EP2108753B1 - Reinforcement device for a connection between two panel-shaped concrete wall elements, particularly reinforced concrete - Google Patents

Reinforcement device for a connection between two panel-shaped concrete wall elements, particularly reinforced concrete Download PDF

Info

Publication number
EP2108753B1
EP2108753B1 EP08005636A EP08005636A EP2108753B1 EP 2108753 B1 EP2108753 B1 EP 2108753B1 EP 08005636 A EP08005636 A EP 08005636A EP 08005636 A EP08005636 A EP 08005636A EP 2108753 B1 EP2108753 B1 EP 2108753B1
Authority
EP
European Patent Office
Prior art keywords
wall elements
connection
recess
wall
elements according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP08005636A
Other languages
German (de)
French (fr)
Other versions
EP2108753A1 (en
Inventor
Krummel Gerhard
Gentil Hugo
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to AT08005636T priority Critical patent/ATE486176T1/en
Priority to ES08005636T priority patent/ES2351535T3/en
Priority to PL08005636T priority patent/PL2108753T3/en
Priority to DE502008001644T priority patent/DE502008001644D1/en
Priority to DK08005636.9T priority patent/DK2108753T3/en
Priority to EP08005636A priority patent/EP2108753B1/en
Publication of EP2108753A1 publication Critical patent/EP2108753A1/en
Application granted granted Critical
Publication of EP2108753B1 publication Critical patent/EP2108753B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor

Definitions

  • the present invention relates to a connection between two wall elements made of concrete, in particular reinforced concrete, with two wall elements and with a reinforcement device, wherein the wall elements in the joint area to each other at the end face each have at least one recess for receiving the reinforcement device, wherein between the Wall elements in the joint area a joint is provided, wherein both the joint and the recess of the respective wall element can be filled with grout, wherein the reinforcing device comprises an elongate carrier extending transversely to the longitudinal axis of the carrier and at a distance from each other has a plurality of reinforcing elements.
  • the basement is often made of precast concrete parts.
  • wall elements of different sizes are provided, which abut each other in the region of their end faces.
  • These reinforcements are arranged in a box-shaped structure. After opening the box, these so-called reverse bending connections must be bent so that they project with their hook-shaped ends on the front side.
  • the remindbiegean the other wall element to be connected thereto are also bent so that the hooked ends of the two remindbiegean why are superimposed so that two remindbiegean always form with their hook-shaped ends an eyelet through which a rod is inserted, so that there is a positive connection.
  • a joint which is filled after formwork with a grout.
  • This approach is somewhat complex, which is particularly due to the fact that the rebend connections must first be bent, in such a way that the rod can be inserted through the eyelets of the individual return bends.
  • the formation of the front side of the wall elements is not easy, which is due to the fact that protrude beyond the front side of the already described reinforcements.
  • connection between two wall elements is known in which the wall elements have opposite recesses which are connected by a reinforcement.
  • the reinforcement comprises at least one reinforcing bar arranged in each wall element, wherein the at least two reinforcing bars are connected by a wire connection.
  • the recesses are poured out after completion of the reinforcement with concrete.
  • the invention is therefore an object of the invention to provide a connection by a reinforcement device of the type mentioned, which allows an economical production of such wall elements as concrete or reinforced concrete precast parts, beyond the assembly of the wall elements is facilitated and further by the reinforcement high forces and moments are transferable.
  • the reinforcing elements are designed as a double headed bolt.
  • the above-described reinforcement device is inserted, and then the joint is filled with grout, as is already known from the prior art.
  • a high flexibility is achieved, since the reinforcement device can be adapted to the conditions on site.
  • a load transfer takes place both in the transverse and in the longitudinal direction, with the added that the reinforcement device can be installed after adjusting the length immediately on site on the site, so that a production can be carried out in advance.
  • the carrier may in this case be rod-shaped.
  • a rod has a certain inherent stability, which means that it only has to be adjusted in the joint between the two wall elements.
  • the carrier is formed like a ribbon. Such a band is then hooked between the end faces of the opposing wall elements, in which case it is advantageous that such a band can be produced as a roll and "cut to length".
  • a further advantage is that the recess in cross section is held approximately conical, so that it is ensured that the grout can actually fill the joint and the recess over the entire surface.
  • the recess with respect to the surface has certain roughness values, so that the grout can form a quasi-positive connection with the wall elements in the joint.
  • the recess at the open end ie the front side
  • the recess at the open end is partially closed by a directed to the central longitudinal axis of the recess web.
  • the wall element have in the region of the recess a head bolt, wherein the head of the head bolt partially protrudes into the recess.
  • the head bolt is designed as a double headed bolt, that is, that a head of the Head bolt virtually ensures the positive connection between the reinforcement on the one hand and the wall element on the other hand, and that the other head of the double-headed bolt is used to anchor the head bolt in the wall element.
  • the subject of the invention is a wall element made of concrete, in particular reinforced concrete, which is characterized in that the wall element on its front side, i. the narrow side, a running over the height of the wall element, in cross-section conical recess, wherein the wall element has on both sides of the conical recess each backholding reinforcement elements.
  • Such rearward reinforcement elements are in principle also as reinforcements, for example, with end arranged head, so as a so-called head bolts, or as brackets, which are arranged in the wall element.
  • the reinforcing device consists of the carrier 1 and the stacked double head bolt 2.
  • the double headed bolts 2 with the heads 3 are welded to their carrier 1 on the carrier, for example, and extend to both sides of the carrier in the installed state horizontal direction.
  • the carrier itself can be designed as a rod or as a sheet metal strip.
  • FIG. 1a The arrangement of the reinforcement device is shown schematically FIG. 1a ; how in this context from the FIG. 2 results in a section along the line II - II off FIG. 1 a, is located between the two wall elements, a gap 12, wherein the end face (arrow 11) is provided on or in the wall elements 10 each have a recess 13 which is held tapered in the direction of the center of the wall element. In the recesses is now the head 3 of each double headed bolt.
  • the joint 12 is filled with grout including the conical recesses 13.
  • FIGS. 3 and 4 Subject of the FIGS. 3 and 4 is a special design of the recesses 13, wherein in each case only the end face of a wall element is shown.
  • a web 14 is provided, which is directed to the central longitudinal axis 30 of the wall element 10 to.
  • a plurality of double-headed bolts 16 may be provided one above the other in the end face of the wall element 10, the respective head 16a of which projects into the recess, as may be the case FIG. 4 results.
  • the breaking under load is substantially reliably prevented, since the breaking could only take place against the webs 14 or against the respective head 16a of the head bolt 16.
  • FIGS. 5 and 6 are provided as a reinforcement in the region of the recess 13 on both sides of the recess 13 in the wall elements 10 each one above the other arranged head bolts 19 which cause an excavation cone in the dashed representation (arrow 20).
  • a Bügelarm ist 19 a FIG. 5
  • the formation of the escape cone here is the same as in FIG. 6 ,
  • the gap between the end faces of the wall elements is always filled with grout in each case.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

The connector has a joint part provided in a joint area between panel-shaped concrete wall elements. An opening is provided in the joint area for retaining reinforcement devices. The joint part and the opening of the wall elements are filled with grouting mortar. The reinforcement devices are provided with an elongated support (1) e.g. rod or band shaped support, where the support comprises reinforcement elements i.e. double head bolt (2), moving at a distance relative to each other perpendicular to a longitudinal axis of the support.

Description

Die vorliegende Erfindung betrifft eine Verbindung zwischen zwei Wandelementen aus Beton, insbesondere aus Stahlbeton, mit zwei Wandelemente und mit einer Bewehrungsvorrichtung, wobei die Wandelemente im Stossbereich zueinander stirnseitig jeweils mindestens eine Aussparung zur Aufnahme der Bewehrungsvorrichtung aufweisen, wobei zwischen den Wandelementen im Stossbereich eine Fuge vorgesehen ist, wobei sowohl die Fuge als auch die Aussparung des jeweiligen Wandelements mit Vergussmörtel ausfüllbar ist, wobei die Bewehrungsvorrichtung einen länglichen Träger aufweist, der quer zur Längsachse des Trägers verlaufend und beabstandet zueinander mehrere Bewehrungselemente aufweist.The present invention relates to a connection between two wall elements made of concrete, in particular reinforced concrete, with two wall elements and with a reinforcement device, wherein the wall elements in the joint area to each other at the end face each have at least one recess for receiving the reinforcement device, wherein between the Wall elements in the joint area a joint is provided, wherein both the joint and the recess of the respective wall element can be filled with grout, wherein the reinforcing device comprises an elongate carrier extending transversely to the longitudinal axis of the carrier and at a distance from each other has a plurality of reinforcing elements.

Bei Gebäuden wird insbesondere das Kellergeschoss häufig aus Fertigbetonteilen hergestellt. Hierbei sind Wandelemente verschiedener Größe vorgesehen, die im Bereich ihrer Stirnseiten aneinander anstoßen. Um nun eine Verbindung zwischen solchen Wandteilen stirnseitig zu bewerkstelligen, ist bekannt, im Bereich der Stirnseiten eines jeden Wandelements übereinander angeordnet endseitig hakenförmig ausgebildete Armierungen vorzusehen. Diese Armierungen sind in einem kastenförmigen Gebilde angeordnet. Nach Öffnen des Kastens müssen diese sogenannten Rückbiegeanschlüsse aufgebogen werden, so dass sie mit ihren hakenförmigen Enden stirnseitig vorstehen. Die Rückbiegeanschlüsse des anderen damit zu verbindenden Wandelements werden ebenfalls aufgebogen, so dass die hakenförmigen Enden der beiden Rückbiegeanschlüsse derart übereinander liegen, dass zwei Rückbiegeanschlüsse mit ihren hakenförmigen Enden eine Öse bilden, durch die ein Stab gesteckt wird, so dass sich eine formschlüssige Verbindung ergibt. Im Bereich dieser vorstehenden Armierungen oder Rückbiegeanschlüsse befindet sich eine Fuge, die nach Schalung mit einem Vergussmörtel ausgefüllt wird. Diese Vorgehensweise ist einigermaßen aufwändig, was insbesondere dadurch bedingt ist, dass die Rückbiegeanschlüsse erst aufgebogen werden müssen, und zwar so, dass der Stab durch die Ösen der einzelnen Rückbiegeanschlüsse gesteckt werden kann. Insbesondere ist auch die Ausbildung der Stirnseite der Wandelemente nicht ganz einfach, was dadurch bedingt ist, dass über die Stirnseite die bereits beschriebenen Armierungen vorstehen.In buildings, in particular, the basement is often made of precast concrete parts. Here, wall elements of different sizes are provided, which abut each other in the region of their end faces. In order now to accomplish a connection between such wall parts frontally, it is known to provide in the region of the end faces of each wall element arranged one above the other at the end hook-shaped reinforcements. These reinforcements are arranged in a box-shaped structure. After opening the box, these so-called reverse bending connections must be bent so that they project with their hook-shaped ends on the front side. The Rückbiegeanschlüsse the other wall element to be connected thereto are also bent so that the hooked ends of the two Rückbiegeanschlüsse are superimposed so that two Rückbiegeanschlüsse form with their hook-shaped ends an eyelet through which a rod is inserted, so that there is a positive connection. In the area of these protruding reinforcements or rebend connections is a joint, which is filled after formwork with a grout. This approach is somewhat complex, which is particularly due to the fact that the rebend connections must first be bent, in such a way that the rod can be inserted through the eyelets of the individual return bends. In particular, the formation of the front side of the wall elements is not easy, which is due to the fact that protrude beyond the front side of the already described reinforcements.

Aus der US 1 801 631 A ist eine Verbindung zwischen zwei Wandelementen bekannt, bei der die Wandelemente über gegenüberliegende Aussparungen verfügen, die durch eine Bewehrung verbunden sind. Die Bewehrung umfasst mindestens einen in jedem Wandelement angeordneten Bewehrungsstab, wobei die mindestens zwei Bewehrungsstäbe durch eine Drahtverbindung verbunden sind. Die Aussparungen werden nach Fertigstellung der Bewehrung mit Beton ausgegossen.From the US Pat. No. 1,801,631 A a connection between two wall elements is known in which the wall elements have opposite recesses which are connected by a reinforcement. The reinforcement comprises at least one reinforcing bar arranged in each wall element, wherein the at least two reinforcing bars are connected by a wire connection. The recesses are poured out after completion of the reinforcement with concrete.

Der Erfindung liegt daher die Aufgabe zugrunde, eine Verbindung durch eine Bewehrungsvorrichtung der eingangs genannten Art bereitzustellen, die eine wirtschaftliche Fertigung derartiger Wandelemente als Beton- oder Stahlbetonfertigteile ermöglicht, darüber hinaus die Montage der Wandelemente erleichtert wird und des Weiteren durch die Bewehrungsvorrichtung hohe Kräfte und Momente übertragbar sind.The invention is therefore an object of the invention to provide a connection by a reinforcement device of the type mentioned, which allows an economical production of such wall elements as concrete or reinforced concrete precast parts, beyond the assembly of the wall elements is facilitated and further by the reinforcement high forces and moments are transferable.

Die Aufgabe wird erfindungsgemäß durch gelöst, dass die Bewehrungselemente als Doppelkopfbolzen ausgebildet sind. Für die Verbindung zweier Wandelemente wird nunmehr derart vorgegangen, dass diese beabstandet zueinander aufgestellt werden, zwischen die Stirnseiten der beiden Wandelemente die zuvor beschriebene Bewehrungsvorrichtung eingelassen wird, und dann die Fuge mit Vergussmörtel ausgefüllt wird, wie dies bereits aus dem Stand der Technik bekannt ist. Mit dieser Bewehrungsvorrichtung wird eine hohe Flexibilität erreicht, da die Bewehrungsvorrichtung an die Verhältnisse vor Ort angepasst werden kann. Darüber hinaus erfolgt eine Lastübertragung sowohl in Quer- als auch in Längsrichtung, wobei hinzu kommt, dass die Bewehrungsvorrichtung nach Anpassung der Länge unmittelbar vor Ort auf der Baustelle eingebaut werden kann, so dass eine Fertigung vorab erfolgen kann.The object is achieved by solved that the reinforcing elements are designed as a double headed bolt. For the connection of two wall elements is now proceeded such that they are placed at a distance from each other, between the end faces of the two wall elements, the above-described reinforcement device is inserted, and then the joint is filled with grout, as is already known from the prior art. With this reinforcement device, a high flexibility is achieved, since the reinforcement device can be adapted to the conditions on site. In addition, a load transfer takes place both in the transverse and in the longitudinal direction, with the added that the reinforcement device can be installed after adjusting the length immediately on site on the site, so that a production can be carried out in advance.

Der Träger kann hierbei stangenförmig ausgebildet sein. Eine solche Stange hat eine gewisse Eigenstabilität, was bedeutet, dass sie lediglich in die Fuge zwischen den beiden Wandelementen eingestellt werden muss. Nach einer anderen Ausführungsform ist vorgesehen, dass der Träger bandartig ausgebildet ist. Ein solches Band wird dann zwischen die Stirnseiten der einander gegenüberstehenden Wandelemente eingehängt, wobei hierbei vorteilhaft ist, dass ein solches Band als Rolle hergestellt werden kann und "auf Länge" abgeschnitten wird.The carrier may in this case be rod-shaped. Such a rod has a certain inherent stability, which means that it only has to be adjusted in the joint between the two wall elements. According to another embodiment, it is provided that the carrier is formed like a ribbon. Such a band is then hooked between the end faces of the opposing wall elements, in which case it is advantageous that such a band can be produced as a roll and "cut to length".

Vorteilhafte Merkmale ergeben sich aus den Unteransprüchen.Advantageous features emerge from the subclaims.

Vorteilhaft ist weiterhin, dass die Aussparung im Querschnitt in etwa konisch gehalten ist, so dass gewährleistet ist, dass der Vergussmörtel tatsächlich die Fuge und die Aussparung vollflächig ausfüllen kann. Für die Verbindung des Vergussmörtels mit dem Beton des Wandelements in der Fuge und der Aussparung ist wesentlich, dass die Aussparung in Bezug auf die Oberfläche bestimmte Rauigkeitswerte aufweist, damit der Vergussmörtel mit den Wandelementen in der Fuge eine quasi formschlüssige Verbindung eingehen kann.A further advantage is that the recess in cross section is held approximately conical, so that it is ensured that the grout can actually fill the joint and the recess over the entire surface. For the connection of the grout with the concrete of the wall element in the joint and the recess is essential that the recess with respect to the surface has certain roughness values, so that the grout can form a quasi-positive connection with the wall elements in the joint.

Weiterhin ist nach einem besonderen Merkmal der Erfindung vorgesehen, dass die Aussparung am offenen Ende, also stirnseitig, durch einen auf die Mittellängsachse der Aussparung zu gerichteten Steg partiell verschlossen ist. Hierdurch wird eine im Wesentlichen formschlüssige Verbindung zwischen der Bewehrungsvorrichtung einerseits und dem Wandelement andererseits erzeugt. Das heißt, eine solche Verbindung ist in der Lage, im begrenzten Maße auch Zug zu übertragen.Furthermore, it is provided according to a special feature of the invention that the recess at the open end, ie the front side, is partially closed by a directed to the central longitudinal axis of the recess web. As a result, an essentially positive connection between the reinforcement device on the one hand and the wall element on the other hand generated. That is, such a connection is able to transmit train to a limited extent.

Zur Erzeugung eines solchen Vorsprungs, um eine formschlüssige Verbindung zwischen der Bewehrungsvorrichtung und dem Wandelement zu erzeugen, kann nach einer weiteren Ausführungsform das Wandelement im Bereich der Aussparung einen Kopfbolzen aufweisen, wobei der Kopf des Kopfbolzens teilweise in die Aussparung hineinragt. Insbesondere ist in diesem Zusammenhang vorgesehen, dass der Kopfbolzen als Doppelkopfbolzen ausgebildet ist, d. h., dass der eine Kopf des Kopfbolzens quasi für die formschlüssige Verbindung zwischen der Bewehrungsvorrichtung einerseits und dem Wandelement andererseits sorgt, und dass der andere Kopf des Doppelkopfbolzens der Verankerung des Kopfbolzens in dem Wandelement dient.To produce such a projection in order to produce a positive connection between the reinforcement device and the wall element, according to a further embodiment, the wall element have in the region of the recess a head bolt, wherein the head of the head bolt partially protrudes into the recess. In particular, it is provided in this context that the head bolt is designed as a double headed bolt, that is, that a head of the Head bolt virtually ensures the positive connection between the reinforcement on the one hand and the wall element on the other hand, and that the other head of the double-headed bolt is used to anchor the head bolt in the wall element.

Weiterhin ist Gegenstand der Erfindung ein Wandelement aus Beton, insbesondere Stahlbeton, das sich dadurch auszeichnet, dass das Wandelement auf seiner Stirnseite, d.h. der Schmalseite, eine über die Höhe des Wandelements verlaufende, im Querschnitt konische Aussparung aufweist, wobei das Wandelement zu beiden Seiten der konischen Aussparung jeweils Rückhängebewehrungselemente besitzt. Derartige Rückhängebewehrungselemente stellen sich im Prinzip ebenfalls als Armierungen, beispielsweise mit endseitig angeordnetem Kopf, also als sogenannte Kopfbolzen dar, oder auch als Bügel, die in dem Wandelement angeordnet sind.Furthermore, the subject of the invention is a wall element made of concrete, in particular reinforced concrete, which is characterized in that the wall element on its front side, i. the narrow side, a running over the height of the wall element, in cross-section conical recess, wherein the wall element has on both sides of the conical recess each backholding reinforcement elements. Such rearward reinforcement elements are in principle also as reinforcements, for example, with end arranged head, so as a so-called head bolts, or as brackets, which are arranged in the wall element.

Anhand der Zeichnungen wird die Erfindung nachstehend beispielhaft näher erläutert.

Figur 1
zeigt die Bewehrungsvorrichtung in einer Ansicht;
Figur 1 a
zeigt schematisch die Anordnung der Bewehrungsvorrichtung gemäß Figur 1 zwischen zwei Wandelementen aus Beton;
Figur 2
zeigt eine konische Ausbildung der Aussparung;
Figuren 3+4
zeigen jeweils eine weitere Ausführungsform der Aussparung, wobei die offene Seite der Aussparung zumindest partiell verschlossen wird;
Figur 5
zeigt die Anordnung der Armierung in den Wandelementen im Bereich der Stirnkanten;
Figur 6
zeigt eine andere Ausführungsform der Armierung mit Kopfbolzen in den Wandelementen.
With reference to the drawings, the invention will be explained in more detail below by way of example.
FIG. 1
shows the reinforcement in a view;
FIG. 1 a
schematically shows the arrangement of the reinforcement device according to FIG. 1 between two wall elements made of concrete;
FIG. 2
shows a conical configuration of the recess;
Figures 3 + 4
each show a further embodiment of the recess, wherein the open side of the recess is at least partially closed;
FIG. 5
shows the arrangement of the reinforcement in the wall elements in the region of the end edges;
FIG. 6
shows another embodiment of the reinforcement with head bolts in the wall elements.

Gemäß Figur 1 besteht die Bewehrungsvorrichtung aus dem Träger 1 und den übereinander angeordneten Doppelkopfbolzen 2. Die Doppelköpfbolzen 2 mit den Köpfen 3 sind mit ihrem Träger 1 an dem Träger beispielsweise verschweißt und erstrecken sich zu beiden Seiten des Trägers in im Einbauzustand horizontaler Richtung. Der Träger selbst kann als Stange oder als Blechband ausgebildet sein.According to FIG. 1 The reinforcing device consists of the carrier 1 and the stacked double head bolt 2. The double headed bolts 2 with the heads 3 are welded to their carrier 1 on the carrier, for example, and extend to both sides of the carrier in the installed state horizontal direction. The carrier itself can be designed as a rod or as a sheet metal strip.

Die Anordnung der Bewehrungsvorrichtung ergibt sich schematisch aus Figur 1a; wie sich in diesem Zusammenhang aus der Figur 2 ergibt, die einen Schnitt gemäß der Linie II - II aus Figur 1 a darstellt, befindet sich zwischen den beiden Wandelementen eine Fuge 12, wobei stirnseitig (Pfeil 11) an oder in den Wandelementen 10 jeweils eine Aussparung 13 vorgesehen ist, die in Richtung auf das Zentrum des Wandelements konisch zulaufend gehalten ist. In den Aussparungen befindet sich nun der Kopf 3 eines jeden Doppelkopfbolzens. Die Fuge 12 wird einschließlich der konischen Aussparungen 13 mit Vergussmörtel ausgefüllt.The arrangement of the reinforcement device is shown schematically FIG. 1a ; how in this context from the FIG. 2 results in a section along the line II - II off FIG. 1 a, is located between the two wall elements, a gap 12, wherein the end face (arrow 11) is provided on or in the wall elements 10 each have a recess 13 which is held tapered in the direction of the center of the wall element. In the recesses is now the head 3 of each double headed bolt. The joint 12 is filled with grout including the conical recesses 13.

Gegenstand der Figuren 3 und 4 ist eine spezielle Ausbildung der Aussparungen 13, wobei jeweils nur die Stirnseite eines Wandelements dargestellt ist. Bei der Ausbildung der Aussparung 13 gemäß der Figur 3 ist jeweils ein Steg 14 vorgesehen, der auf die Mittellängsachse 30 des Wandelements 10 zu gerichtet ist. Anstelle eines solchen Steges 14 können in der Stirnseite des Wandelements 10 übereinander auch mehrere Doppelkopfbolzen 16 vorgesehen sein, dessen jeweiliger Kopf 16a in die Aussparung hineinragt, wie sich dies aus Figur 4 ergibt. Sowohl bei der Ausbildung gemäß Figur 3 als auch bei der Ausbildung gemäß Figur 4 wird das Ausbrechen unter Last im Wesentlichen zuverlässig verhindert, da das Ausbrechen nur gegen die Stege 14 bzw. gegen den jeweiligen Kopf 16a des Kopfbolzens 16 erfolgen könnte.Subject of the FIGS. 3 and 4 is a special design of the recesses 13, wherein in each case only the end face of a wall element is shown. In the formation of the recess 13 according to the FIG. 3 In each case, a web 14 is provided, which is directed to the central longitudinal axis 30 of the wall element 10 to. Instead of such a web 14, a plurality of double-headed bolts 16 may be provided one above the other in the end face of the wall element 10, the respective head 16a of which projects into the recess, as may be the case FIG. 4 results. Both in the training according to FIG. 3 as well as in the training according to FIG. 4 the breaking under load is substantially reliably prevented, since the breaking could only take place against the webs 14 or against the respective head 16a of the head bolt 16.

Bei der Ausführungsform gemäß der Figuren 5 und 6 sind als Armierung im Bereich der Aussparung 13 zu beiden Seiten der Aussparung 13 in den Wandelementen 10 jeweils übereinander angeordnete Kopfbolzen 19 vorgesehen, die einen Ausbruchskegel in der gestrichelten Darstellungsform (Pfeil 20) bewirken. Anstelle solcher Kopfbolzen 19 kann auch eine Bügelarmierung 19a (Figur 5) vorgesehen sein. Die Ausbildung des Ausbruchskegels ist hierbei die gleiche, wie in Figur 6.In the embodiment according to the FIGS. 5 and 6 are provided as a reinforcement in the region of the recess 13 on both sides of the recess 13 in the wall elements 10 each one above the other arranged head bolts 19 which cause an excavation cone in the dashed representation (arrow 20). Instead of such a head bolt 19, a Bügelarmierung 19 a ( FIG. 5 ) be provided. The formation of the escape cone here is the same as in FIG. 6 ,

Allgemein gilt, dass die Fuge zwischen den Stirnseiten der Wandelemente in jedem Fall immer mit Vergussmörtel ausgefüllt wird.In general, the gap between the end faces of the wall elements is always filled with grout in each case.

Claims (11)

  1. Connection between two wall elements (10) of concrete, particularly of reinforced concrete, with two wall elements (10) and a reinforcing device (1, 2), wherein the wall elements (10) in the joint region with one another each have at the end face at least one recess (13) for reception of the reinforcing device (1, 2), wherein a gap (12) is provided between the wall elements (10) in the joint region, wherein not only the gap (12), but also the recess (13) of the respective wall element (10) is fillable with sealing mortar, and wherein the reinforcing device (1, 2) comprises an elongate girder (1), which has several mutually spaced-apart reinforcing elements (2) extending transversely to the longitudinal axis of the girder (1), characterised in that the reinforcing elements (2) are constructed as double-head bolts (2).
  2. Connection between two wall elements according to claim 1, characterised in that the recess (13) is approximately conical in cross-section.
  3. Connection between two wall elements according to claim 1, characterised in that the recess (13) is partially closed at the open end by a web (14) directed towards the centre longitudinal axis of the recess.
  4. Connection between two wall elements according to claim 1, characterised in that the wall element has a head bolt (16) in the region of the recess (13).
  5. Connection between two wall elements according to claim 4, characterised in that the head (16a) of the head bolt (16) projects partly into the recess.
  6. Connection between two wall elements according to claim 4, characterised in that the head bolt is constructed as a double-head bolt (16).
  7. Connection between two wall elements according to claim 1, characterised in that the wall element (10) has respective back-hang reinforcing elements (19, 19a) on both sides of the conical recess.
  8. Connection between two wall elements according to claim 7, characterised in that the back-hang reinforcing element is constructed as a head bolt (19), particularly as a double-head bolt.
  9. Connection between two wall elements according to claim 7, characterised in that the back-hang reinforcing element is constructed as hoop reinforcing means (19a).
  10. Connection between two wall elements according to claim 1, characterised in that the girder (1) is of bar-shaped construction.
  11. Connection between two wall elements according to claim 7, characterised in that the girder (1) is of strip-like construction.
EP08005636A 2008-03-26 2008-03-26 Reinforcement device for a connection between two panel-shaped concrete wall elements, particularly reinforced concrete Not-in-force EP2108753B1 (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
AT08005636T ATE486176T1 (en) 2008-03-26 2008-03-26 REINFORCEMENT DEVICE FOR A CONNECTION BETWEEN TWO PLATE-SHAPED WALL ELEMENTS MADE OF CONCRETE, PARTICULARLY MADE OF REINFORCED CONCRETE
ES08005636T ES2351535T3 (en) 2008-03-26 2008-03-26 ARMOR FOR A WORK BETWEEN TWO WALL ELEMENTS IN THE FORM OF A CONCRETE PLATE, IN PARTICULAR OF ARMED CONCRETE.
PL08005636T PL2108753T3 (en) 2008-03-26 2008-03-26 Reinforcement device for a connection between two panel-shaped concrete wall elements, particularly reinforced concrete
DE502008001644T DE502008001644D1 (en) 2008-03-26 2008-03-26 Reinforcement device for a connection between two plate-shaped wall elements made of concrete, in particular reinforced concrete
DK08005636.9T DK2108753T3 (en) 2008-03-26 2008-03-26 Reinforcing device for a connection between two concrete wall elements of concrete, in particular of steel concrete
EP08005636A EP2108753B1 (en) 2008-03-26 2008-03-26 Reinforcement device for a connection between two panel-shaped concrete wall elements, particularly reinforced concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP08005636A EP2108753B1 (en) 2008-03-26 2008-03-26 Reinforcement device for a connection between two panel-shaped concrete wall elements, particularly reinforced concrete

Publications (2)

Publication Number Publication Date
EP2108753A1 EP2108753A1 (en) 2009-10-14
EP2108753B1 true EP2108753B1 (en) 2010-10-27

Family

ID=39705325

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08005636A Not-in-force EP2108753B1 (en) 2008-03-26 2008-03-26 Reinforcement device for a connection between two panel-shaped concrete wall elements, particularly reinforced concrete

Country Status (6)

Country Link
EP (1) EP2108753B1 (en)
AT (1) ATE486176T1 (en)
DE (1) DE502008001644D1 (en)
DK (1) DK2108753T3 (en)
ES (1) ES2351535T3 (en)
PL (1) PL2108753T3 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202008012547U1 (en) * 2008-09-23 2010-02-11 Ancotech Ag Arrangement for reinforcing a concrete structure against punching in the area of the support of a ceiling element on a support and punching shear reinforcement element for this purpose
DE102015200105A1 (en) * 2014-08-18 2016-02-18 Drössler GmbH Umwelttechnik Concrete construction in modular design

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1801631A (en) 1927-02-17 1931-04-21 Herbert M Knight Unit concrete construction
FR1402047A (en) * 1964-04-27 1965-06-11 Soletanche Process for the junction of the successive elements of walls and walls molded in the ground
CH426168A (en) * 1965-08-18 1966-12-15 Ulli Marietta Process for the production of walls composed of prefabricated panels and means for carrying out the process
AT337958B (en) * 1975-07-11 1977-07-25 Gamerith Horst Dipl Ing Dr Tec CONNECTION FOR BRICKS, IN PARTICULAR HIGH-HOLE BRICKS, ASSEMBLED PRE-FABRICATED PARTS
DE3411591C1 (en) * 1984-03-29 1985-06-13 Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen Shear reinforcement element for reinforced concrete structures
DE19653077A1 (en) * 1996-12-19 1998-06-25 Deha Ankersysteme Dowel strip for steel concrete plate reinforcements

Also Published As

Publication number Publication date
DE502008001644D1 (en) 2010-12-09
ES2351535T3 (en) 2011-02-07
DK2108753T3 (en) 2011-02-07
EP2108753A1 (en) 2009-10-14
PL2108753T3 (en) 2011-04-29
ATE486176T1 (en) 2010-11-15

Similar Documents

Publication Publication Date Title
EP1902186B1 (en) Connecting device
EP1929109B1 (en) Tower construction
DE102007020747A1 (en) Arrangement of several sheet pile wall components and welding profile for this purpose
DE1684795C3 (en) Box with concrete walls, which are bordered by metal profile beams
WO2010133380A1 (en) Joining element for sheet piles
DE202006007316U1 (en) Connecting device for concrete components and reinforcing element for this purpose for establishing a connection of adjoining concrete components
CH715485A2 (en) Lifting anchor.
DE3700295C2 (en) Building insulation element
EP1034344B1 (en) Connector piece
EP2108753B1 (en) Reinforcement device for a connection between two panel-shaped concrete wall elements, particularly reinforced concrete
DE3012613C2 (en) Anchor expansion for routes of underground mining, tunnels or the like.
EP1932978B1 (en) Reinforcing element for absorbing forces in concreted slabs in the area of supporting elements
EP3892789B1 (en) Formwork system
DE2755431A1 (en) Threaded interlocking tie between foundation cell components - has t-unit flange halves bent to fit against box inside corners
DE102006002277B4 (en) Crab
EP3997285A1 (en) Connecting device
AT257901B (en) Panel-shaped component
DE102020114611B3 (en) Formwork arrangement
EP3330448A1 (en) Device and method for connecting two components in a certain relative orientation and concrete structure created using the same
EP2080841A2 (en) Cantilever plate connecting element
DE3643145C2 (en)
EP3130713B1 (en) Structure and method for construction of a structure
DE102022128380A1 (en) Method for constructing a building wall using 3D printing
DE29617673U1 (en) Shuttering element
EP2241700B1 (en) Dowel for connecting concrete panels

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20081124

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA MK RS

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIN1 Information on inventor provided before grant (corrected)

Inventor name: KRUMMEL GERHARD,

Inventor name: GENTIL HUGO,

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

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: NL

Ref legal event code: T3

REF Corresponds to:

Ref document number: 502008001644

Country of ref document: DE

Date of ref document: 20101209

Kind code of ref document: P

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Ref country code: ES

Ref legal event code: FG2A

Effective date: 20110126

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20101027

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

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: 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: 20101027

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: 20110127

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: 20101027

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: 20110228

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: 20110227

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: 20101027

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

Ref country code: PL

Payment date: 20110221

Year of fee payment: 4

Ref country code: CZ

Payment date: 20110325

Year of fee payment: 4

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: 20110128

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: 20101027

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: 20101027

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

Ref country code: RO

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

Effective date: 20101027

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: 20101027

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: 20110728

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

Ref country code: MC

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

Effective date: 20110331

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502008001644

Country of ref document: DE

Effective date: 20110728

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: 20101027

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: PEIKKO GROUP OY

Free format text: KRUMMEL, GERHARD#CLARA-RUDOLPH-STRASSE 3#34497 KORBACH (DE) -TRANSFER TO- PEIKKO GROUP OY#VOIMAKATU 3#15170 LAHTI (FI)

REG Reference to a national code

Ref country code: NL

Ref legal event code: SD

Effective date: 20120308

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502008001644

Country of ref document: DE

Representative=s name: VOSSIUS & PARTNER, DE

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

Ref country code: NO

Payment date: 20120321

Year of fee payment: 5

Ref country code: LT

Payment date: 20120305

Year of fee payment: 5

Ref country code: CH

Payment date: 20120314

Year of fee payment: 5

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502008001644

Country of ref document: DE

Representative=s name: VOSSIUS & PARTNER, DE

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

Free format text: REGISTERED BETWEEN 20120426 AND 20120502

REG Reference to a national code

Ref country code: DE

Ref legal event code: R081

Ref document number: 502008001644

Country of ref document: DE

Owner name: PEIKKO GROUP OY, FI

Free format text: FORMER OWNER: KRUMMEL, GERHARD, DIPL.-ING., 34497 KORBACH, DE

Effective date: 20120502

Ref country code: DE

Ref legal event code: R082

Ref document number: 502008001644

Country of ref document: DE

Representative=s name: VOSSIUS & PARTNER, DE

Effective date: 20120502

Ref country code: DE

Ref legal event code: R082

Ref document number: 502008001644

Country of ref document: DE

Representative=s name: VOSSIUS & PARTNER, DE

Effective date: 20120319

Ref country code: DE

Ref legal event code: R082

Ref document number: 502008001644

Country of ref document: DE

Representative=s name: VOSSIUS & PARTNER PATENTANWAELTE RECHTSANWAELT, DE

Effective date: 20120502

Ref country code: DE

Ref legal event code: R082

Ref document number: 502008001644

Country of ref document: DE

Representative=s name: VOSSIUS & PARTNER PATENTANWAELTE RECHTSANWAELT, DE

Effective date: 20120319

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

Ref country code: GB

Payment date: 20120326

Year of fee payment: 5

Ref country code: SE

Payment date: 20120322

Year of fee payment: 5

Ref country code: BE

Payment date: 20120326

Year of fee payment: 5

Ref country code: FI

Payment date: 20120319

Year of fee payment: 5

Ref country code: DK

Payment date: 20120323

Year of fee payment: 5

Ref country code: IT

Payment date: 20120328

Year of fee payment: 5

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

Ref country code: NL

Payment date: 20120402

Year of fee payment: 5

Ref country code: DE

Payment date: 20120327

Year of fee payment: 5

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

Ref country code: FR

Payment date: 20120413

Year of fee payment: 5

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: R. A. EGLI & CO. PATENTANWAELTE

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: 20101027

Ref country code: LU

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

Effective date: 20110326

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

Ref country code: ES

Payment date: 20120321

Year of fee payment: 5

BERE Be: lapsed

Owner name: PEIKKO GROUP OY

Effective date: 20130331

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: 20101027

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20131001

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Ref country code: DK

Ref legal event code: EBP

Effective date: 20130331

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

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 NON-PAYMENT OF DUE FEES

Effective date: 20130326

Ref country code: SE

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

Effective date: 20130327

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: 20101027

Ref country code: FI

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

Effective date: 20130326

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: LT

Ref legal event code: MM4D

Effective date: 20130326

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

Effective date: 20130326

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20131129

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502008001644

Country of ref document: DE

Effective date: 20131001

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: 20130402

Ref country code: CH

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

Effective date: 20130331

Ref country code: LT

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

Effective date: 20130326

Ref country code: GB

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

Effective date: 20130326

Ref country code: LI

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

Effective date: 20130331

Ref country code: DE

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

Effective date: 20131001

Ref country code: NO

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

Effective date: 20130331

Ref country code: BE

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

Effective date: 20130331

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: 20130326

Ref country code: NL

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

Effective date: 20131001

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: 20130331

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 486176

Country of ref document: AT

Kind code of ref document: T

Effective date: 20130326

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: 20130326

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20140606

REG Reference to a national code

Ref country code: PL

Ref legal event code: LAPE

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: 20130326

Ref country code: ES

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

Effective date: 20130327