander parallel geschaltet werden. Zum einen ist dies die elastische Zwischenplatte, die zwischen der Rippenplatte und der Stützauflage angeordnet ist. Diese bewirkt eine Grundelastizität des Lagers, muss aber bei den bekannten Systemen auch die gesamte Lagerlast aufnehmen. Daher kann sie nicht beliebig elastisch ausgebildet werden.The inventive design of the rail bearing essential feature of the invention is the fact that now two different elastic means are connected in parallel. First, this is the elastic intermediate plate, which is arranged between the ribbed plate and the support pad. This causes a basic elasticity of the bearing, but must also absorb the entire bearing load in the known systems. Therefore, it can not be formed arbitrarily elastic.

Erfindungsgemäß ist nun neben der elastischen Zwischenplatte wenigstens ein zusätzliches, zu der Zwischenplatte parallel geschaltetes Federelement vorgesehen. Dieses kann neben der elastischen Zwischenplatte angeordnet sein oder auch die elastische Zwischenplatte durchsetzen. Bevorzugt wird letztere Lösung gewählt werden, da so ein besonders kompakter Aufbau des Lagers erzielt werden kann, der eine weitgehend beliebige Realisierung der Federkennlinie ermöglicht.According to the invention, at least one additional, parallel to the intermediate plate spring element is now provided in addition to the elastic intermediate plate. This can be arranged next to the elastic intermediate plate or enforce the elastic intermediate plate. Preferably, the latter solution will be chosen, since so a particularly compact construction of the bearing can be achieved, which allows a largely arbitrary realization of the spring characteristic.

Erfindungsgemäß kann zur Lösung der weiteren Aufgabe, entweder in Kombination mit der Lösung der ersten Aufgabe oder auch unabhängig hiervon, nun das Niederdrückelement einfach durch die Unterschiebdurchlässe hindurch geschoben werden. Auf der Schienenseite läuft sein Ende dabei auf die Auflagefläche auf, die üblicherweise zur Einschubrichtung des Niederdrückelementes geneigt, zum Beispiel leicht ansteigend ausgebildet ist. Hierdurch wird das Niederdrückelement etwas verbogen und klemmt sich hierdurch in dem Unterschiebdurchlass fest. Die Reibungskraft verhindert ein Zurückrutschen des Niederdrückelementes.According to the invention, to solve the further object, either in combination with the solution of the first object or independently thereof, now the depressing element can be easily pushed through the Unterschiebdurchlässe. On the rail side, its end runs on the support surface, which is usually inclined to the insertion direction of the pressing-down, for example, slightly rising. As a result, the depressing element is slightly bent and thereby stuck in the Unterschiebdurchlass. The frictional force prevents the depressing element from slipping back.

Bevorzugt werden die Unterschiebdurchlässe von Durchgangsöffnungen in einem Teil der Rippenplatte gebildet sein, wobei derzeit meist eine im Wesentlichen ebene Rippenplatte Verwendung findet. Möglicherweise wird sich dies jedoch künftig ändern, so dass die Erfindung hierauf nicht beschränkt ist. Im Falle einer ebenen Rippenplatte wird die Durchgangsöffnung besonders einfach durch eine lagerbockartige Schweißkonstruktion realisiert, die im wesentlichen von einer auf die Oberseite der Rippenplatte geschweißten Brücke gebildet ist. Der zwischen der Brücke und der Rippenplatte verbleibende Freiraum bildet dann die Durchgangsöffnung.The lower slide passages of through openings are preferably formed in a part of the ribbed plate, wherein at present usually a substantially flat ribbed plate is used. However, this may change in the future, so the invention is not limited thereto. In the case of a flat ribbed plate, the through-hole is particularly easily realized by a bearing block-like welded construction, which is essentially formed by a welded to the top of the ribbed plate bridge. The remaining between the bridge and the rib plate clearance then forms the through hole.

Alternativ zur oben genannten Ausgestaltung kann auch eine Gussform oder eine komplexere Schweißkonstruktion für die Rippenplatte verwendet werden, die zum Beispiel einen U-förmigen Bereich aufweisen kann, wobei die Schiene in das nach oben offene "U" eingesetzt wird und in die beiden Schenkel die Durchgangsöffnungen aufweisen.As an alternative to the above-mentioned embodiment, a casting mold or a more complex welded construction for the ribbed plate may be used, which may for example have a U-shaped area, wherein the rail in the after open top "U" is used and in the two legs have the through holes.

Insbesondere durch die Verwendung einer elastischen Zwischenlage zwischen dem Schienenfuß und der Rippenplatte kann die Schiene während der Montage in das Schienenlager eingedrückt werden und so die federnde Zwischenlage vorgespannt werden. Wesentliches Merkmal dieses Erfindungsteils ist somit, dass das Niederdrückelement unter den Unterschiebdurchlass unter Herstellung einer elastischen Vorspannung eingeschoben wird und sich auf der Auslagefläche abstützt.In particular, by the use of an elastic intermediate layer between the rail and the ribbed plate, the rail can be pressed during assembly in the rail bearing and so the resilient intermediate layer can be biased. An essential feature of this invention part is thus that the depressing element is inserted under the Unterschiebdurchlass to produce a resilient bias and is supported on the display surface.

Weitere Merkmale und Vorteile der Erfindung ergeben sich aus den Unteransprüchen und aus der nachfolgenden Beschreibung bevorzugter Ausführungsbeispiele anhand der Zeichnungen.Further features and advantages of the invention will become apparent from the subclaims and from the following description of preferred embodiments with reference to the drawings.

In den Zeichnungen zeigt:

Figur 1:
ein erfindungsgemäßes Schienenlager in einer perspektivischen Ansicht,
Figur 2:
das Lager aus Figur 1 in einer Seitenansicht, teilweise im Schnitt,
Figur 3:
die Schraubverbindung des in Figur 1 und 2 dargestellten Lagers in einer Explosionsdarstellung,
Figur 4:
eine alternative Ausgestaltung des oberen Teils der Schraubverbindung und
Figur 5:
eine weitere alternative Ausgestaltung des oberen Teils der Schraubver- bindung.
In the drawings shows:
FIG. 1:
an inventive rail bearing in a perspective view,
FIG. 2:
the camp out FIG. 1 in a side view, partly in section,
FIG. 3:
the screw connection of in FIGS. 1 and 2 shown bearing in an exploded view,
FIG. 4:
an alternative embodiment of the upper part of the screw and
FIG. 5:
a further alternative embodiment of the upper part of the screw connection.

In den Figuren 1 und 2 (in Figur 2 ohne Darstellung der Niederdrückelemente 4) ist ein Schienenlager mit einer Rippenplatte 1 und einer Stützauflage 2 dargestellt. Das Lager dient zum Halten und Lagern einer Schiene 3, die einen Schienenfuß 3' und zu beiden Seiten eine obere Auflagefläche 3" aufweist, die hier von der Oberseite des Schienenfuß 3' gebildet ist.In the Figures 1 and 2 (in FIG. 2 without depiction of the depressing elements 4), a rail bearing with a ribbed plate 1 and a supporting support 2 is shown. The bearing serves to hold and support a rail 3, which has a rail foot 3 'and on both sides an upper bearing surface 3 ", which is formed here by the upper side of the rail foot 3'.

Die Rippenplatte 1 ist zu beiden Seiten des Schienenfuß 3' mit jeweils einem lagerbockartigen Aufsatz 8 versehen, der hier als aufgeschweißte Brücke ausgebildet ist. Selbstverständlich kann die Geometrie auch auf andere Weise hergestellt werden, wesentlich ist lediglich die Tatsache, dass ein Unterschiebdurchlass 5 vorhanden ist, der ein eingeschobenes Niederdrückelement 4 nach unten zu halten vermag.The ribbed plate 1 is provided on both sides of the rail foot 3 ', each with a bearing block-like attachment 8, which is designed here as a welded bridge. Of course, the geometry can also be produced in other ways, only the fact that there is a slide-down passage 5 which is able to hold an inserted depressing element 4 down is essential.

Das Niederdrückelement 4 ist in eine rechteckige Ausnehmung der lagerbockartigen Aufsätze 8 eingeschoben und stützt sich mit einer Biegespannung mit einem vorderen schienennahen Biegefederabschnitt 4' auf dem Schienenfuß ab. Die gegenüberliegende Seite des Niederdrückelements 4 ist als Druckbereich 4" ausgebildet, der sich auf der Rippenplatte 1 als Widerlager abstützt.The depressing element 4 is inserted into a rectangular recess of the bearing block-like attachments 8 and is supported by a bending stress with a front rail-near bending spring section 4 'on the rail foot. The opposite side of the depressing element 4 is formed as a pressure region 4 ", which is supported on the ribbed plate 1 as an abutment.

Zwischen der Schiene 3 und der Rippenplatte 1 ist eine Zwischenlage 9 angeordnet. Diese federt einen Teil der Biegebelastungen bei Vorüberfahren eines Zuges ab und erleichtert das elastische Einschieben der Niederdrückelemente 4. Unterhalb der Rippenplatte 1 ist eine elastische Zwischenplatte 7 vorgesehen, die hier mehrlagig mit zwei übereinander angeordneten Lagen aus einem Gummimaterial ausgebildet ist.Between the rail 3 and the ribbed plate 1, an intermediate layer 9 is arranged. This rebounds part of the bending loads when passing a train and facilitates the elastic insertion of the pressing elements 4. Below the rib plate 1, an elastic intermediate plate 7 is provided, which is formed here in several layers with two superimposed layers of a rubber material.

Die Rippenplatte 1, die sich vom rechten bis zum linken Rand des Schienenlagers erstreckt, ist über Schrauben mit der Stützauflage 2, hier als aufschraubbare Platte ausgebildet, verbunden. Die Schrauben durchsetzen die Zwischenplatte 7, zur Optimierung der elastischen Eigenschaften der Zwischenplatte 7 ist das verwendete Gummi weicher als üblich gewählt, wobei zwischen der Rippenplatte 1 und der Stützauflage 2 von den Gewindebolzen der Schraubverbindung 12 geführte Schraubenfedern 11 angeordnet sind. Diese beiden, parallel geschalteten Federsysteme ergeben dann die Gesamtfederkonstante der Verbindung zwischen Rippenplatte 1 und Stützauflage 2. Auf diese Weise kann eine Einfederung von beispielsweise 4mm realisiert werden.The ribbed plate 1, which extends from the right to the left edge of the rail bearing, is connected by screws to the support surface 2, here designed as a screw-on plate. The screws pass through the intermediate plate 7, to optimize the elastic properties of the intermediate plate 7, the rubber used is softer than usual chosen, between the rib plate 1 and the support surface 2 of the threaded bolts of the screw 12 guided coil springs 11 are arranged. These two spring systems connected in parallel then give the total spring constant of the connection between the ribbed plate 1 and the support surface 2. In this way, a deflection of, for example, 4 mm can be realized.

Zum Abnehmen des Schienenlagers weisen die Niederdrückelemente 4 Ansetzkanten 6 auf, an die ein Abzugswerkzeug 10 in Form eines Spezialhebel angesetzt werden kann, um das Niederdrückelement 4 seitlich aus Unterschiebdurchlass 5 herauszuziehen.To remove the rail bearing, the depressing elements 4 Ansetzkanten 6, to which a trigger tool 10 can be applied in the form of a special lever to pull the depressing element 4 laterally from Unterschiebdurchlass 5.

Die Rippenplatte 1 wird hier, wie in der Regel üblich, über vier Schraubverbindungen 12, die jeweils an den Ecken der oft rechteckigen Rippenplatten 1 angeordnet sind, mit der Stützauflage 2 verbunden. Dabei bilden die Köpfe der Schrauben das Widerlager für die Bewegung der Rippenplatte 1 relativ zu Stützauflage 2, dass heißt die Rippenplatte 2 ist zwischen der Unterseite der Schraubenköpfe und der Oberfläche der elastischen Zwischenplatte 7 bei maximal-möglicher Kompression beweglich. Natürlich können auch andere Wegbegrenzungen Verwendung finden.The ribbed plate 1 is here, as usual in the rule, via four screw 12, which are respectively arranged at the corners of the often rectangular ribbed plates 1, connected to the support pad 2. The heads of the screws form the abutment for the movement of the ribbed plate 1 relative to the support surface 2, that is, the ribbed plate 2 is movable between the bottom of the screw heads and the surface of the elastic intermediate plate 7 with maximum possible compression. Of course, other travel restrictions can be used.

Als zusätzliche Federelemente 11 können nun Tellerfedern oder Tellerfederpakete oder auch elastische Federblöcke verwendet werden, letztere können einen massiven Block aufweisen oder mit Öffnungen, entweder als einseitig offene oder als geschlossene Kammern ausgebildet, versehen sein. Dabei kann der Federblock aus einem Gummi- oder einem Kunstgummi gefertigt sein und metallische Verstärkungen oder Führungen aufweisen. Ein solches Federelement 11 kann dann an beliebiger Stelle und in beliebiger Anzahl vorgesehen werden, wobei bevorzugt die elastische Zwischenplatte 7 Ausnehmungen aufweist, in die die Federblöcke dann eingesetzt werden.As additional spring elements 11 now disc springs or disc spring assemblies or elastic spring blocks can be used, the latter may have a solid block or with openings, either open on one side or as closed chambers, be provided. In this case, the spring block may be made of a rubber or a synthetic rubber and have metallic reinforcements or guides. Such a spring element 11 can then be provided at any position and in any desired number, wherein preferably the elastic intermediate plate 7 has recesses into which the spring blocks are then inserted.

Die hier dargestellte bevorzugte Ausgestaltung weist jedoch zusätzliche Federelemente 11 in Form einer Schraubenfeder auf. Diese sind kostengünstig beziehbar und stellen eine sinnvolle Kombination zu den Gummilagen dar, die meist die elastische Zwischenlage 7 bilden. Alle oder nur einige der Schraubenfedern können konzentrisch zu den Schrauben der Schraubverbindung 12 angeordnet sein, dass heißt sie sind um die Schrauben gewunden und somit knicksicher geführt, ohne dass zusätzliche Sicherungen hierfür vorgesehen werden müssten.However, the preferred embodiment shown here has additional spring elements 11 in the form of a helical spring. These are available inexpensively and represent a useful combination to the rubber layers, which usually form the elastic intermediate layer 7. All or only some of the coil springs can be arranged concentrically to the screws of the screw 12, that is, they are wound around the screws and thus guided kink-proof, without additional fuses would have to be provided for this purpose.

Das Gewinde der Schraubverbindung 12 kann, wie am besten aus Figur 3 ersichtlich ist, von einer, die elastische Zwischenlage 7 durchsetzenden Hülse 13 geschützt sein, die natürlich nur so lang ist, dass sie die erforderliche Beweglichkeit nicht einschränkt. Diese Hülse 13 kann beispielsweise einen oberen, sich flanschartig nach außen erstreckenden Kragen 13' aufweisen, der auf der Oberseite der Rippenplatte 1 aufliegt. Mit einem sich nach unten an diesen Kragen 13' anschließenden unteren Rohrabschnitt 13" ragt die Hülse 13 dann durch die Rippenplatte 1 hindurch in die elastische Zwischenlage 7 hinein. Die oberste Windung der Schraubenfeder stützt sich dabei, die Rippenplatte 1 zwischen sich und dem oberen, flanschartigen Kragen 13' einklemmend, auf der Unterseite der Rippenplatte 1 ab.The thread of the screw 12 can, as best of FIG. 3 it can be seen protected by one, the elastic intermediate layer 7 passing through sleeve 13, which is of course only so long that it does not restrict the required mobility. This sleeve 13 may, for example, an upper, flange-like outwardly extending collar 13 ', which rests on the top of the rib plate 1. With a downwardly adjoining this collar 13 'lower tube portion 13 ", the sleeve 13 then projects through the ribbed plate 1 into the elastic intermediate layer 7. The uppermost turn of the helical spring is supported, the ribbed plate 1 between itself and the upper, flange-like collar 13 'clamping, on the underside of the ribbed plate 1 from.

Zwischen dem oberen Widerlager, also dem Schraubenkopf und der Rippenplatte 1 kann eine weitere Druckfeder 14, insbesondere eine um die Schraube gewundene Schraubenfeder angeordnet sein, wie es zum Beispiel in Figur 4 dargestellt ist.Between the upper abutment, so the screw head and the rib plate 1, a further compression spring 14, in particular a wound around the screw coil spring may be arranged, as for example in FIG. 4 is shown.

Grundsätzlich kann durch das Eindrücken der elastischen Zwischenlage 7 infolge eine Zuges, insbesondere beim Bremsen des Zuges und infolge der damit einhergehenden Schwerpunktverlagerung, der Schraubenkopf von der Rippenplatte 1 abheben, wobei sich ein Spalt neben der Schraube öffnet, in den möglicherweise Schmutz oder Wasser eindringen könnte. Insbesondere im Falle einer Notbremsung wird ein Schienenfahrzeug automatisch Sand streuen, um die Reibung zu erhöhen. Gerade dann könnte aber der Sand in den Spalt eindringen und so auf die Dauer den Raum innerhalb der elastischen Zwischenlage 7 füllen, wodurch dann die Federwirkung zunächst eingeschränkt und dann sogar aufgehoben werden könnte.Basically, by impressing the elastic intermediate layer 7 as a result of a train, in particular during braking of the train and as a result of the associated center of gravity displacement, the screw head can lift off the ribbed plate 1, where a gap opens next to the screw that could potentially penetrate dirt or water. In particular, in the case of emergency braking, a rail vehicle will automatically scatter sand to increase friction. Just then but could penetrate the sand in the gap and so in the long run to fill the space within the elastic liner 7, which then the spring action could initially be limited and then even canceled.

Um dies zu vermeiden, könnte natürlich eine Wartungs- und Spülmöglichkeit vorgesehen werden. Dies erfordert jedoch einen erheblichen Aufwand, so dass ein Eindringen von Fremdkörpern bevorzugt von vorneherein vermieden wird. Hierzu kann das Schienenlager, wie in Figur 4 beispielhaft dargestellt, im Bereich der Schraubverbindung 12 eine weitere elastische Lage, insbesondere eine Gummilage zum Ableiten von Flüssigkeiten, Fremdkörpern und/oder Bremssand aufweisen, die aus Sicht des Widerlagers eine konvexe Oberfläche 15 besitzt, so dass Partikel und Flüssigkeiten abgleiten können und somit von der Bohrung weggeführt werden. An der Unterseite kann die weitere elastische Lage mit der Rippenplatte dichtend verklebt sein. Natürlich kann dieser Abweiskörper für Fremdstoffe auch aus einem nicht elastischen Material gefertigt sein, wobei dann eine Gummiplatte als Zwischenscheibe die Abdichtung übernehmen kann.Of course, to avoid this, a maintenance and flushing option could be provided. However, this requires a considerable effort, so that penetration of foreign bodies is preferably avoided from the outset. For this purpose, the rail bearing, as in FIG. 4 By way of example, in the region of the screw connection 12, a further elastic layer, in particular a rubber layer for draining off liquids, foreign bodies and / or brake sand, which has a convex surface 15 from the point of view of the abutment, so that particles and liquids can slide off and thus from the Bore be carried away. At the bottom, the further elastic layer can be glued sealingly with the ribbed plate. Of course, this rejector for foreign substances can also be made of a non-elastic material, in which case a rubber plate as an intermediate disc can take over the seal.

Eine weitere Möglichkeit für den Schutz vor Verschmutzung ist in Figur 5 dargestellt. Hier wird die Schraubverbindung 12 von einer hülsenartigen Umhüllung 16 gebildet, in der die Feder 11 angeordnet ist, so dass sich ein geschlossenes Federsystem ergibt, in das kein Schmutz eindringen kann. Um die Federwirkung durch die Wandung der hülsenartigen Umhüllung 16 nicht aufzuheben ist diese Wandung im mittleren Bereich Ziehharmonika-artig ausgebildet, wobei dies nur als Beispiel aufgefasst werden soll. Auch andere Arten des Längenausgleichs können selbstverständlich Verwendung finden, auch ein kolbenartiges Übereinanderschieben wäre möglich.Another way to protect against pollution is in FIG. 5 shown. Here, the screw 12 is formed by a sleeve-like enclosure 16, in which the spring 11 is arranged, so that there is a closed spring system, in which no dirt can penetrate. In order not to cancel the spring effect through the wall of the sleeve-like sheath 16, this wall is formed accordion-like in the central region, which is to be construed as an example only. Other types of length compensation can of course be used, a piston-like superimposing would be possible.

Die hülsenartigen Umhüllung 16 weist an dem unteren Ende ein Außengewinde auf, mit dem es in die Stützauflage 2 eingeschraubt ist. Am gegenüberliegenden Ende ist ein üblicher Schraubenkopf angeordnet, der hier an die Rippenplatte angeschweißt ist. Durch den - hier nur stilisiert dargestellten - Längenausgleich im mittleren Bereich kann die hülsenartigen Umhüllung 16 die Beweglichkeit trotz der Verbindung mit der Rippenplatte 1 und gleichzeitig der unteren Stützauflage 2 aufrechterhalten.The sleeve-like sheath 16 has at the lower end an external thread, with which it is screwed into the support surface 2. At the opposite end a conventional screw head is arranged, which is welded here to the ribbed plate. By the - here only stylized illustrated - length compensation in the central region, the sleeve-like enclosure 16, the mobility despite the connection maintained with the ribbed plate 1 and at the same time the lower support pad 2.

Bei allen Ausgestaltungen werden zur Vermeidung einer Lockerung der Schrauben bevorzugt selbsttätig konternde Schaftschrauben verwendet. Neben den Federelementen im Bereich der Schraubverbindung 12 können auch weitere Federelemente vorgesehen sein, die etwa in einem größeren Abstand zu der Schraubverbindung 12 angeordnet sein können. Aufgrund des Abstandes und der Abdeckung durch die Rippenplatte 1 wären diese dann vor einer Verschmutzung weitgehend geschützt.In all embodiments, automatically counter-rotating shaft screws are used to avoid loosening the screws. In addition to the spring elements in the region of the screw connection 12, it is also possible to provide further spring elements which can be arranged approximately at a greater distance from the screw connection 12. Due to the distance and the cover by the ribbed plate 1, these would then be largely protected from contamination.

Bei der in Figur 1 dargestellten Ausgestaltung der Erfindung ist ein Unterschiebdurchlass 5 vorgesehen, über den ein Niederdrückelement 4 auf den Schienenfuß 3' der Schiene 3 gedrückt werden kann. Der Unterschiebdurchlass 5 ist hier eine Durchlassöffnung, also eine Öffnung in einer vertikalen Wandung der Rippenplatte 1, die Teil der Platte selbst, oder wie hier gezeigt, Teil eines auf der Rippenplatte 1 angeordnete, lagerbockartigen Aufsatzes 8 sein kann.At the in FIG. 1 illustrated embodiment of the invention, a Unterschiebdurchlass 5 is provided, via which a depressing element 4 can be pressed onto the rail foot 3 'of the rail 3. The lower sliding passage 5 here is a passage opening, ie an opening in a vertical wall of the ribbed plate 1, which may be part of the plate itself, or as shown here, part of a bearing block-like attachment 8 arranged on the ribbed plate 1.

Die Durchgangsöffnungen weisen bevorzugt einen rechteckigen, ovalen oder runden Querschnitt aufweisen. Am einfachsten ist die zumindest abschnittsweise Ausgestaltung der Niederdrückelemente 4 als gebogene oder gerade Flacheisen, so dass dann die hier gezeigte rechteckige Formgebung der Durchgangsöffnungen gewählt werden kann, die besonders leicht herstellbar ist und gleichzeitig eine möglichst große Auflagefläche der Niederdrückelemente 4 bietet.The passage openings preferably have a rectangular, oval or round cross-section. The easiest way is the at least sections of the design of the depressing elements 4 as a curved or flat steel, so that then the rectangular shape of the through holes shown here can be selected, which is particularly easy to produce and at the same time offers the largest possible contact surface of the pressing elements 4.

Die Niederdrückelemente 4 sind zu beiden Seiten der Schiene 3 angeordnet, obwohl es theoretisch auch möglich wäre, dass einseitig die Schiene 3 unter einer auf der Rippenplatte 1 angeordnete Haltekante gehalten ist, unter die die Schiene 3 dann bei dem Verlegen untergeschoben wird. Dann müsste nur noch einseitig eine Konterung durch die Niederdrückelemente 4 erfolgen. Auch in diesem Fall sollte die Haltekante eine mechanische Spannung auf den Schienenfuß 3' übertragen können, was zum Beispiel durch eine sich in Richtung eines hinteren Anschlags sich verjüngende Formgebung des Profils möglich wäre, so dass der Schienenfuß 3' beim Unterschieben unter die Haltekante nach unten gedrückt wird.The depressing elements 4 are arranged on both sides of the rail 3, although it would theoretically also be possible for the rail 3 to be held on one side under a holding edge arranged on the ribbed plate 1, under which the rail 3 is then pushed in during the laying. Then only a one-sided countering would have to be done by the depressing elements 4. Also in this case, the retaining edge should be able to transmit a mechanical tension to the rail foot 3 ', which would be possible, for example, by a shape of the profile that tapers in the direction of a rear stop, so that the rail foot 3' slides down below the retaining edge is pressed.

Sind Niederdrückelemente 4 auf einer Seite vorgesehen, können dort dann jeweils mehrere Niederdrückelemente 4 oder auch nur ein Niederdrückelement 4 angeordnet werden. Damit sich die Niederdrückelemente 4 nicht gegenseitig entlasten und damit die Haltespannung bei einem der Niederdrückelemente 4 aufgehoben wird, wird allerdings bevorzugt auf jeder Seite nur ein Niederdrückelement 4 vorgesehen.If depressing elements 4 are provided on one side, then in each case several depressing elements 4 or only one depressing element 4 can be arranged there become. Thus, the depressing elements 4 do not relieve each other and thus the holding voltage is canceled in one of the depressing elements 4, however, preferably only one depressing element 4 is provided on each side.

Das Niederdrückelement 4 kann beispielsweise auf der der Schiene 3 abgewandten Seite einen sich auf der Rippenplatte 1 mittelbar oder unmittelbar abstützenden Druckbereich 4" aufweisen, der die erforderliche Spannung des Niederdrückelementes 4 bewirkt und gleichzeitig einen Ansatz für einen Hammer darstellen kann. Der Druckbereich 4" kann auch eine Ansetzkante 6 zum Ansetzen eines Abzugswerkzeuges 10 aufweisen um so die Hebelwirkung aufbringen zu können.The pressing-down element 4 can, for example, have on the side facing away from the rail 3 a pressure region 4 "directly or indirectly supporting the ribbed plate 1, which effects the required tension of the pressing-down element 4 and at the same time can form an attachment for a hammer Also have a Ansetzkante 6 for applying a trigger tool 10 so as to be able to apply the leverage.

Die Rückhaltekraft der Niederdrückelemente 4 zum Vermeiden des unbeabsichtigten Herausrutschens und von Vandalismus wird bevorzugt durch die Spannkraft und die damit verbundene Reibung bewirkt. Alternativ oder zusätzlich kann auch eine Sicherung vorgesehen sein, die entweder von einer Rastmöglichkeit oder einer formschlüssigen Sicherung, zum Beispiel einem Splint oder einer Schraube, gebildet sein kann.The retaining force of the depressing elements 4 for avoiding accidental slipping and vandalism is preferably caused by the clamping force and the friction associated therewith. Alternatively or additionally, a fuse may be provided, which may be formed either by a latching possibility or a positive lock, for example a split pin or a screw.

Das Schienenlager kann als frei montierbares Lager ausgebildet sein, wobei dann die Stützauflage von einem mit einer Querschwelle verbindbaren Tragblech gebildet sein kann. Dieses Lager wird dann auf eine Schwelle oder auch auf einen festen Untergrund montiert. Alternativ kann die Stützauflage auch bereits in den Beton eingelassen sein, so wie es bei einem "Feste-Fahrbahn-System" oft der Fall sein wird.The rail bearing can be designed as a freely mountable bearing, in which case the support support can be formed by a connectable with a cross sleeper support plate. This bearing is then mounted on a threshold or on a solid surface. Alternatively, the support pad can already be embedded in the concrete, as it will often be the case with a "slab track system".

Bezugszeichenliste:LIST OF REFERENCE NUMBERS

11
Rippenplatterib plate
22
Stützauflagesupport pad
33
Schienerail
3'3 '
Schienenfußrail
3"3 '
Obere Auflagefläche der SchieneUpper bearing surface of the rail
44
NiederdrückelementDepressor
4'4 '
Biegefederabschnitt des NiederdrückelementsBiegefederabschnitt the depressing element
4"4 '
Druckbereich des NiederdrückelementsPressure range of the depressing element
55
UnterschiebdurchlassUnder sliding passage
66
AnsetzkanteAnsetzkante
77
Zwischenplatteintermediate plate
88th
Lagerbockartige Aufsätze des SchienenfußBearing-like attachments of the rail foot
99
Zwischenlageliner
1010
Abzugswerkzeugdeduction tool
1111
Zusätzliches FederelementAdditional spring element
1212
Schraubverbindungscrew
1313
Hülseshell
13'13 '
Flanschartiger Kragen der HülseFlange-type collar of the sleeve
13"13 "
Unterer Rohrabschnitt der HülseLower tube section of the sleeve
1414
Weitere DruckfederFurther pressure spring
1515
Konvexe Oberfläche zur PartikelabfuhrConvex surface for particle removal
1616
Hülsenartige Umhüllung der SchraubeSleeve-like cladding of the screw

Claims (18)

  1. A rail bearing for rails (3) having a lower rail foot (3') provided with upper support surfaces (3") on both sides, wherein the rail bearing comprises a rib plate (1) connected with a support rest (2) press-down elements (4) for holding the rail (3) and at least one elastic intermediate plate (7) arranged between the rib plate (1) and the support rest (2), which in the load-free state presses the rib plate (1) against at least one upper abutment, wherein the rib plate (1) in the direction of the support rest (2) can be pressed down subject to the compression of the elastic intermediate plate (7) and between the support rest (2) and the rib plate (1) at least one additional spring element (11) is arranged, characterized in that the additional spring element for the spring action of the elastic intermediate plate 7 is connected in parallel for forming a total spring constant of the connection between rib plate (1) and support rest (2).
  2. The rail bearing according to Claim 1, characterized in that the additional spring element (11) passes through the elastic intermediate plate (7).
  3. The rail bearing according to any one of the two preceding claims, characterized in that the rib plate (1) is connected with the support rest (2) via at least two screw connections (12) which are formed by screws screwed into the rib plate (1) whose heads form the abutment.
  4. The rail bearing according to any one of the preceding claims, characterized in that the additional spring element (11) is formed by a disc spring, a disc spring set or an elastic spring block, more preferably a solid rubber or artificial rubber block or such provided with open or closed chambers on one side.
  5. The rail bearing according to any one of the Claims 1 or 3, characterized in that the additional spring element (11) is formed by a coil spring.
  6. The rail bearing according to Claim 2 and 4, characterized in that the coil spring is arranged concentrically to the screws of the screw connection (12).
  7. The rail bearing according to Claim 5, characterized in that the screw connection (12) is formed by a sleeve (13) passing through the elastic intermediate layer (7) and the screw passed through the sleeve (13), wherein the sleeve with a lower tube section (13") is inserted in the coil spring and comprises an upper, flange-like collar (13') which supports itself on the uppermost coil of the coil spring.
  8. The rail bearing according to any one of the preceding claims, characterized in that between the upper abutment and the rib plate (1) a further compression spring (14), more preferably a coil spring wound about the screw is arranged.
  9. The rail bearing according to the preceding claim, characterized in that it comprises an additional more preferably elastic layer for discharging liquids, foreign bodies and/or brake sand having a convex surface (15) viewed from the abutment which is arranged about the screw connection (12) so that its surface slopes in radial direction.
  10. The rail bearing according to any one of the preceding claims, characterized in that the screw connection (12) is at least partially arranged within a sleeve-like casing (16).
  11. The rail bearing according to the preceding claim, characterized in that the screw is formed by the sleeve-like casing (16), wherein the sleeve is a closed sleeve which via an external thread is screwed to the support rest (2) and connected with the rib plate (1), wherein the sleeve-like casing (16) between the rib plate (1) and the support rest (2) comprises a wall region that can be compressed in length and the spring element (11) is arranged in the sleeve-like casing (16).
  12. The rail bearing according to any one of the preceding claims, characterized in that the screws of the rail connection (12) are self-locking headless screws.
  13. The rail bearing according to any one of the preceding claims, characterized in that at least some of the additional spring elements (11) are formed by springs which are arranged next to the screw connection (12) and spaced from the latter.
  14. The rail bearings with resilient press-down elements (4) held on the rib plate (1), which support themselves on the support surfaces (3") for holding the rails according to any one of the preceding claims, characterized in that the rib plate (1) comprises slide-under passages (5) with a lower thrust surface and the press-down elements (4) can be slid through the slide-under passages (5) transversely to the longitudinal direction of the rails (3) in such a manner that they resiliently support themselves on the upper support surfaces (3"), wherein the slide-under passages (5) are formed by through-openings in a region of the rib plate (1).
  15. The rail bearing according to the preceding claim, characterized in that the rib plate (1) is substantially formed as a flat plate, wherein the region of the rib plate (1) comprising the through-openings is formed by bearing pedestal-like attachments (8) and the through-openings have a rectangular, oval or round cross section.
  16. The rail bearing according to the preceding claim, characterized in that the rib plate comprises lateral supports for supporting the rail foot in transverse direction, wherein the lateral supports are formed by the bearing pedestal-like attachments (8).
  17. The rail bearing according to any one of the claims 14 to 16, characterized in that the press-down elements (4) are formed by a resilient profile section comprises a bending spring section (4') supporting itself on the support surface (3") with substantially rectangular cross section and on the opposite side comprises a pressure region (4") supporting itself on the rib plate, wherein the bending spring section (4') is formed by a rectangular profile that is linear or curved in transverse direction to the rail, wherein the pressure region (4") comprises a starting edge (6) for starting a prising tool.
  18. The rail bearing according to any one of the Claims 14 to 17, characterized in that the press-down elements (4) and the rib plate (1) are embodied in such a manner that press-down elements (4) can be slid through the slide-under passages (5) against a retaining force, wherein in the mounted state the press-down elements (4) and the rib plate (1) are connected with one another via an engagement connection, wherein an engagement lug when sliding the press-down element (4) into the slide-under passage (5) resiliently engages in an engagement recess.
EP06725505A 2005-04-02 2006-03-31 Rail bearing Not-in-force EP1866481B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102005015288 2005-04-02
PCT/EP2006/061259 WO2006106089A2 (en) 2005-04-02 2006-03-31 Rail bearing

Publications (2)

Publication Number Publication Date
EP1866481A2 EP1866481A2 (en) 2007-12-19
EP1866481B1 true EP1866481B1 (en) 2010-05-19

Family

ID=37073823

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06725505A Not-in-force EP1866481B1 (en) 2005-04-02 2006-03-31 Rail bearing

Country Status (6)

Country Link
US (1) US7717352B2 (en)
EP (1) EP1866481B1 (en)
CN (1) CN101160434B (en)
AT (1) ATE468436T1 (en)
DE (1) DE502006006981D1 (en)
WO (1) WO2006106089A2 (en)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2435285A (en) * 2006-02-21 2007-08-22 Pandrol Ltd Fastening railway rails
CA2639207A1 (en) * 2007-08-31 2009-02-28 Portec Rail Products, Inc. Notched tie plate insulator
GB2453575B (en) * 2007-10-11 2011-11-30 Pandrol Ltd Railway rail paid
DE102009041816B4 (en) * 2009-09-18 2011-07-28 Vossloh-Werke GmbH, 58791 Shim for fixing a rail to a solid surface and fixing a rail
DE202009014462U1 (en) * 2009-09-18 2010-02-18 Vossloh-Werke Gmbh System for securing a rail to a solid surface and fastening a rail
US8181578B2 (en) * 2010-01-12 2012-05-22 Delta Railroad Construction, Inc. Method, system and devices for railroad track reconditioning and repair
USD756844S1 (en) * 2013-03-15 2016-05-24 L.B. Foster Company Curve block
EP2821358B1 (en) * 2013-07-03 2016-11-30 Kone Corporation Guide rail alignment system for elevators
US9290312B2 (en) 2013-08-14 2016-03-22 Dart Container Corporation Double-walled container
EP3279397B1 (en) * 2016-08-05 2019-03-06 Industrispar Svenska AB Fixation of a rail to a tie plate by means of cylindrical clamping bolts
CN112681026A (en) * 2019-10-18 2021-04-20 无锡市良名机械制造有限公司 Anti-loosening structure for rail elastic strip fastener

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1836713A (en) * 1930-03-26 1931-12-15 William B Hewitt Tie plate
US1863145A (en) * 1931-07-13 1932-06-14 Charles D Young Rail retaining key
US2724558A (en) * 1952-08-21 1955-11-22 Herbert T Jones Rail anchor tie plate
US3576293A (en) * 1969-02-26 1971-04-27 Landis Sales Co Direct fixation rail fastener apparatus
CN2067292U (en) * 1990-04-09 1990-12-12 北京铁路局太原科学技术研究所 Adjustable rail fastening clip
DE29507130U1 (en) * 1994-05-06 1995-07-06 Phoenix Ag, 21079 Hamburg Elastic intermediate layer, especially for ballastless superstructure
DE19517112A1 (en) * 1994-12-22 1996-07-04 Heilit & Woerner Bau Ag Track superstructure with continuous support plate and individual fastening devices for the rails
DK0856086T3 (en) * 1995-10-20 2000-10-16 Butzbacher Weichenbau Gmbh superstructure construction
DE20021245U1 (en) * 1999-12-24 2001-04-26 RST Rail Systems and Technologies GmbH, 39179 Barleben Rail fastening
BE1013240A6 (en) * 2000-01-19 2001-11-06 Vanhonacker Patrick Device support for rail rail.

Also Published As

Publication number Publication date
WO2006106089A3 (en) 2007-01-18
US20080191049A1 (en) 2008-08-14
US7717352B2 (en) 2010-05-18
DE502006006981D1 (en) 2010-07-01
CN101160434A (en) 2008-04-09
WO2006106089A2 (en) 2006-10-12
CN101160434B (en) 2011-11-16
EP1866481A2 (en) 2007-12-19
ATE468436T1 (en) 2010-06-15

Similar Documents

Publication Publication Date Title
EP1866481B1 (en) Rail bearing
DE202009004399U1 (en) Guide plate for a system for securing a rail to a substrate and a system comprising such a guide plate
EP3472387B1 (en) Elastic element for a fastening point for a rail for rail vehicles
EP0666938B1 (en) Bearing for a part of a railroad track
EP3597825A1 (en) Rail fastening system
DE102013106123A1 (en) Rail attachment point and shim for such a rail attachment point
AT511068B9 (en) DEVICE FOR VIBRATION DAMPING AND FOR CHANGING LONGITUDINAL STIFFNESS
DE102014216543A1 (en) liner
WO2010133191A1 (en) Vehicle restraint system
DE1964039A1 (en) Elastic element for mounting rails or sleepers
DE3926392A1 (en) Sound-dampening rail mounting - has railway rail guided in vertical direction between levers at sides
DE202011103938U1 (en) Sound insulation device for railways
EP2363529B1 (en) System for attaching a rail
DE19924891C1 (en) Permanent way rail mounting has acoustic dampers in the spaces under the rail and to the side of the rail with the smaller side space widening away from the rail to prevent the rail tilting out of place
EP0739436B1 (en) Rail seat
DE102006015501A1 (en) Rail mounting comprises base plate, into which rail foot fits, which is bolted to support plate, flexible plate fitting between base plate and support plate and bolts passing through it, around which springs are fitted
EP1041200B1 (en) Support structure for a railway track section
EP0948679B1 (en) Substructure for a railway vehicle track formed from rails
WO1994002682A1 (en) Roller device
DE102012003989A1 (en) Base frame for track made of rails for rail vehicles, has base plate that rests on sleeper and is provided with two pins directed upwards, where pin engages into corresponding openings of consoles
DE1534108A1 (en) Track construction
EP1041201A2 (en) Support structure for a railway track section
EP2072681B1 (en) Console for temporarily installed rails
DE102018100837A1 (en) An intermediate plate for placing between a ground and a rail for a rail vehicle in a rail fastening point and rail fastening point
DE10128844A1 (en) Device for fixing rails on a fixed subconstruction having recesses comprises support devices having different widths so that in the assembled state each rail is arranged off-center relative to the width of a recess

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

17P Request for examination filed

Effective date: 20071016

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

RIN1 Information on inventor provided before grant (corrected)

Inventor name: WENGLORZ, UWE

Inventor name: LOEFFELSEND, HERMANN-JOSEF

DAX Request for extension of the european patent (deleted)
17Q First examination report despatched

Effective date: 20080922

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIN1 Information on inventor provided before grant (corrected)

Inventor name: WENGLORZ, UWE

Inventor name: LOEFFELSEND, HERMANN-JOSEF

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 HU IE IS IT LI LT LU LV MC NL 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

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REF Corresponds to:

Ref document number: 502006006981

Country of ref document: DE

Date of ref document: 20100701

Kind code of ref document: P

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20100519

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: 20100519

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: 20100830

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: 20100519

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

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: 20100519

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: 20100519

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: 20100919

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: 20100519

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

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: 20100519

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: 20100820

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: 20100519

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100519

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: 20100519

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: 20100519

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: 20100920

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

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: 20100519

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: 20100519

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: 20100519

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

26N No opposition filed

Effective date: 20110222

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502006006981

Country of ref document: DE

Effective date: 20110221

BERE Be: lapsed

Owner name: KOLNER VERKEHRS-BETRIEBE A.G.

Effective date: 20110331

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

Ref country code: MC

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

Effective date: 20110331

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: BE

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

Effective date: 20110331

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

Ref country code: CH

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

Effective date: 20110331

Ref country code: LI

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

Effective date: 20110331

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 468436

Country of ref document: AT

Kind code of ref document: T

Effective date: 20110331

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

Ref country code: AT

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

Effective date: 20110331

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: 20110331

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: 20100819

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

Effective date: 20100519

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 12

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

Ref country code: NL

Payment date: 20170323

Year of fee payment: 12

Ref country code: FR

Payment date: 20170323

Year of fee payment: 12

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

Ref country code: GB

Payment date: 20170327

Year of fee payment: 12

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

Ref country code: TR

Payment date: 20170327

Year of fee payment: 12

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

Ref country code: DE

Payment date: 20170411

Year of fee payment: 12

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

Ref country code: IT

Payment date: 20170323

Year of fee payment: 12

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502006006981

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20180401

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

Effective date: 20180331

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

Ref country code: NL

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

Effective date: 20180401

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

Ref country code: DE

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

Effective date: 20181002

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

Ref country code: IT

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

Effective date: 20180331

Ref country code: GB

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

Effective date: 20180331

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

Ref country code: FR

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

Effective date: 20180331

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 NON-PAYMENT OF DUE FEES

Effective date: 20180331