EP2339071B1 - Bridging element and roadway barrier element - Google Patents
Bridging element and roadway barrier element Download PDFInfo
- Publication number
- EP2339071B1 EP2339071B1 EP20100162545 EP10162545A EP2339071B1 EP 2339071 B1 EP2339071 B1 EP 2339071B1 EP 20100162545 EP20100162545 EP 20100162545 EP 10162545 A EP10162545 A EP 10162545A EP 2339071 B1 EP2339071 B1 EP 2339071B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- bridging
- elements
- concrete guide
- guide walls
- distance
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
- E01F15/088—Details of element connection
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
- E01F15/081—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
- E01F15/083—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using concrete
Definitions
- the invention relates to a bridging element for bridging a distance between two concrete Leitsentn. Furthermore, the invention relates to a roadway boundary element, which has an inventive bridging element between at a distance from each other arranged concrete guide walls.
- Betonleit practicen For roadway limitation, the provision of Betonleit practicen is known. These are usually stepped in cross-section concrete elements, which are provided in the longitudinal direction with reinforcing elements such as wire ropes. Such concrete guide walls are for example in DE 101 45 647 and DE 10 2005 030 412 described. Concrete guide walls are usually produced directly on site from in-situ concrete. In particular, in the arrangement of Betonleit propositionn on existing lanes, but also in new buildings, there is the problem that manhole covers such as Gullideckel or the like would be placed under this after completion of the concrete wall. However, the manhole covers must be accessible for regular maintenance and the like.
- Out DE 20 2009 001 131 is an element for connecting Betonleit paragraphn in the region of a bridge with the features of the preamble of claim 1 is known. By this element caused by temperature fluctuations shifts should be compensated.
- the element has two plate-shaped. Elements that have multiple overlapping slots. Through the slots bolts or screws are guided. The plates are thus displaced in the longitudinal direction to each other.
- the object of the invention is to provide a bridging element for bridging a distance between two Betonleitofficen, as well as a corresponding Fahrbahnbegrenzungselement with which at high starting safety, the two spaced concrete guide walls can be interconnected.
- the object is achieved by a bridging element according to claim 1 or a roadway limiting element according to claim 11.
- the bridging element according to the invention for bridging a distance between two adjacent concrete guide walls is particularly suitable for bridging in the region of covers of a shaft or the like.
- the bridging element has two coupling devices according to the invention. Each coupling device is in this case connected to one of the two concrete guide walls in such a way that the coupling device can be connected to the reinforcement elements provided in the concrete guide wall for power transmission.
- the connection with the reinforcing elements is important according to the invention, since in a collision the force is transmitted or absorbed in particular by the reinforcing elements.
- the two with the Coupling devices connected to reinforcing elements projecting from the concrete guide walls are connected to one another by a connecting element for power transmission.
- the connecting element in particular made of steel components, serves to transmit forces between the two coupling devices.
- the bridging element according to the invention By providing the bridging element according to the invention, the introduced by an impact, for example, just before the end of a concrete guide in this force transmitted via the connected to the concrete guide coupling device in the connecting element and from the connecting element via the second coupling device in the subsequent Betonleitwand. Without the provision of the bridging element according to the invention there would be the risk that a vehicle collides against it shortly before the end of the two concrete guide walls, the concrete guide wall being laterally, i. is moved transversely to its longitudinal direction and the vehicle then collides head-on against the front side of the adjacent concrete guide. This can lead to serious accidents. This danger is considerably reduced by the invention.
- each of the two coupling devices has a plurality of coupling elements.
- the individual coupling elements are each connected to one of the reinforcing elements, such as a reinforcing bar, for power transmission. This is done for example by specially trained sleeves. These are preferably connected via cut on the reinforcing bars thread with the reinforcing elements.
- the individual coupling elements are each connected to one another via a common holding element.
- the example, five reinforcing bars a Betonleitwand are thus connected to each other via the holding element.
- Threads may be provided on the outside or inside of the sleeves so that the sleeves can be connected to a nut or screw.
- Suitable sleeves are, for example, Lenton combination sleeves S13, for reinforcing steel diameter 16 mm from ERICO International Corporation.
- sleeves are also connected, for example, by a cut onto the reinforcing bars thread with these.
- the sleeves themselves are touched on the facing away from the reinforcing elements side, so that in a good way welding is possible.
- sleeves LENTON weld-on sockets type C12.
- the coupling elements in a preferred embodiment have a head element, in which embodiment the LENTON combination sleeves type S13 are preferably used.
- the head element serves to transmit power from the coupling elements to the holding part.
- the head element is preferably on an inner side of the respective holding element, i. arranged on the two mutually facing sides of the holding element. A collision of a vehicle causes a pulling on the reinforcing elements. These tensile forces are then introduced directly into the holding part via the head part.
- the head part is in this case preferably connected to the free end of the reinforcing elements or the coupling elements connected to the reinforcing elements.
- the coupling elements are in this case sleeve-shaped and firmly connected, for example, by screwing or welding to the ends of the reinforcing elements.
- the particular rod-shaped Reinforcement elements at least partially inserted or screwed into the sleeve.
- the sleeves have an external or internal thread. It is then possible to provide a nut or screw as the head part.
- the reinforcing elements provided with coupling elements by extending in the longitudinal direction of the concrete guide openings, such as through holes Retaining elements, inserted. Then, the head part as the mother is connected to the coupling element on the inside of the respective holding element.
- connection of the connecting element with the two holding elements takes place on the coupling device.
- the connecting element in each case has a force transmission element, which is connected to the respective holding element.
- the force transmission element can be a shoulder running transversely to the longitudinal direction, so that the connection element partially surrounds the retaining element.
- the force transmission elements in a preferred embodiment are pins, in particular screws.
- the pin-shaped force transmission elements are in this case inserted into openings of the holding element, which extend in particular transversely to the longitudinal axis, and fixed, for example by nuts.
- the connecting element is formed at least in two parts.
- the connecting element has two opposing plate-shaped connecting parts. These are applied for connection to the two outer sides of the holding elements and connected via the power transmission elements, such as arranged transversely to the longitudinal direction screws.
- the transmission of tensile forces on the reinforcing elements in the coupling elements takes place in an impact.
- the coupling elements in particular the head parts of the coupling elements, there is a transfer of force to the inside of the respective holding element.
- the force is transmitted in particular via the power transmission elements, such as transversely arranged screws, on the connecting element. From this, the power transmission then takes place in reverse order again in the reinforcing elements of the other Betonleitwand.
- the invention relates to a roadway boundary element with two spaced apart Betonleit conceptn.
- the longitudinal distance between the two Betonleit paragraphn is bridged by the bridging element described above.
- a cover is provided in a preferred embodiment.
- the cover lies in its two end regions on the end regions of the two concrete guide walls.
- the Betonleitance are milled off at their ends or have a gradation.
- the depth of the step substantially corresponds to the thickness of the material of the cover, so that a continuous, substantially flat top is realized.
- the outer contour of the cover preferably corresponds to the outer contour of the concrete guide walls.
- the cover can be connected, for example via screws and dowels with the ends of the concrete guide walls in the overlap.
- a connection of the cover can be made with the connecting element.
- the connecting element for example, on its upper side on a substantially horizontal upper surface forming intermediate element.
- the cover can rest and be screwed.
- Another intermediate element may be provided on the underside of the connecting element. This may in particular be a correspondingly angled sheet metal part, which is connected on the one hand with the connecting element by screwing or the like and on the other hand rests against an inner side of the cover, wherein in this area, for example by screwing a connection can be made.
- both the cover and the connecting element is held in a preferred embodiment by releasable fixing elements, for example, a manhole cover is easily accessible by appropriate disassembly.
- the transition element according to the invention is in the FIGS. 1 and 2 shown.
- the transition element is connected to a first concrete guide wall 10 and a second concrete guide wall 12.
- a cover 14 ( 4 and 5 ) of the roadway boundary element is in Fig. 1 and 2 not shown.
- reinforcing rods 18 are provided in the two Betonleit sentencen 10, 12 five each extending in the longitudinal direction 16 reinforcing rods 18 are provided.
- the two concrete guide walls 10, 12 have a distance a from each other, wherein the reinforcing elements 18 protrude from the end faces 20.
- a manhole cover 22 is provided, which must be accessible.
- the reinforcing elements 18 are each connected to a coupling device 24.
- the two coupling devices 24 are then connected to a connecting element 26.
- the two coupling devices 24 have a plurality of coupling elements 28, wherein in the illustrated preferred embodiment, the coupling element 28 has a sleeve 30, for example, by welding or crimping with the respective reinforcing element 18th connected is. In this case, the reinforcing element 18 projects into the sleeve 30.
- the sleeve 30 has an internal thread into which a screw 32 is screwed in to form a head part of the coupling element 28.
- a holding element 34 is provided, which is essentially a cuboid component.
- the holding element 34 has through bores 36 extending in the longitudinal direction 16, each throughbore 36 being associated with a coupling element 28.
- Fig. 3 are the same and similar components according to the first embodiment ( Fig. 1 and 2 ) are identified by the same reference numerals.
- the main difference between the two embodiments is the design of the sleeves used.
- the sleeves or coupling elements 29 are as described above with reference to the sleeve 28 connected to the ends of the reinforcing elements 18, for example by welding.
- the sleeves 18 have no internal thread, so that a connection can be made via a screw connection with the holding elements 34.
- the sleeves 29 are connected by welding to outer sides 31 of a holding element 33.
- the holding element 33 is U-shaped in cross section corresponding to the holding element 34, wherein the closed part, however, points in the direction of the concrete guide wall 12.
- An essential aspect of in Fig. 3 illustrated embodiment is that a weld seam 35, with which the sleeves 29 are welded to the outside 31 of the holding member 33, are disposed within the concrete guide wall 12.
- the end face 31 of the holding element 33 is arranged in a preferred embodiment within the Betonleitwand 12 or is at least at one end face 37 of the concrete guide 12 at.
- the reinforcing elements 18 are connected to the sleeves 30. Then, in the first embodiment, five reinforcing elements or the five associated with these sleeves 30 (FIG. Fig. 2 ) is pushed through the openings 36 of the corresponding holding element 34. Then, the screws 32 are screwed into the sleeves 30. Depending on how far the screws 32 are screwed into the sleeves 30, a length compensation or compensation of tolerances can take place. This is particularly important for the assembly of the connecting element 26 described below.
- the connecting element 26 has two mutually opposite plate-shaped connecting parts 38 (FIG. Fig. 2 or 3 ) on.
- the connecting parts 38 are flat plates which abut against outer sides 40 of the two holding elements 34.
- power transmission elements 42 are provided, which are screws in the illustrated embodiment. By means of the screws 42, a force is transmitted from the holding elements 34 to the connecting parts 38.
- the two connecting parts 38 are formed in cross-section substantially C-shaped ( Fig. 5 ).
- Fig. 5 Here are the two in Fig. 4 upper lugs 44 a horizontal support for the hood 14.
- the hood 14 can then be secured by screws on the lugs 44.
- an intermediate part 46 likewise made of sheet steel or the like, is provided. This is also C-shaped in cross section and has in Fig. 4 upward pointing approaches. These lugs are parallel to the insides of the two side parts 48 of the hood 14. These approaches can be done via screws 50 (FIG. Fig. 4 ) the hood 14 are attached.
- the hood 14 is placed in a preferred embodiment from above and then screwed as described above with the connecting element 26.
- the two concrete elements 10, 12 in their end regions a gradation 52 (FIG. Fig. 1 ) on.
- the gradation 52 is covered by the hood 14 ( Fig. 4 ).
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
Die Erfindung betrifft ein Überbrückungselement zum Überbrücken eines Abstandes zwischen zwei Betonleitwänden. Ferner betrifft die Erfindung ein Fahrbahnbegrenzungselement, das zwischen in einem Abstand zueinander angeordneten Betonleitwänden ein erfindungsgemäßes Überbrückungselement aufweist.The invention relates to a bridging element for bridging a distance between two concrete Leitwänden. Furthermore, the invention relates to a roadway boundary element, which has an inventive bridging element between at a distance from each other arranged concrete guide walls.
Zur Fahrbahnbegrenzung ist das Vorsehen von Betonleitwänden bekannt. Hierbei handelt es sich üblicherweise um im Querschnitt gestuft ausgebildete Betonelemente, die in Längsrichtung mit Bewehrungselementen wie Drahtseilen versehen sind. Derartige Betonleitwände sind beispielsweise in
Aus
Aufgabe der Erfindung ist es, ein Überbrückungselement zum Überbrücken eines Abstandes zwischen zwei Betonleitwänden, sowie ein entsprechendes Fahrbahnbegrenzungselement zu schaffen, mit dem bei hoher Anfahrsicherheit die beiden beabstandeten Betonleitwände miteinander verbunden werden können.The object of the invention is to provide a bridging element for bridging a distance between two Betonleitwänden, as well as a corresponding Fahrbahnbegrenzungselement with which at high starting safety, the two spaced concrete guide walls can be interconnected.
Die Lösung der Aufgabe erfolgt durch ein Überbrückungselement gemäß Anspruch 1 bzw. ein Fahrbahnbegrenzungselement gemäß Anspruch 11.The object is achieved by a bridging element according to claim 1 or a roadway limiting element according to claim 11.
Das erfindungsgemäße Überbrückungselement zum Überbrücken eines Abstandes zwischen zwei benachbarten Betonleitwänden ist insbesondere zur Überbrückung im Bereich von Abdeckungen eines Schachts oder dergleichen geeignet. Das Überbrückungselement weist erfindungsgemäß zwei Kupplungsvorrichtungen auf. Jede Kupplungsvorrichtung ist hierbei mit einer der beiden Betonleitwände derart verbunden, dass die Kupplungsvorrichtung mit den in der Betonleitwand vorgesehenen Bewehrungselementen zur Kraftübertragung verbindbar ist. Die Verbindung mit den Bewehrungselementen ist erfindungsgemäß wichtig, da bei einem Aufprall die Kraft insbesondere durch die Bewehrungselemente übertragen bzw. aufgenommen wird. Die beiden mit den aus den Betonleitwänden ragenden Bewehrungselementen verbundenen Kupplungsvorrichtungen sind zur Kraftübertragung durch ein Verbindungselement miteinander verbunden. Das insbesondere aus Stahl-Bauteilen hergestellte Verbindungselement dient zur Übertragung von Kräften zwischen den beiden Kupplungsvorrichtungen.The bridging element according to the invention for bridging a distance between two adjacent concrete guide walls is particularly suitable for bridging in the region of covers of a shaft or the like. The bridging element has two coupling devices according to the invention. Each coupling device is in this case connected to one of the two concrete guide walls in such a way that the coupling device can be connected to the reinforcement elements provided in the concrete guide wall for power transmission. The connection with the reinforcing elements is important according to the invention, since in a collision the force is transmitted or absorbed in particular by the reinforcing elements. The two with the Coupling devices connected to reinforcing elements projecting from the concrete guide walls are connected to one another by a connecting element for power transmission. The connecting element, in particular made of steel components, serves to transmit forces between the two coupling devices.
Durch Vorsehen des erfindungsgemäßen Überbrückungselements wird die durch einen Aufprall beispielsweise kurz vor dem Ende einer Betonleitwand in diese eingeleitete Kraft über die mit der Betonleitwand verbundenen Kupplungsvorrichtung in das Verbindungselement und von dem Verbindungselement über die zweite Kupplungsvorrichtung in die anschließende Betonleitwand übertragen. Ohne das Vorsehen des erfindungsgemäßen Überbrückungselements bestünde die Gefahr, dass ein Fahrzeug kurz vor dem Ende der beiden Betonleitwände gegen diese prallt, die Betonleitwand seitlich, d.h. quer zu ihrer Längsrichtung verschoben wird und das Fahrzeug sodann frontal gegen die Stirnseite der benachbarten Betonleitwand prallt. Hierbei können schwere Unfälle erfolgen. Diese Gefahr ist durch die Erfindung erheblich reduziert.By providing the bridging element according to the invention, the introduced by an impact, for example, just before the end of a concrete guide in this force transmitted via the connected to the concrete guide coupling device in the connecting element and from the connecting element via the second coupling device in the subsequent Betonleitwand. Without the provision of the bridging element according to the invention there would be the risk that a vehicle collides against it shortly before the end of the two concrete guide walls, the concrete guide wall being laterally, i. is moved transversely to its longitudinal direction and the vehicle then collides head-on against the front side of the adjacent concrete guide. This can lead to serious accidents. This danger is considerably reduced by the invention.
Erfindungsgemäß weist jede der beiden Kupplungsvorrichtungen mehrere Kupplungselemente auf. Die einzelnen Kupplungselemente sind hierbei jeweils mit einem der Bewehrungselemente, wie einem Bewehrungsstab, zur Kraftübertragung verbunden. Diese erfolgt beispielsweise durch speziell ausgebildete Muffen. Diese werden vorzugsweise über auf die Bewehrungsstäbe aufgeschnittene Gewinde mit den Bewehrungselementen verbunden.According to the invention, each of the two coupling devices has a plurality of coupling elements. The individual coupling elements are each connected to one of the reinforcing elements, such as a reinforcing bar, for power transmission. This is done for example by specially trained sleeves. These are preferably connected via cut on the reinforcing bars thread with the reinforcing elements.
Die einzelnen Kupplungselemente sind jeweils über ein gemeinsames Halteelement miteinander verbunden. Es bestehen somit zwei Halteelemente, die jeweils mit den Kupplungselementen der einen bzw. der anderen Betonleitwand verbunden sind. Die beispielsweise fünf Bewehrungsstäbe einer Betonleitwand sind somit über das Halteelement miteinander verbunden.The individual coupling elements are each connected to one another via a common holding element. There are thus two holding elements, which are each connected to the coupling elements of one or the other concrete guide. The example, five reinforcing bars a Betonleitwand are thus connected to each other via the holding element.
An der Außenseite oder der Innenseite der Muffen können Gewinde vorgesehen sein, so dass die Muffen mit einer Mutter oder Schraube verbunden werden können. Geeignete Muffen sind beispielsweise Lenton Kombinationsmuffen S13, für Betonstahldurchmesser 16 mm der Firma ERICO International Corporation.Threads may be provided on the outside or inside of the sleeves so that the sleeves can be connected to a nut or screw. Suitable sleeves are, for example, Lenton combination sleeves S13, for reinforcing
Bei einer weiteren geeigneten Ausführungsform der Muffen werden diese ebenfalls beispielsweise durch ein auf die Bewehrungsstäbe aufgeschnittenes Gewinde mit diesen verbunden. Die Muffen selber sind an der von den Bewehrungselementen weg weisenden Seite angefasst, so dass auf gute Weise ein Verschweißen möglich ist. Es handelt sich hierbei beispielsweise um Muffen LENTON Anschweißmuffen, Typ C12.In a further suitable embodiment of the sleeves, these are also connected, for example, by a cut onto the reinforcing bars thread with these. The sleeves themselves are touched on the facing away from the reinforcing elements side, so that in a good way welding is possible. These are, for example, sleeves LENTON weld-on sockets, type C12.
Um möglichst hohe Kräfte von den einzelnen Kupplungselementen auf das Halteelement übertragen zu können, weisen die Kupplungselemente in bevorzugter Ausführungsform ein Kopfelement auf, wobei bei dieser Ausführungsform vorzugsweise die LENTON Kombinationsmuffen, Typ S13 verwendet werden. Das Kopfelement dient zur Kraftübertragung von den Kupplungselementen auf das Halteteil. Hierzu ist das Kopfelement vorzugsweise auf einer Innenseite des jeweiligen Halteelements, d.h. auf den beiden aufeinander zu weisenden Seiten des Halteelements angeordnet. Ein Aufprall eines Fahrzeugs bewirkt ein Ziehen an den Bewehrungselementen. Diese Zugkräfte werden über das Kopfteil sodann unmittelbar in das Halteteil eingebracht.In order to be able to transmit as high forces as possible from the individual coupling elements to the retaining element, the coupling elements in a preferred embodiment have a head element, in which embodiment the LENTON combination sleeves type S13 are preferably used. The head element serves to transmit power from the coupling elements to the holding part. For this purpose, the head element is preferably on an inner side of the respective holding element, i. arranged on the two mutually facing sides of the holding element. A collision of a vehicle causes a pulling on the reinforcing elements. These tensile forces are then introduced directly into the holding part via the head part.
Das Kopfteil wird hierbei vorzugsweise mit dem freien Ende der Bewehrungselemente bzw. den mit den Bewehrungselementen verbundenen Kupplungselementen verbunden. In besonders bevorzugter Ausführungsform sind die Kupplungselemente hierbei hülsenförmig ausgebildet und beispielsweise durch Verschrauben oder Verschweißen mit den Enden der Bewehrungselemente fest verbunden. Hierzu werden die insbesondere stabförmigen Bewehrungselemente zumindest teilweise in die Hülse eingesteckt bzw. eingeschraubt. Weiter ist es bevorzugt, dass die Hülsen ein Außen- oder Innengewinde aufweisen. Es ist sodann möglich als Kopfteil eine Mutter oder Schraube vorzusehen.The head part is in this case preferably connected to the free end of the reinforcing elements or the coupling elements connected to the reinforcing elements. In a particularly preferred embodiment, the coupling elements are in this case sleeve-shaped and firmly connected, for example, by screwing or welding to the ends of the reinforcing elements. For this purpose, the particular rod-shaped Reinforcement elements at least partially inserted or screwed into the sleeve. Further, it is preferred that the sleeves have an external or internal thread. It is then possible to provide a nut or screw as the head part.
Zur Montage werden in besonders bevorzugter Ausführungsform die mit Kupplungselementen versehenen Bewehrungselemente durch in Längsrichtung der Betonleitwände verlaufende Öffnungen, wie Durchgangsbohrungen der Halteelemente, gesteckt. Sodann wird auf der Innenseite des jeweiligen Halteelements das Kopfteil wie die Mutter mit dem Kupplungselement verbunden.For mounting in a particularly preferred embodiment, the reinforcing elements provided with coupling elements by extending in the longitudinal direction of the concrete guide openings, such as through holes Retaining elements, inserted. Then, the head part as the mother is connected to the coupling element on the inside of the respective holding element.
Bei einer weiteren bevorzugten Ausführungsform, bei der insbesondere die LENTON Anschweißmuffen, Typ C12 verwendet werden, erfolgt ein Verbinden, insbesondere Verschweißen der Kupplungselemente mit einer Außenseite des Halteelements. Besonders bevorzugt ist es bei dieser Ausführungsform, dass die Enden der Bewehrungselemente zusammen mit den Muffen innerhalb der Betonleitwand angeordnet werden bzw. einbetoniert werden. Auch die Außenseite des Halteelements ist hierbei vorzugsweise innerhalb der Betonleitwand angeordnet. Die Außenseite des Halteelements liegt somit entweder an der Stirnseite der Betonleitwand an oder ragt etwas in diese hinein. Dies hat den Vorteil, dass die verwendeten Muffen nicht aus korrosionsfreiem Material, wie V2A-Stahl, hergestellt sein müssen. Aufgrund des Einbetonierens der Muffe ist diese vor Korrosion geschützt.In a further preferred embodiment, in which in particular the LENTON weld-on sleeves, type C12 are used, there is a connection, in particular welding of the coupling elements to an outer side of the retaining element. It is particularly preferred in this embodiment, that the ends of the reinforcing elements are arranged together with the sleeves within the Betonleitwand or be concreted. The outside of the retaining element is hereby preferably arranged within the concrete guide wall. The outside of the retaining element is thus either on the front side of the Betonleitwand or protrudes slightly into it. This has the advantage that the sleeves used must not be made of corrosion-free material, such as V2A steel. Due to the Einbetonierens the sleeve is protected from corrosion.
Erfindungsgemäß erfolgt das Verbinden des Verbindungselements mit den beiden Halteelementen an der Kupplungsvorrichtung. Hierzu weist das Verbindungselement jeweils ein Kraftübertragungselement auf, das mit dem jeweiligen Halteelement verbunden ist. Bei dem Kraftübertragungselement kann es sich um einen quer zur Längsrichtung verlaufenden Ansatz handeln, so dass das Verbindungselement das Halteelement teilweise umgreift.According to the invention, the connection of the connecting element with the two holding elements takes place on the coupling device. For this purpose, the connecting element in each case has a force transmission element, which is connected to the respective holding element. The force transmission element can be a shoulder running transversely to the longitudinal direction, so that the connection element partially surrounds the retaining element.
Da die Montage hierdurch erheblich vereinfacht und hohe Kräfte aufgenommen werden können, handelt es sich bei den Kraftübertragungselementen in bevorzugter Ausführungsform um Stifte, insbesondere um Schrauben. Die stiftförmigen Kraftübertragungselemente werden hierbei in Öffnungen des Halteelements, die insbesondere quer zur Längsachse verlaufen, eingesteckt und beispielsweise durch Muttern fixiert.Since the assembly can thereby be considerably simplified and high forces can be absorbed, the force transmission elements in a preferred embodiment are pins, in particular screws. The pin-shaped force transmission elements are in this case inserted into openings of the holding element, which extend in particular transversely to the longitudinal axis, and fixed, for example by nuts.
Das Verbindungselement ist mindestens zweiteilig ausgebildet . Das Verbindungselement weist zwei einander gegenüberliegende plattenförmige Verbindungsteile auf. Diese werden zur Verbindung an die beiden Außenseiten der Halteelemente angelegt und über die Kraftübertragungselemente, wie quer zur Längsrichtung angeordnete Schrauben, verbunden.The connecting element is formed at least in two parts. The connecting element has two opposing plate-shaped connecting parts. These are applied for connection to the two outer sides of the holding elements and connected via the power transmission elements, such as arranged transversely to the longitudinal direction screws.
In montiertem Zustand erfolgt bei einem Aufprall somit die Übertragung von Zugkräften über die Bewehrungselemente in die Kupplungselemente. Von den Kupplungselementen, insbesondere den Kopfteilen der Kupplungselemente, erfolgt eine Übertragung der Kraft auf die Innenseite des jeweiligen Halteelements. Von dem Halteelement wird die Kraft insbesondere über die Kraftübertragungselemente, wie quer angeordnete Schrauben, auf das Verbindungselement übertragen. Von diesem erfolgt die Kraftübertragung sodann in umgekehrter Reihenfolge wieder in die Bewehrungselemente der anderen Betonleitwand.When mounted, the transmission of tensile forces on the reinforcing elements in the coupling elements takes place in an impact. Of the coupling elements, in particular the head parts of the coupling elements, there is a transfer of force to the inside of the respective holding element. Of the retaining element, the force is transmitted in particular via the power transmission elements, such as transversely arranged screws, on the connecting element. From this, the power transmission then takes place in reverse order again in the reinforcing elements of the other Betonleitwand.
Ferner betrifft die Erfindung ein Fahrbahnbegrenzungselement mit zwei in einem Abstand zueinander angeordneten Betonleitwänden. Der in Längsrichtung bestehende Abstand zwischen den beiden Betonleitwänden wird durch das vorstehend beschriebene Überbrückungselement überbrückt. Um eine weiterhin möglichst stufenfreie Außenseite zu gewährleisten und im Fall eines Aufpralls eines Kraftfahrzeugs ein möglichst gutes Ableiten zu ermöglichen, ist in bevorzugter Ausführungsform eine Abdeckhaube vorgesehen. Die Abdeckhaube liegt in ihren beiden Endbereichen auf den Endbereichen der beiden Betonleitwände auf. Vorzugsweise sind die Betonleitwände an ihren Enden abgefräst bzw. weisen eine Abstufung auf. Die Tiefe der Stufe entspricht im Wesentlichen der Dicke des Materials der Abdeckhaube, so dass eine durchgehende, im Wesentlichen ebene Oberseite verwirklicht ist. Die Außenkontur der Abdeckhaube entspricht vorzugweise der Außenkontur der Betonleitwände.Furthermore, the invention relates to a roadway boundary element with two spaced apart Betonleitwänden. The longitudinal distance between the two Betonleitwänden is bridged by the bridging element described above. In order to ensure an as possible stepless as possible outside and in the event of an impact of a motor vehicle to allow the best possible derivation, a cover is provided in a preferred embodiment. The cover lies in its two end regions on the end regions of the two concrete guide walls. Preferably, the Betonleitwände are milled off at their ends or have a gradation. The depth of the step substantially corresponds to the thickness of the material of the cover, so that a continuous, substantially flat top is realized. The outer contour of the cover preferably corresponds to the outer contour of the concrete guide walls.
Die Abdeckhaube kann beispielsweise über Schrauben und Dübel mit den Enden der Betonleitwände im Bereich der Überdeckung verbunden werden. Zusätzlich oder anstelle dieser Verbindung kann eine Verbindung der Abdeckhaube mit dem Verbindungselement erfolgen. Hierzu weist das Verbindungselement beispielsweise an seiner Oberseite ein im Wesentlichen eine horizontale Oberseite ausbildendes Zwischenelement auf. Auf diesem Zwischenelement kann die Abdeckhaube aufliegen und verschraubt werden. Ein weiteres Zwischenelement kann an der Unterseite des Verbindungselements vorgesehen sein. Hierbei kann es sich insbesondere um ein entsprechend abgewinkeltes Blechteil handeln, das einerseits mit dem Verbindungselement durch Verschrauben oder dergleichen verbunden ist und andererseits an einer Innenseite der Abdeckhaube anliegt, wobei auch in diesem Bereich beispielsweise durch Verschrauben eine Verbindung erfolgen kann.The cover can be connected, for example via screws and dowels with the ends of the concrete guide walls in the overlap. In addition to or instead of this connection, a connection of the cover can be made with the connecting element. For this purpose, the connecting element, for example, on its upper side on a substantially horizontal upper surface forming intermediate element. On this intermediate element, the cover can rest and be screwed. Another intermediate element may be provided on the underside of the connecting element. This may in particular be a correspondingly angled sheet metal part, which is connected on the one hand with the connecting element by screwing or the like and on the other hand rests against an inner side of the cover, wherein in this area, for example by screwing a connection can be made.
Da sowohl die Abdeckhaube als auch das Verbindungselement in bevorzugter Ausführungsform durch lösbare Fixierelemente gehalten ist, ist beispielsweise eine Schachtabdeckung auf einfache Weise durch entsprechende Demontage zugänglich.Since both the cover and the connecting element is held in a preferred embodiment by releasable fixing elements, for example, a manhole cover is easily accessible by appropriate disassembly.
Nachfolgend wird die Erfindung anhand bevorzugter Ausführungsformen unter Bezugnahme auf die anliegenden Zeichnungen näher erläutert.The invention will be explained in more detail below with reference to preferred embodiments with reference to the accompanying drawings.
Es zeigen:
- Fig. 1
- eine schematische Seitenansicht einer ersten Ausführungsform eines erfindungsgemäßen Überbrückungselements,
- Figur 2
- eine schematische Schnittansicht entlang der Linie II-II in
Fig. 1 , - Figur 3
- eine der in
Fig. 2 dargestellten entsprechenden Schnittansicht einer zweiten bevorzugten Ausführungsform eines erfindungsgemäßen Überbrückungselements, - Figur 4
- eine schematische Seitenansicht des Fahrbahnbegrenzungselements,
- Figur 5
- eine schematische Schnittansicht entlang der Linie IV-IV in
Fig. 3 .
- Fig. 1
- a schematic side view of a first embodiment of a bridging element according to the invention,
- FIG. 2
- a schematic sectional view taken along the line II-II in
Fig. 1 . - FIG. 3
- one of the in
Fig. 2 shown corresponding sectional view of a second preferred embodiment of a bridging element according to the invention, - FIG. 4
- a schematic side view of the roadway boundary element,
- FIG. 5
- a schematic sectional view taken along the line IV-IV in
Fig. 3 ,
Das erfindungsgemäße Übergangselement ist in den
In den beiden Betonleitwänden 10, 12 sind jeweils fünf sich in Längsrichtung 16 erstreckende Bewehrungsstäbe 18 vorgesehen. Die beiden Betonleitwände 10, 12 weisen einen Abstand a zueinander auf, wobei die Bewehrungselemente 18 aus den Stirnseiten 20 hervorragen. Zwischen den beiden Stirnseiten 20, d.h. zwischen den beiden Betonleitwänden 10, 12 ist beispielsweise eine Schachtabdeckung 22 vorgesehen, die zugänglich sein muss.In the two
Zur Verbindung der Bewehrungselemente 18 sind die Bewehrungselemente 18 jeweils mit einer Kupplungsvorrichtung 24 verbunden. Die beiden Kupplungsvorrichtungen 24 sind sodann mit einem Verbindungselement 26 verbunden.To connect the reinforcing
Die beiden Kupplungsvorrichtungen 24 weisen mehrere Kupplungselemente 28 auf, wobei in der dargestellten bevorzugten Ausführungsform das Kupplungselement 28 eine Hülse 30 aufweist, die beispielsweise durch Verschweißen oder Verquetschen mit dem jeweiligen Bewehrungselement 18 verbunden ist. Hierbei ragt das Bewehrungselement 18 in die Hülse 30 hinein. Die Hülse 30 weist ein Innengewinde auf, in das zur Ausbildung eines Kopfteils des Kupplungselements 28 eine Schraube 32 eingeschraubt ist.The two
Um die einzelnen Kupplungselemente 28 der jeweiligen Kupplungsvorrichtung 24 miteinander zu verbinden, ist jeweils ein Halteelement 34 vorgesehen, bei dem es sich im Wesentlichen um ein quaderförmiges Bauteil handelt. Das Halteelement 34 weist in Längsrichtung 16 verlaufende Durchgangsbohrungen 36 auf, wobei jede Durchgangsbohrung 36 einem Kupplungselement 28 zugeordnet ist.To connect the
Bei einer weiteren alternativen Ausführungsform (
Der wesentliche Unterschied der beiden Ausführungsformen besteht in der Ausgestaltung der verwendeten Muffen. Die Muffen bzw. Kupplungselemente 29 werden wie vorstehend anhand der Muffe 28 beschrieben mit den Enden der Bewehrungselemente 18 beispielsweise durch Verschweißen verbunden. Die Muffen 18 weisen jedoch kein Innengewinde auf, so dass ein Verbinden über eine Schraubverbindung mit den Halteelementen 34 erfolgen kann. Vielmehr werden die Muffen 29 durch Verschweißen mit Außenseiten 31 eines Halteelements 33 verbunden. Das Halteelement 33 ist im Querschnitt entsprechend dem Halteelement 34 U-förmig, wobei der geschlossene Teil jedoch in Richtung der Betonleitwand 12 weist. Ein wesentlicher Aspekt der in
Die Befestigung des Halteelements 33 mit den Verbindungselementen 38 erfolgt, wie vorstehend anhand der ersten Ausführungsform beschrieben, über Schrauben 42.The fastening of the retaining
Zur Montage werden zunächst die Bewehrungselemente 18 mit den Hülsen 30 verbunden. Sodann werden die im ersten Ausführungsbeispiel fünf Bewehrungselemente bzw. die fünf mit diesen verbundenen Hülsen 30 (
Bei der zweiten Ausführungsform (
Das Verbindungselement 26 weist zwei einander gegenüberliegende plattenförmige Verbindungsteile 38 (
Die beiden Verbindungsteile 38 sind im Querschnitt im Wesentlichen C-förmig ausgebildet (
An den unteren Ansätzen 44 der Verbindungsteile 38 ist ein ebenfalls aus Stahlblech oder dergleichen hergestelltes Zwischenteil 46 vorgesehen. Dieses ist im Querschnitt ebenfalls C-förmig ausgebildet und weist in
Claims (11)
- Bridging element for bridging a distance between two concrete guide walls, particularly for covering a shaft (22), comprising
two coupling devices (24) each adapted to be connected, for force transmission, to reinforcement elements (18) arranged in one of the concrete guide walls (10,12), and a connection element (26) provided for force transmission and connecting the two coupling devices (24), characterized in that
each coupling device (24) comprises a plurality of coupling elements (28,29) each adapted to be connected, for force transmission, to one of the reinforcement elements (18), and the coupling elements (28,29) being connected to each other via a holding element (33,34),
the connection element is at least of two-part design and comprises two mutually opposite plate-shaped connection members which in the assembled condition are arranged in the longitudinal direction, and
the two connection members (38) are connected to the holding elements (33,34) via force transmission elements (42), with the force transmission elements (42) arranged transversely to the longitudinal direction. - Bridging element for bridging a distance between two concrete guide walls according to claim 1, characterized in that the force transmission elements (42) are rod-shaped and preferably engage openings of the holding element (33,34).
- Bridging element for bridging a distance between two concrete guide walls according to claim 1 or 2, characterized in that the coupling elements (28,29) are adapted to be connected to reinforcement elements (18) projecting from the concrete guide walls (10,12), and/or to reinforcement elements (18) terminating within the concrete guide walls (12).
- Bridging element for bridging a distance between two concrete guide walls according to any one of claims 1 - 3, characterized in that the coupling elements (28) comprise a head portion (32) for force transmission from the reinforcement elements (18) to the holding element (34).
- Bridging element for bridging a distance between two concrete guide walls according to claim 4, characterized in that the head portion (32) is arranged on top of the coupling elements (28) fixedly connected to the free ends of the reinforcement elements (18).
- Bridging element for bridging a distance between two concrete guide walls according to claim 5, characterized in that the coupling elements (28) are adapted for insertion into an opening (36) of the holding element (34) extending in the longitudinal direction (16) and that the head portion (32) is arranged on an inner side (33) of the holding element (34).
- Bridging element for bridging a distance between two concrete guide walls according to any one of claims 1 - 3, characterized in that the coupling elements (29) are connected to an outer side (31) of the holding element (33), particularly by welding.
- Bridging element for bridging a distance between two concrete guide walls according to claim 7, characterized in that the outer side (31) of the holding element (33) is in abutment on an end side (37) of the concrete guide wall (12), or that the outer side (31) of the holding element (33) is arranged within the concrete guide wall (12).
- Bridging element for bridging a distance between two concrete guide walls according to any one of claims 1 - 8, characterized in that the connection elements (26) are of a two-part design, particularly each being plate-shaped, and preferably are arranged opposite to each other on two outer sides (40) of the holding elements (33,34).
- Roadway barrier element comprising two concrete guide walls (10,12) arranged at a distance from each other, said concrete guide walls being connected to each other by a bridging element according to any one of claims 1 - 9.
- Roadway barrier element comprising two concrete guide walls (10,12) arranged at a distance from each other according to claim 10, characterized by a cover hood (14) substantially having the outer contour of the concrete guide walls (10,12).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200920017487 DE202009017487U1 (en) | 2009-12-22 | 2009-12-22 | Bridging element and road boundary element |
DE201020002141 DE202010002141U1 (en) | 2010-02-09 | 2010-02-09 | Bridging element and road boundary element |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2339071A1 EP2339071A1 (en) | 2011-06-29 |
EP2339071B1 true EP2339071B1 (en) | 2015-04-15 |
Family
ID=42799890
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20100162545 Not-in-force EP2339071B1 (en) | 2009-12-22 | 2010-05-11 | Bridging element and roadway barrier element |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP2339071B1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11585057B2 (en) | 2016-07-19 | 2023-02-21 | Amg Metals, Inc. | Transition barrier for connecting a permanent barrier to a temporary barrier |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202012001738U1 (en) * | 2012-02-21 | 2013-05-22 | Eurovia Beton Gmbh | Connecting device for a concrete protection wall on roads |
GB2566062A (en) * | 2017-09-01 | 2019-03-06 | Gerrard Robert | Surface mount security barrier |
CN109113002B (en) * | 2018-09-11 | 2020-11-03 | 嘉善凯达水泥构件有限公司 | Guardrail connecting prefabricated cement component |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4498803A (en) * | 1983-04-18 | 1985-02-12 | Quicksteel Engineering Pty. Ltd. | Moveable lane barrier locking system |
US6485224B1 (en) * | 2001-01-11 | 2002-11-26 | Barrier Systems, Inc. | Traffic barrier apparatus with gate |
DE10145647C1 (en) | 2001-09-15 | 2003-01-16 | Tss Tech Sicherheits Systeme G | Safety bollard, for concrete road, has stepped profile with base section embedded directly in concrete road surface |
DE102005030412A1 (en) | 2005-06-30 | 2007-01-04 | Tss Technische Sicherheits-Systeme Gmbh | Restraint system |
DE202009001131U1 (en) * | 2009-01-29 | 2009-04-02 | Tss Technische Sicherheits-Systeme Gmbh | Transitional construction between concrete baffles |
DE202009016995U1 (en) * | 2009-12-16 | 2010-04-08 | Tss Technische Sicherheits-Systeme Gmbh | Connecting element and connection system for connecting concrete sliding walls |
-
2010
- 2010-05-11 EP EP20100162545 patent/EP2339071B1/en not_active Not-in-force
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11585057B2 (en) | 2016-07-19 | 2023-02-21 | Amg Metals, Inc. | Transition barrier for connecting a permanent barrier to a temporary barrier |
Also Published As
Publication number | Publication date |
---|---|
EP2339071A1 (en) | 2011-06-29 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE69816898T2 (en) | Ground anchoring for a crash barrier end | |
EP2069577A1 (en) | Vehicle restraint system | |
EP1950360A1 (en) | Toe board for a scaffolding and method for its production | |
EP2205797B1 (en) | Vehicle restraint system | |
EP2567029B1 (en) | Restraint system for vehicles in the region of roads | |
EP2339071B1 (en) | Bridging element and roadway barrier element | |
DE102006050028B4 (en) | Device on the vehicle front of rail vehicles | |
EP2455546A1 (en) | Post assembly for a protective plank construction and protective plank construction for securing tracks on structures | |
DE102014223633B4 (en) | Bumper device and vehicle with a bumper device | |
EP2336427A2 (en) | Connection element and connection system for connecting concrete guide walls | |
EP2213800B1 (en) | Transition structure between concrete restraint walls | |
EP2664712B1 (en) | Traffic guidance barrier element and traffic guidance barrier | |
DE202010002141U1 (en) | Bridging element and road boundary element | |
EP3502350B1 (en) | Concrete safety barrier | |
DE102006053341A1 (en) | Concrete guide wall for trapping vehicle, has rope loop connecting concrete guide wall with adjacent concrete guide wall at its front surface, where rope loop projects over front surface of concrete guide wall | |
DE102021111336B4 (en) | Tension member for a motor vehicle body for reducing an intrusion depth | |
EP2982807B1 (en) | Device for connecting two components separated by a joint | |
EP2685018A2 (en) | Device for a vibration-decoupling bearing of a cantilevered building section | |
DE102013100356A1 (en) | Device for force-transmitting connection of a first supporting part of the building with a second supported part of the building | |
DE102014209121B4 (en) | Transitional construction for lane boundaries | |
EP1950361B1 (en) | Scaffold board for scaffolding and method for its production | |
DE202009017487U1 (en) | Bridging element and road boundary element | |
EP3201397B1 (en) | Traffic guide wall | |
DE19652736B4 (en) | Component for thermal insulation | |
DE102018130460B4 (en) | Bumper arrangement for a motor vehicle |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME RS |
|
17P | Request for examination filed |
Effective date: 20110901 |
|
17Q | First examination report despatched |
Effective date: 20131001 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20140811 |
|
GRAJ | Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted |
Free format text: ORIGINAL CODE: EPIDOSDIGR1 |
|
GRAL | Information related to payment of fee for publishing/printing deleted |
Free format text: ORIGINAL CODE: EPIDOSDIGR3 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: BUNZ, WOLFGANG, DR. |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: STRABAG AG |
|
INTG | Intention to grant announced |
Effective date: 20150203 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 722066 Country of ref document: AT Kind code of ref document: T Effective date: 20150515 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502010009338 Country of ref document: DE Effective date: 20150528 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: VDEP Effective date: 20150415 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150415 |
|
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: 20150415 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150415 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: 20150415 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: 20150415 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150715 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: 20150817 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20150815 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: 20150415 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: 20150716 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502010009338 Country of ref document: DE |
|
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: 20150531 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: 20150415 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: 20150415 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150531 Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150415 Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150415 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20160129 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150415 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: 20150415 Ref country code: RO Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150415 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: 20150415 |
|
26N | No opposition filed |
Effective date: 20160118 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20150715 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150511 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150715 |
|
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: 20150615 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: 20150415 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 722066 Country of ref document: AT Kind code of ref document: T Effective date: 20150511 |
|
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: 20150511 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150415 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20100511 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: 20150415 Ref country code: SM 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: 20150415 |
|
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: 20150415 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: 20150415 |
|
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: 20150531 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150415 |
|
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: 20150511 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK 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: 20150415 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20180524 Year of fee payment: 9 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL 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: 20150415 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 502010009338 Country of ref document: DE |
|
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: 20191203 |