EP1826328A1 - Fastening assembly - Google Patents

Fastening assembly Download PDF

Info

Publication number
EP1826328A1
EP1826328A1 EP07003090A EP07003090A EP1826328A1 EP 1826328 A1 EP1826328 A1 EP 1826328A1 EP 07003090 A EP07003090 A EP 07003090A EP 07003090 A EP07003090 A EP 07003090A EP 1826328 A1 EP1826328 A1 EP 1826328A1
Authority
EP
European Patent Office
Prior art keywords
edge
reinforcement
anchoring
building part
anchorage
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP07003090A
Other languages
German (de)
French (fr)
Other versions
EP1826328B1 (en
Inventor
Jürgen Grün
Rainer Wohlgethan
Ulrich Bourgund
Martin Vogel
Clemens Dienst
Peter Pusill-Wachtsmuth
Rainer Mallée
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.)
Fischerwerke GmbH and Co KG
Hilti AG
Original Assignee
Fischerwerke Artur Fischer GmbH and Co KG
Fischerwerke GmbH and Co KG
Hilti 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 Fischerwerke Artur Fischer GmbH and Co KG, Fischerwerke GmbH and Co KG, Hilti AG filed Critical Fischerwerke Artur Fischer GmbH and Co KG
Priority to PL07003090T priority Critical patent/PL1826328T3/en
Publication of EP1826328A1 publication Critical patent/EP1826328A1/en
Application granted granted Critical
Publication of EP1826328B1 publication Critical patent/EP1826328B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements

Definitions

  • the invention relates to a mounting arrangement on the edge of a stone-like structure part with the features of the preamble of claim 1 and a method for producing such a fastening arrangement with the features of the preamble of claim 6.
  • stone-like is a material of stone, brick, concrete, too Gas concrete, and the like. Meant. In particular, it is concrete.
  • structural part expresses that it is attached to a structure. The explanation of the invention is based on concrete without the invention to be limited to this material.
  • the invention has for its object to propose a mounting arrangement that reduces the risk of failure by splitting the structure part at near-edge anchoring.
  • the fastening arrangement according to the invention has a reinforcement, the material fit, for example, by gluing in the area of Anchorage is attached to the building part.
  • the reinforcement absorbs tensile forces of the structural part, which act by acting on the anchorage shear forces and possibly by a spreading effect of anchoring in the structural part. The tensile stresses in the structural part and thus the risk of splitting are reduced.
  • the material connection between reinforcement and structural part distributes a transfer of the forces acting in the structural part on the reinforcement and vice versa over the area of the reinforcement and is therefore regarded as favorable for the power transmission.
  • the attachment of the reinforcement without drilling or other weakening of the structural part is possible.
  • the fastening arrangement according to the invention is of course also possible in the region of a corner of a building part, where two edges abut each other.
  • An embodiment of the invention provides a fiber reinforcement as reinforcement.
  • a fiber mat (scrim, fabric, knitted fabric, knitted fabric, etc.) is glued to the building part.
  • a fiber direction is provided transversely to the edge of the building part. Due to the fiber reinforcement, a high tensile strength of the reinforcement is achieved.
  • the fiber reinforcement adapts to the surface of the building part.
  • the reinforcement extends in one direction from the anchorage to the edge of the building part and / or extends in the other direction away from the building part inwards.
  • a large and far inward reinforcement reduces the risk of splitting of the component.
  • a development of the invention provides that the reinforcement extends around an edge on the edge of the building part to an edge surface which is adjacent to an anchoring surface.
  • the anchoring surface is the surface in which the anchoring is attached.
  • the method according to the invention with the features of claim 6 provides that the reinforcement is attached to the structural part in a material-locking manner in an area surrounding the anchoring, for example by gluing it on, and that the anchoring is applied in the reinforcement in the structural part. Preferably, but not necessarily, first the reinforcement and then the anchoring is applied.
  • FIGURE shows a perspective view of a fastening arrangement according to the invention.
  • the inventive fastening arrangement 1 shown in FIG. 1 is arranged on the edge of a building part 2.
  • the building part 2 consists of concrete, which can be reinforced.
  • the building part 2 may be, for example, a balcony or terrace slab or the transition from a roof to a wall surface.
  • An upper side of the building part 2 will be referred to below as anchoring surface 3 to explain the invention, because in it an anchorage 4 is mounted according to the invention.
  • An area of the building part 2 which adjoins an edge 5 will be referred to below as the edge area 6.
  • the edge 5 and the edge surface 6 represent an edge of the anchoring surface 3 and the structural part 2.
  • the anchor 4 has an anchor 7 in the form of a threaded rod.
  • the anchor 7 is anchored in a non-visible in the drawing hole in the building part 2 by means of a synthetic resin mortar, i. firmly attached.
  • a synthetic resin mortar i. firmly attached.
  • another anchoring with, for example, a (spreading) dowel or an undercut anchor is possible (not shown).
  • the anchoring is arranged close to the edge, which is to be understood as an edge distance of about 30 mm to 50 mm. Even with a larger (or smaller) edge distance the mounting arrangement according to the invention is possible.
  • Near the edge in the context of the invention is less than absolute edge distance to be understood as determined by the risk of splitting the building part 2 at a transverse load of the armature 7, so by the risk of chipping off a fragment of the building part 2 together with the armature 7 due to a transverse load the anchor 7. At high edge distance, this danger is not or is very low anyway.
  • a reinforcement 8 is firmly attached to the building part 2.
  • the reinforcement 8 is a fiber reinforcement, it has a fiber mat (fiber fabric) 9.
  • the fibers may be, for example, glass, carbon, plastic or metal fibers.
  • the fiber mat 9 surrounds the anchoring 4, it is folded around the edge 5 on the edge surface 6 of the building part 2. On the anchoring surface 3, the fiber mat 9 extends from the edge 5, ie from the edge of the building part 2, over the anchoring 4 away inside.
  • the fiber mat 9 is connected to the synthetic resin mortar 10th soaked and connected by him with the building part 2 cohesively.
  • the reinforcement 8 is laid by the anchoring surface 3 on both adjacent edge surfaces forming the corner and glued (not shown).
  • the anchorage 4 is used, for example, for attaching a railing, not shown, it may be exposed to a transversely directed to the edge or edge away lateral stress.
  • the reinforcement 8 reduces the risk of splitting of the structural part 2 in such a transverse stress of the anchorage 4, the anchorage 4 can be arranged closer to the edge of the structural part 2.
  • the production of the fastening arrangement 1 is carried out according to the invention by the fiber mat 9 glued to the anchoring surface 3 and the edge surface 6, drilled a hole for the anchor rod 7 and the anchor rod 7 is anchored in the borehole with a synthetic resin mortar.
  • the anchoring 4 it is also possible first to produce the anchoring 4 and then to glue the reinforcement 8 onto the structural part 2.
  • a fiber direction is preferably selected such that fibers of the reinforcement 8 extend approximately at right angles to the edge 5, that is, to the edge of the building part 2.

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Connection Of Plates (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Coupling Device And Connection With Printed Circuit (AREA)
  • Seal Device For Vehicle (AREA)
  • Paper (AREA)
  • Basic Packing Technique (AREA)

Abstract

The system (1) comprises an anchorage (4) near the boundary (5) of a stone-like building part (2). The building part has a reinforcement (8) which is fit in a material-positive manner within the area of the anchorage. The fiber reinforcement, which is adjacent to the anchorage fit in the anchorage surface (3), reaches up to the boundary surface (6) of the building part. The reinforcement of the anchorage extends outwards from the boundary of the building part. An independent claim is also included for a method for the production of a fastening system.

Description

Die Erfindung betrifft eine Befestigungsanordnung am Rand eines steinartigen Bauwerksteils mit den Merkmalen des Oberbegriffs des Anspruchs 1 sowie ein Verfahren zur Herstellung einer derartigen Befestigungsanordnung mit den Merkmalen des Oberbegriffs des Anspruchs 6. Mit "steinartig" ist ein Werkstoff aus Stein, Ziegel, Beton, auch Gasbeton, und dgl. gemeint. Insbesondere handelt es sich um Beton. Mit "Bauwerksteil" wird zum Ausdruck gebracht, dass die Befestigung an einem Bauwerk erfolgt. Die Erläuterung der Erfindung erfolgt anhand Beton ohne die Erfindung auf diesen Werkstoff zu beschränken.The invention relates to a mounting arrangement on the edge of a stone-like structure part with the features of the preamble of claim 1 and a method for producing such a fastening arrangement with the features of the preamble of claim 6. With "stone-like" is a material of stone, brick, concrete, too Gas concrete, and the like. Meant. In particular, it is concrete. The term "structural part" expresses that it is attached to a structure. The explanation of the invention is based on concrete without the invention to be limited to this material.

Es ist bekannt, Bauteile mit beispielsweise Dübeln oder Ankern in einem Bohrloch in einem Bauwerksteil zu befestigen, d.h. im Bauwerksteil zu verankern. Bei einer Querbeanspruchung der Verankerung ist eine mögliche Versagensart ein Spalten des Bauwerksteils. Insbesondere bei einer randnahen Verankerung ist die Gefahr eines Spaltens des Bauwerksteils hoch. Durch einen ausreichenden Randabstand der Verankerung wird das Risiko eines Versagens durch Spalten des Bauwerksteils vermieden oder jedenfalls verringert. Das Risiko des Spaltens des Bauwerksteils ist besonders groß bei einer Verankerung mit Spreizdübeln aufgrund der Spreizkraft. Günstiger, aber regelmäßig aufwendiger sind spreizdruckfreie Verankerungen. Ein typischer Anwendungsfall einer randnahen Verankerung mit hoher Querkraft ist die Verankerung von Geländern.It is known to fasten components with, for example, dowels or anchors in a borehole in a structural part, i. to anchor in the structural part. For a transverse load of the anchorage is a possible failure type a columns of the building part. Especially with a near-edge anchorage, the risk of splitting of the building part is high. Sufficient edge distance of the anchorage avoids or at least reduces the risk of failure by splitting the structural part. The risk of splitting of the building part is particularly great in anchoring with expansion dowels due to the spreading force. Cheaper, but regularly consuming are spreader pressure-free anchors. A typical application of anchoring close to the edge with high lateral force is the anchoring of railings.

Der Erfindung liegt die Aufgabe zugrunde, eine Befestigungsanordnung vorzuschlagen, die das Risiko des Versagens durch Spalten des Bauwerksteils bei randnaher Verankerung verringert.The invention has for its object to propose a mounting arrangement that reduces the risk of failure by splitting the structure part at near-edge anchoring.

Diese Aufgabe wird erfindungsgemäß durch die Merkmale des Anspruchs 1 und des Anspruchs 6 gelöst. Die erfindungsgemäße Befestigungsanordnung weist eine Verstärkung auf, die stoffschlüssig beispielsweise durch Kleben im Bereich der Verankerung am Bauwerksteil angebracht ist. Die Verstärkung nimmt Zugkräfte des Bauwerksteils auf, die durch auf die Verankerung einwirkenden Querkräfte und ggf. durch eine Spreizwirkung der Verankerung im Bauwerksteil wirken. Die Zugspannungen im Bauwerksteil und damit die Gefahr einer Spaltung sind verringert. Der Stoffschluss zwischen Verstärkung und Bauwerksteil verteilt eine Übertragung der im Bauwerksteil wirkenden Kräfte auf die Verstärkung und umgekehrt über die Fläche der Verstärkung und wird deswegen als günstig für die Kraftübertragung angesehen. Außerdem ist die Anbringung der Verstärkung ohne Bohren oder sonstige Schwächung des Bauwerksteils möglich. Die erfindungsgemäße Befestigungsanordnung ist selbstverständlich auch im Bereich einer Ecke eines Bauwerksteils möglich, wo zwei Ränder aufeinander stoßen.This object is achieved by the features of claim 1 and claim 6. The fastening arrangement according to the invention has a reinforcement, the material fit, for example, by gluing in the area of Anchorage is attached to the building part. The reinforcement absorbs tensile forces of the structural part, which act by acting on the anchorage shear forces and possibly by a spreading effect of anchoring in the structural part. The tensile stresses in the structural part and thus the risk of splitting are reduced. The material connection between reinforcement and structural part distributes a transfer of the forces acting in the structural part on the reinforcement and vice versa over the area of the reinforcement and is therefore regarded as favorable for the power transmission. In addition, the attachment of the reinforcement without drilling or other weakening of the structural part is possible. The fastening arrangement according to the invention is of course also possible in the region of a corner of a building part, where two edges abut each other.

Eine Ausgestaltung der Erfindung sieht eine Faserverstärkung als Verstärkung vor. Beispielsweise ist eine Fasermatte (Gelege, Gewebe, Gewirk, Gestrick etc.) auf das Bauwerksteil aufgeklebt. Insbesondere ist eine Faserrichtung quer zum Rand des Bauwerksteils vorgesehen. Durch die Faserverstärkung wird eine hohe Zugbelastbarkeit der Verstärkung erreicht. Außerdem passt sich die Faserverstärkung an die Oberfläche des Bauwerksteils an.An embodiment of the invention provides a fiber reinforcement as reinforcement. For example, a fiber mat (scrim, fabric, knitted fabric, knitted fabric, etc.) is glued to the building part. In particular, a fiber direction is provided transversely to the edge of the building part. Due to the fiber reinforcement, a high tensile strength of the reinforcement is achieved. In addition, the fiber reinforcement adapts to the surface of the building part.

Vorzugsweise reicht die Verstärkung in einer Richtung von der Verankerung bis zum Rand des Bauwerksteils und/oder erstreckt sich in der anderen Richtung weg vom Bauwerksteil nach innen. Durch eine großflächige und weit nach innen reichende Verstärkung wird die Gefahr des Spaltens des Bauteils verringert. Eine Weiterbildung der Erfindung sieht vor, dass die Verstärkung um eine Kante am Rand des Bauwerksteils auf eine Randfläche reicht, die einer Verankerungsfläche benachbart ist. Die Verankerungsfläche ist die Fläche, in der die Verankerung angebracht ist. Indem die Verstärkung auch auf der Randfläche aufgebracht ist und auf die Verankerungsfläche reicht, wird die Gefahr eines Spaltens des Bauteils weiter verringert.Preferably, the reinforcement extends in one direction from the anchorage to the edge of the building part and / or extends in the other direction away from the building part inwards. A large and far inward reinforcement reduces the risk of splitting of the component. A development of the invention provides that the reinforcement extends around an edge on the edge of the building part to an edge surface which is adjacent to an anchoring surface. The anchoring surface is the surface in which the anchoring is attached. By the reinforcement is also applied to the edge surface and extends to the anchoring surface, the risk of splitting of the component is further reduced.

Das erfindungsgemäße Verfahren mit den Merkmalen des Anspruchs 6 sieht vor, dass die Verstärkung stoffschlüssig in einem die Verankerung umgebenden Bereich am Bauwerksteil angebracht, beispielsweise aufgeklebt wird, und dass die Verankerung in der Verstärkung im Bauwerksteil angebracht wird. Vorzugsweise, jedoch nicht zwingend, wird zuerst die Verstärkung und danach die Verankerung angebracht.The method according to the invention with the features of claim 6 provides that the reinforcement is attached to the structural part in a material-locking manner in an area surrounding the anchoring, for example by gluing it on, and that the anchoring is applied in the reinforcement in the structural part. Preferably, but not necessarily, first the reinforcement and then the anchoring is applied.

Die Erfindung wird nachfolgend anhand eines in der Zeichnung dargestellten Ausführungsbeispiels näher erläutert. Die einzige Figur zeigt eine perspektivische Darstellung einer erfindungsgemäßen Befestigungsanordnung.The invention will be explained in more detail with reference to an embodiment shown in the drawing. The single FIGURE shows a perspective view of a fastening arrangement according to the invention.

Die in Figur 1 dargestellte, erfindungsgemäße Befestigungsanordnung 1 ist am Rand eines Bauwerksteils 2 angeordnet. Das Bauwerksteil 2 besteht aus Beton, der armiert sein kann. Das Bauwerksteil 2 kann beispielsweise eine Balkon- oder Terrassenplatte oder der Übergang von einer Dach- zu einer Wandfläche sein. Eine Oberseite des Bauwerksteils 2 wird zur Erläuterung der Erfindung nachfolgend als Verankerungsfläche 3 bezeichnet werden, weil in ihr eine Verankerung 4 erfindungsgemäß angebracht ist. Eine über eine Kante 5 angrenzende Fläche des Bauwerksteils 2 wird nachfolgend als Randfläche 6 bezeichnet werden. Die Kante 5 und die Randfläche 6 stellen einen Rand der Verankerungsfläche 3 und des Bauwerksteils 2 dar.The inventive fastening arrangement 1 shown in FIG. 1 is arranged on the edge of a building part 2. The building part 2 consists of concrete, which can be reinforced. The building part 2 may be, for example, a balcony or terrace slab or the transition from a roof to a wall surface. An upper side of the building part 2 will be referred to below as anchoring surface 3 to explain the invention, because in it an anchorage 4 is mounted according to the invention. An area of the building part 2 which adjoins an edge 5 will be referred to below as the edge area 6. The edge 5 and the edge surface 6 represent an edge of the anchoring surface 3 and the structural part 2.

Die Verankerung 4 weist einen Anker 7 in Form einer Gewindestange auf. Der Anker 7 ist in einem in der Zeichnung nicht sichtbaren Bohrloch im Bauwerksteil 2 mittels eines Kunstharzmörtels verankert, d.h. stoffschlüssig befestigt. Grundsätzlich ist auch eine andere Verankerung mit beispielsweise einem (Spreiz-)Dübel oder einem Hinterschnittanker möglich (nicht dargestellt). Die Verankerung ist randnah angeordnet, worunter ein Randabstand von etwa 30 mm bis 50 mm zu verstehen ist. Auch bei einem größeren (oder auch kleineren) Randabstand ist die erfindungsgemäße Befestigungsanordnung möglich. Randnah im Sinne der Erfindung ist weniger als absoluter Randabstand zu verstehen als vielmehr durch die Gefahr eines Spaltens des Bauwerksteils 2 bei einer Querbeanspruchung des Ankers 7 bestimmt, also durch die Gefahr eines Abplatzens eines Bruchstücks vom Bauwerksteil 2 zusammen mit dem Anker 7 infolge einer Querbeanspruchung mit dem Anker 7. Bei großem Randabstand besteht diese Gefahr nicht oder ist jedenfalls sehr gering.The anchor 4 has an anchor 7 in the form of a threaded rod. The anchor 7 is anchored in a non-visible in the drawing hole in the building part 2 by means of a synthetic resin mortar, i. firmly attached. In principle, another anchoring with, for example, a (spreading) dowel or an undercut anchor is possible (not shown). The anchoring is arranged close to the edge, which is to be understood as an edge distance of about 30 mm to 50 mm. Even with a larger (or smaller) edge distance the mounting arrangement according to the invention is possible. Near the edge in the context of the invention is less than absolute edge distance to be understood as determined by the risk of splitting the building part 2 at a transverse load of the armature 7, so by the risk of chipping off a fragment of the building part 2 together with the armature 7 due to a transverse load the anchor 7. At high edge distance, this danger is not or is very low anyway.

Im Bereich der Verankerung 4 ist eine Verstärkung 8 stoffschlüssig am Bauwerksteil 2 angebracht. Die Verstärkung 8 ist eine Faserverstärkung, sie weist eine Fasermatte (Fasergelege) 9 auf. Die Fasern können beispielsweise Glas-, Kohle-, Kunststoff- oder Metallfasern sein. Die Fasermatte 9 umgibt die Verankerung 4, sie ist um die Kante 5 auf die Randfläche 6 des Bauwerksteils 2 umgelegt. Auf der Verankerungsfläche 3 reicht die Fasermatte 9 von der Kante 5, also vom Rand des Bauwerksteils 2, über die Verankerung 4 hinweg nach innen. Die Fasermatte 9 ist mit dem Kunstharzmörtel 10 getränkt und durch ihn mit dem Bauwerksteil 2 stoffschlüssig verbunden. Befindet sich die Verankerung 4 im Bereich einer Ecke des Bauwerksteils 2, wird die Verstärkung 8 von der Verankerungsfläche 3 auf beide angrenzenden, die Ecke bildenden Randflächen gelegt und aufgeklebt (nicht dargestellt). Die Verankerung 4 dient beispielsweise zur Befestigung eines nicht dargestellten Geländers, sie kann einer quer zum Rand oder vom Rand weg gerichteten Querbeanspruchung ausgesetzt sein. Die Verstärkung 8 verringert das Risiko eines Spaltens des Bauwerksteils 2 bei einer solchen Querbeanspruchung der Verankerung 4, die Verankerung 4 kann näher am Rand des Bauwerksteils 2 angeordnet werden.In the area of the anchoring 4, a reinforcement 8 is firmly attached to the building part 2. The reinforcement 8 is a fiber reinforcement, it has a fiber mat (fiber fabric) 9. The fibers may be, for example, glass, carbon, plastic or metal fibers. The fiber mat 9 surrounds the anchoring 4, it is folded around the edge 5 on the edge surface 6 of the building part 2. On the anchoring surface 3, the fiber mat 9 extends from the edge 5, ie from the edge of the building part 2, over the anchoring 4 away inside. The fiber mat 9 is connected to the synthetic resin mortar 10th soaked and connected by him with the building part 2 cohesively. If the anchoring 4 is located in the region of a corner of the building part 2, the reinforcement 8 is laid by the anchoring surface 3 on both adjacent edge surfaces forming the corner and glued (not shown). The anchorage 4 is used, for example, for attaching a railing, not shown, it may be exposed to a transversely directed to the edge or edge away lateral stress. The reinforcement 8 reduces the risk of splitting of the structural part 2 in such a transverse stress of the anchorage 4, the anchorage 4 can be arranged closer to the edge of the structural part 2.

Die Herstellung der Befestigungsanordnung 1 erfolgt erfindungsgemäß, indem die Fasermatte 9 auf die Verankerungsfläche 3 und die Randfläche 6 aufgeklebt, ein Loch für die Ankerstange 7 gebohrt und die Ankerstange 7 mit einem Kunstharzmörtel im Bohrloch verankert wird. Es kann auch umgekehrt zuerst die Verankerung 4 hergestellt und anschließend die Verstärkung 8 auf das Bauwerksteil 2 aufgeklebt werden. Eine Faserrichtung wird vorzugsweise so gewählt, dass Fasern der Verstärkung 8 in etwa rechtwinklig zur Kante 5, also zum Rand des Bauwerksteils 2, verlaufen.The production of the fastening arrangement 1 is carried out according to the invention by the fiber mat 9 glued to the anchoring surface 3 and the edge surface 6, drilled a hole for the anchor rod 7 and the anchor rod 7 is anchored in the borehole with a synthetic resin mortar. Conversely, it is also possible first to produce the anchoring 4 and then to glue the reinforcement 8 onto the structural part 2. A fiber direction is preferably selected such that fibers of the reinforcement 8 extend approximately at right angles to the edge 5, that is, to the edge of the building part 2.

Claims (6)

Befestigungsanordnung am Rand eines steinartigen Bauwerksteils (2), mit einer randnahen Verankerung (4) im Bauwerksteil (2), dadurch gekennzeichnet, dass das Bauwerksteil (2) eine stoffschlüssig angebrachte Verstärkung (8) im Bereich der Verankerung (4) aufweist.Fastening arrangement on the edge of a stone-like structure part (2), with an anchor near the edge (4) in the building part (2), characterized in that the building part (2) has a materially attached reinforcement (8) in the region of the anchorage (4). Befestigungsanordnung nach Anspruch 1, dadurch gekennzeichnet, dass die Verstärkung (8) eine Faserverstärkung aufweist.Fastening arrangement according to claim 1, characterized in that the reinforcement (8) has a fiber reinforcement. Befestigungsanordnung nach Anspruch 1, dadurch gekennzeichnet, dass die Verstärkung (8) bis zum Rand (5, 6) des Bauwerksteils (2) reicht.Fastening arrangement according to claim 1, characterized in that the reinforcement (8) extends to the edge (5, 6) of the building part (2). Befestigungsanordnung nach Anspruch 3, dadurch gekennzeichnet, dass die Verstärkung (8) bis auf eine Randfläche (6) des Bauwerksteils (2) reicht, die einer Verankerungsfläche (2), in der die Verankerung (4) angebracht ist, benachbart ist.Fastening arrangement according to claim 3, characterized in that the reinforcement (8) extends to an edge surface (6) of the building part (2) which is adjacent to an anchoring surface (2) in which the anchoring (4) is mounted. Befestigungsanordnung nach Anspruch 1, dadurch gekennzeichnet, dass sich die Verstärkung (8) von der Verankerung (4) aus vom Rand (5, 6) des Bauwerksteils (2) weg erstreckt.Fastening arrangement according to claim 1, characterized in that the reinforcement (8) extends away from the anchoring (4) from the edge (5, 6) of the building part (2). Verfahren zur Herstellung einer Befestigungsanordnung am Rand (5, 6) eines steinartigen Bauwerksteils (2), mit einer randnahen Verankerung (4) im Bauwerksteil (2), dadurch gekennzeichnet, dass die Verankerung (4) randnah im Bauwerksteil (2) angebracht und im Bereich der Verankerung (4) eine Verstärkung (8) stoffschlüssig am Bauwerksteil (2) angebracht wird.A method for producing a fastening arrangement on the edge (5, 6) of a stone-like structural part (2), with a near-edge anchoring (4) in the structural part (2), characterized in that the anchoring (4) mounted close to the edge in the building part (2) and in Area of anchoring (4) a reinforcement (8) is firmly bonded to the building part (2).
EP07003090A 2006-02-24 2007-02-14 Fastening assembly Not-in-force EP1826328B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL07003090T PL1826328T3 (en) 2006-02-24 2007-02-14 Fastening assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006008658A DE102006008658A1 (en) 2006-02-24 2006-02-24 mounting assembly

Publications (2)

Publication Number Publication Date
EP1826328A1 true EP1826328A1 (en) 2007-08-29
EP1826328B1 EP1826328B1 (en) 2008-11-26

Family

ID=37964369

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07003090A Not-in-force EP1826328B1 (en) 2006-02-24 2007-02-14 Fastening assembly

Country Status (9)

Country Link
US (1) US20070199264A1 (en)
EP (1) EP1826328B1 (en)
JP (1) JP2007224712A (en)
CN (1) CN101024978A (en)
AT (1) ATE415526T1 (en)
DE (2) DE102006008658A1 (en)
DK (1) DK1826328T3 (en)
ES (1) ES2317596T3 (en)
PL (1) PL1826328T3 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10508434B2 (en) * 2017-08-25 2019-12-17 Nutech Ventures Mechanical connection for concrete structures

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3316574A (en) * 1965-07-28 1967-05-02 Pare Robert Lee Road expansion joint
WO1997001686A1 (en) * 1995-06-29 1997-01-16 Hexcel-Fyfe Co., L.L.C. Fabric reinforced beams and beam connections
EP1033455A1 (en) * 1999-03-01 2000-09-06 Freyssinet International Stup Method and device for reinforcing a concrete structure

Family Cites Families (38)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US801361A (en) * 1903-11-14 1905-10-10 John B Clayton Composite building structure.
US1421129A (en) * 1919-04-29 1922-06-27 Cramer Anton Marius Concrete wall
US1369294A (en) * 1919-06-05 1921-02-22 Walter S Painter Concrete building
US1519140A (en) * 1921-08-10 1924-12-16 Herbert M Knight Building construction
US3473285A (en) * 1967-09-29 1969-10-21 Gateway Erectors Inc Method of erection of concrete reinforcing structures
DE1916376B2 (en) * 1969-03-29 1976-04-01 Lödige, Alois, Dipl.-Ing., 4790 Paderborn DESIGN OF AN EXPANSION JOINT BETWEEN ON-SITE CONCRETE COMPONENTS
US3605362A (en) * 1969-06-10 1971-09-20 Stone & Webster Eng Corp Connection system for relieving stress in concrete structures
US4069629A (en) * 1977-02-18 1978-01-24 Maso-Therm Corporation Anchored composite building module
DE8202657U1 (en) * 1982-02-03 1983-01-27 Franz Schneider Brakel GmbH & Co., 3492 Brakel DOOR PRESSER
DE3247227A1 (en) * 1982-12-21 1984-07-05 Hilti Ag, Schaan ANCHORING AGENT
US5000808A (en) * 1988-05-13 1991-03-19 Deviney George L Application of continuous strand material to planar substrates
US5257880A (en) * 1990-07-26 1993-11-02 Graystone Block Co. Retaining wall construction and blocks therefor
US5315802A (en) * 1992-03-25 1994-05-31 Solite Corporation Modular wall system
US5586841A (en) * 1993-03-31 1996-12-24 Societe Civile Des Brevets Henri Vidal Dual purpose modular block for construction of retaining walls
US5649398A (en) * 1994-06-10 1997-07-22 Hexcel-Fyfe L.L.C. High strength fabric reinforced walls
US5479751A (en) * 1994-08-30 1996-01-02 White; James E. Method and apparatus for fabrication of wood substitute containing cement and synthetic resin
US5553436A (en) * 1994-09-16 1996-09-10 Illinois Tool Works Inc. Screen for anchoring a fastener to a hollow block with an adhesive
US5580191A (en) * 1995-02-07 1996-12-03 The Tensar Corporation Marine wall
US5937588A (en) * 1995-10-30 1999-08-17 Gard; Marvin Bale with integral load-bearing structural supports
DE29611225U1 (en) * 1996-06-27 1997-10-23 Daetro Handels Gmbh Corner reinforcement
US6338597B1 (en) * 1998-03-27 2002-01-15 Anchor Wall Systems, Inc. Modular retaining wall system
US5899040A (en) * 1997-09-08 1999-05-04 Cerrato; Dominic Flexible interlocking wall system
KR100408437B1 (en) * 1997-09-16 2003-12-06 신닛뽄세이테쯔 카부시키카이샤 Structure for reinforcing concrete member and reinforcing method
US5984589A (en) * 1998-03-10 1999-11-16 Ciccarello; Charles Wall construction block with retaining pin inserts
US6758636B2 (en) * 1998-03-27 2004-07-06 Anchor Wall Systems, Inc. Segmental retaining wall system
US6061986A (en) * 1998-05-06 2000-05-16 Canada; Larry Reinforced stucco panel and straw insulator wall assembly
JPH11324339A (en) * 1998-05-15 1999-11-26 Kfc Ltd Concrete reinforcing method
JP2000054645A (en) * 1998-08-04 2000-02-22 Mitsui Constr Co Ltd Concrete structure reinforcing method
US6152655A (en) * 1999-05-05 2000-11-28 Hull; Kent D Masonry block for retaining and freestanding walls
US6295782B1 (en) * 1999-06-11 2001-10-02 Edward Robert Fyfe Stay-in-place form
US6306997B1 (en) * 1999-07-29 2001-10-23 Iowa State University Research Foundation, Inc. Soybean-based adhesive resins and composite products utilizing such adhesives
JP2001123579A (en) * 1999-10-26 2001-05-08 Takao Shoji:Kk Sheet for reinforcing concrete
US6367208B1 (en) * 2000-01-10 2002-04-09 Jerome Campbell Composite foundation post
US6547493B2 (en) * 2001-03-13 2003-04-15 Fiber King, Llp Modular fiber log erosion and sediment control barrier
DE20104657U1 (en) * 2001-03-16 2001-06-21 Lorentz Karl Heinz Plaster profiles
US6952904B2 (en) * 2001-07-13 2005-10-11 Reechcraft, Inc. Mounting system
US6951080B2 (en) * 2002-05-10 2005-10-04 Oryzatech Inc. Culm blocks
US7207149B2 (en) * 2002-07-24 2007-04-24 Fyfe Edward R Anchor and method for reinforcing a structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3316574A (en) * 1965-07-28 1967-05-02 Pare Robert Lee Road expansion joint
WO1997001686A1 (en) * 1995-06-29 1997-01-16 Hexcel-Fyfe Co., L.L.C. Fabric reinforced beams and beam connections
EP0835355B1 (en) * 1995-06-29 2002-10-02 Fyfe Co. LLC Fabric reinforced beams and beam connections
EP1033455A1 (en) * 1999-03-01 2000-09-06 Freyssinet International Stup Method and device for reinforcing a concrete structure

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
DATABASE WPI Week 199709, Derwent World Patents Index; AN 1997-100247, XP002433398 *

Also Published As

Publication number Publication date
US20070199264A1 (en) 2007-08-30
DE102006008658A1 (en) 2007-09-20
EP1826328B1 (en) 2008-11-26
ATE415526T1 (en) 2008-12-15
ES2317596T3 (en) 2009-04-16
DE502007000242D1 (en) 2009-01-08
PL1826328T3 (en) 2009-04-30
CN101024978A (en) 2007-08-29
DK1826328T3 (en) 2009-03-30
JP2007224712A (en) 2007-09-06

Similar Documents

Publication Publication Date Title
EP2227605A2 (en) Method for the production of a longitudinal connection for wooden components and corresponding wooden component
DE10254043B4 (en) Composite construction of high load capacity
EP2787140B1 (en) Flat ceiling in composite wood concrete construction and method for producing such a ceiling
EP2715013B1 (en) Connecting arrangement and method for producing a punching shear reinforcement, a subsequent lateral-force reinforcement and/or a reinforcement connection
EP2821561B1 (en) Wooden structural part and composite wood-concrete structure
EP3202567B1 (en) Method for producing a wood-concrete composite as building element
EP1088945A2 (en) Insulating element for a facade
DE10247457A1 (en) Composite thermal insulation system and building equipped with it
EP2821562B1 (en) Composite wood-concrete structure
WO2019157544A1 (en) Method for producing composite floors, and composite floor
WO1999032738A1 (en) Reinforcement for surfaces of structural elements or buildings
DE19828607A1 (en) Structure increasing loading capacity of concrete floors
DE20316376U1 (en) Wood and concrete composite system has intermediate layer formed at least partially and/or at least in one layer between wood components and concrete components to create at least partially a decoupling of wood and concrete components
EP1826328B1 (en) Fastening assembly
EP1820919A2 (en) Multi-layered decoupling system
EP1481138B1 (en) Use of a film to join and/or seal and/or statically reinforce two rigid surfaces or surfaces which can move towards each other
DE202008015611U1 (en) Advanced composite beams
DE19806454C2 (en) Insulation element
DE10314318A1 (en) 2-coat-finished parquet
EP3591130B1 (en) Ceiling construction
DE10133976A1 (en) Connector plate for reinforcing adhesive joint between two pieces of wood is fitted into grooves in pieces which contain adhesive and has sloping hooks on each side which face bottom of groove
DE4101133C2 (en) Process for fastening sheets to lightweight wood wool panels
AT414334B (en) Compound brick, for building construction, has a liquid expanding bonding material over the brick bonding surfaces to set into a hard bond giving a brick which can be used in cold weather
EP3919702A1 (en) Wood-concrete composite component and method for producing a wood- concrete composite component
EP1203848A2 (en) Insulating element and thermal insulation compound system for the insulation of building facades

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

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

AX Request for extension of the european patent

Extension state: AL BA HR MK YU

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: HILTI AKTIENGESELLSCHAFT

Owner name: FISCHERWERKE ARTUR FISCHER GMBH & CO. KG

17P Request for examination filed

Effective date: 20070910

17Q First examination report despatched

Effective date: 20071012

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: HILTI AKTIENGESELLSCHAFT

Owner name: FISCHERWERKE GMBH & CO. KG

AKX Designation fees paid

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

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

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: SE

Ref legal event code: TRGR

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: 502007000242

Country of ref document: DE

Date of ref document: 20090108

Kind code of ref document: P

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2317596

Country of ref document: ES

Kind code of ref document: T3

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

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: 20081126

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

Ref country code: AT

Payment date: 20090218

Year of fee payment: 3

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

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

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: 20081126

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: 20081126

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: 20090326

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: 20081126

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: 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: 20081126

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: 20081126

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: 20081126

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: 20090226

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

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: 20081126

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: 20090427

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: 20090228

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: 20081126

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: 20090827

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

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090227

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: 20090214

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

Ref country code: DK

Payment date: 20110210

Year of fee payment: 5

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

Ref country code: PL

Payment date: 20110125

Year of fee payment: 5

Ref country code: SE

Payment date: 20110214

Year of fee payment: 5

Ref country code: NL

Payment date: 20110216

Year of fee payment: 5

Ref country code: TR

Payment date: 20110126

Year of fee payment: 5

Ref country code: IT

Payment date: 20110218

Year of fee payment: 5

Ref country code: FR

Payment date: 20110302

Year of fee payment: 5

Ref country code: CH

Payment date: 20110222

Year of fee payment: 5

PGRI Patent reinstated in contracting state [announced from national office to epo]

Ref country code: IT

Effective date: 20110501

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: 20090527

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

Ref country code: GB

Payment date: 20110217

Year of fee payment: 5

Ref country code: ES

Payment date: 20110222

Year of fee payment: 5

Ref country code: BE

Payment date: 20110211

Year of fee payment: 5

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: 20081126

BERE Be: lapsed

Owner name: HILTI AKTIENGESELLSCHAFT

Effective date: 20120228

Owner name: FISCHERWERKE G.M.B.H. & CO. KG

Effective date: 20120228

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20120901

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20120214

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

Ref country code: LI

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

Effective date: 20120229

Ref country code: CH

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

Effective date: 20120229

Ref country code: SE

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

Effective date: 20120215

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20121031

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: 20120214

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 415526

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120214

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: 20120228

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

Ref country code: GB

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

Effective date: 20120214

Ref country code: FR

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

Effective date: 20120229

Ref country code: AT

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

Effective date: 20120214

Ref country code: NL

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

Effective date: 20120901

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

Ref country code: PL

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

Effective date: 20120214

REG Reference to a national code

Ref country code: PL

Ref legal event code: LAPE

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20131022

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

Ref country code: DK

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

Effective date: 20120229

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

Ref country code: ES

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

Effective date: 20120215

Ref country code: TR

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

Effective date: 20120214

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

Ref country code: DE

Payment date: 20141211

Year of fee payment: 9

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502007000242

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: 20160901