EP1293621B1 - Device for anchoring prefabricated building components - Google Patents

Device for anchoring prefabricated building components Download PDF

Info

Publication number
EP1293621B1
EP1293621B1 EP01122279A EP01122279A EP1293621B1 EP 1293621 B1 EP1293621 B1 EP 1293621B1 EP 01122279 A EP01122279 A EP 01122279A EP 01122279 A EP01122279 A EP 01122279A EP 1293621 B1 EP1293621 B1 EP 1293621B1
Authority
EP
European Patent Office
Prior art keywords
building
bearing element
building structure
recess
bolt
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.)
Expired - Lifetime
Application number
EP01122279A
Other languages
German (de)
French (fr)
Other versions
EP1293621A1 (en
Inventor
Martin Dipl.-Ing. Scheider
Enrico Dr. Ing. Nusiner
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.)
Leviat GmbH
Original Assignee
Halfen GmbH and Co KG
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 Halfen GmbH and Co KG filed Critical Halfen GmbH and Co KG
Priority to AT01122279T priority Critical patent/ATE399912T1/en
Priority to EP01122279A priority patent/EP1293621B1/en
Priority to ES01122279T priority patent/ES2309026T3/en
Priority to DE50114073T priority patent/DE50114073D1/en
Publication of EP1293621A1 publication Critical patent/EP1293621A1/en
Application granted granted Critical
Publication of EP1293621B1 publication Critical patent/EP1293621B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801Separate fastening elements
    • E04F13/0832Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0853Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall
    • E04F13/0855Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall adjustable in several directions, one of which is perpendicular to the wall

Definitions

  • the invention relates to a building structure with a prefabricated building part anchored thereto by means of a device and to a device for anchoring prefabricated building parts, in particular facade panels, on a building structure.
  • an arrangement with a supporting and anchoring device for prefabricated building parts carried by a supporting structure of a building which comprises a bush-like support which is provided or delimited with an opening in a building support structure.
  • the device comprises a support member having an elongated cylindrical body whose cross section and length are adapted to the cross section and the length of the support. This is removably fitted in the support and one of the ends stands out.
  • the support member is provided with support means defining a support area for a building part to be connected to the building structure, and means for adjusting and varying the horizontal and vertical position of the support means with respect to the support.
  • the adjusting means allow an adjustment of the Position of the building part to be connected to the building structure in two directions.
  • the recess which must be provided for the support in the building structure structure, must be relatively deep to ensure a secure anchorage. However, a corresponding depth is not always available for the support. In addition, a corresponding tube for receiving the support element in the building structure is required, with sufficient clearance for installation is necessary. Fixing agents are not available.
  • an anchoring device for panels on buildings which has an angle-shaped holder.
  • a toothing is provided on the holder, which cooperates with a voltage applied to the surface of the masonry and provided with a toothed plate.
  • the CH 681,316 A5 discloses an anchoring device with an L-shaped holder which rests on a support and with respect to this height adjustable via a screw.
  • the WO 93/21410 shows a console for the renovation of a facade panel attachment, which is approximately L-shaped and is fixed with a leg to the building structure.
  • the facade panel rests on a screw on the short leg of the holder.
  • the invention has for its object to provide a building structure with an anchored by means of a device prefabricated building part and a device for anchoring prefabricated building parts of the generic type, wherein the device only requires a recess with shallow depth in the building structure and a secure anchorage offers.
  • the support element Since the support element is fixed in the horizontal direction via the fastening screw and only supported in the recess in the building structure, the recess can be made relatively small and does not have to have a large depth.
  • the support element is a simple welded construction and is so easy and inexpensive to produce. Since can be readjusted in the vertical direction, the handling of the device is easy.
  • the legs of the support element are of different lengths and the long leg rests against the building structure. It is envisaged that the building part rests on a support surface of the support element, wherein the support element in particular in a recess of the building part protrudes.
  • the support of the support element, on which rests the building part inclined, wherein the support surface drops in the direction of the building structure. This results in a particularly secure fixation of the building part on the support element.
  • the relative vertical position between the support element and the building structure is provided in the invention that it is adjustable via a arranged on the support member vertical screw, wherein the screw head of the vertical screw is supported at the bottom of the recess in the building structure.
  • the adjustment of the horizontal and vertical distance is particularly easy to implement via the screws. The screws allow a fine adjustment of the distance with little effort.
  • the means for adjusting the position of the building part are expediently arranged in one of the transverse plates of the support element.
  • the recess in the building structure and / or the recess is clad in the building part.
  • the cladding in the recess or in the recess is anchored in particular with struts in the building part or in the building structure.
  • the lining of recess and recess provides a simple and inexpensive way to increase the strength in heavily loaded areas.
  • Fig. 1 shows a device 1 for anchoring prefabricated building parts 3 to a building structure 4.
  • the device 1 comprises a support member 2 which comprises two L-shaped side parts 5, at their ends, ie on the narrow sides of the legs 21 and 22, with transverse plates 6 welded to a closed profile.
  • the short leg 21 of the Support element 2 includes with the long leg 22 at an angle which is greater than 90 °.
  • the legs 21, 22 may also be arranged at right angles to each other and be the short leg 21 of the support member thickened at the leg end, so that there is an inclined support surface 7.
  • the long leg 22 of the support element 2 is arranged in a recess 16 in a building structure 4 and fixed with a fixing screw 9 in the horizontal direction in this.
  • the short leg 21 of the support member 2 is arranged and fixed to the building structure.
  • the transverse plate 6 of the long leg 22 is disposed above the bottom 17 of the recess 16. The transverse plate 6 is penetrated by the adjusting screw 11, the head rests on the bottom 17 and which is in engagement with the nut 18.
  • the nut 18 is fixed to the support element 2, in particular welded. Thus, the relative vertical position between the building structure 4 and support element 2 can be adjusted.
  • the short leg 21 of the support member 2 protrudes from the recess 16 via the building structure 4 in a recess 8 of an anchored to the building structure 4 building part 3.
  • the building part 3 may for example be a facade panel, which may consist of different materials such as stone or concrete. However, other facade elements can be fixed with the device.
  • the upper wall 20 of the recess 8 in the building part 3 is inclined downwards in the direction of the building structure 4, the angle of inclination of the wall 20 corresponding to the angle of inclination ⁇ of the support surface 7 of the support element 2.
  • the transverse plate 6 on the short leg 21 of the support element 2 is penetrated by a screw 10, the head of the vertical boundary of the recess 8 is applied and which is in engagement with a welded to the transverse plate 6 nut 19.
  • the horizontal distance between the support element 2 and the building part 3 is adjustable. It may be advantageous to provide the adjusting screws 10 and 11 on the building part 3 or on the building structure 4. In another embodiment can be provided, the adjusting screw 11 also provided on the short leg 21 of the support member 2, so that the adjusting screw 11 acts on the support surface 7.
  • the fastening screw 9 is as in Fig. 2 represented between the two side parts 5 on the long leg 22 of the support element 2 is arranged. Below the screw head of the screw 9, a plate 23 is arranged, via which the horizontal fastening force is transmitted from the building structure 4 to the two legs 5. Between the long leg 22 of the support element 2 and the building structure 4, a gap 24 is formed. The long leg 22 is supported on the arranged at its lower end transverse plate 6 on the building structure 4. By tilting the support element 2 by means of the fastening screw 9, the angle ⁇ can be adjusted.
  • a further embodiment of the device 1 is shown.
  • the transverse plate 6 on the short leg 21 of the Tragelemerites 2 is disposed on the outer longitudinal side of the leg 21, which projects down into the recess 16 in the building structure 4.
  • the nut 18 is supported on the transverse plate 6, so that the vertical distance between the building structure 4 and support element 2 can be varied.
  • the nut 18 may be welded to the transverse plate 6 in order to avoid twisting with respect to the transverse plate 6.
  • a panel 14 is arranged, which is anchored with struts 15 in the building structure.
  • the long leg 22 is fastened to the building structure 4 with a fastening screw 9.
  • the fastening screw 9 is screwed into the building structure 4 in a socket 26, which is anchored to a strut 27 in the building structure.
  • the horizontal adjusting screw 10 is screwed into a socket 29 arranged on the long leg 22 of the support element 2. Your head is located on the wall of the recess 8, which allows the distance between the support member 2 and building part 3 to adjust in the horizontal direction.
  • an end plate 6 is arranged, which forms the support surface 7 for the building part 3.
  • the long leg 22 protrudes into a recess formed on the building part 3 8.
  • the recess 8 is like the recess 16 is provided with a lining 12 which is anchored with struts 13 in the building part.
  • a reinforcement 25 is disposed between the panel 12 and the building part 3, which prevents deformation of the panel 12 by excessive bearing forces.
  • the elements of the device 1 are shown in perspective. Again, the same reference numerals as the preceding figures are used for the same components.
  • the strut 13 is arranged, with which the panel 12 is anchored in a building part 3.
  • a reinforcement 25 is arranged, which reinforces the panel on the support surface 7.
  • two elevations 28 are arranged, which fix the position of the lower portion of the panel 12 in the building part form fit. In particular, when pouring the panel 12, for example in concrete, the elevations 28 are advantageous for fixing.
  • a support element 2 is shown, on which a panel 14 is arranged.
  • the panel 14 can be anchored by means of the struts 15 in the building part, in particular cast.
  • Side panels 30 are shown, which are arranged on the panel 14, so that a recess 16 is completely lined.
  • the support element 2 can be fixed with the fastening screw 9 in a building structure 4.
  • the fastening screw 9 is screwed into the socket 26, which is anchored by means of a strut 27 in the building structure, wherein the strut 27 is cast in particular.
  • the version 29, in which the horizontal screw 10 is screwed, is laterally welded to a side part 5. Instead of the version 29, a plate arranged transversely to the side parts 5 and a nut fixed thereto can also be provided.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The panel (3) support (2) has two parallel L-shaped sides (5) joined at their farther ends by crossplates (6) to make a welded frame. One leg (21) of the support (2) adjoins the building structure (4) and is screwed to this (4) by a screw led between the two side parts (5). The legs (21,22) of the support differ in length, the longer leg (22) joined to the building. The panel (3) rests on support (2) face surface (7), with the support reaching into recess (8) in the panel (3). The support face (7) is at an angle and slopes down towards the building (4). Adjuster screw (10) changes the horizontal space between support and panel, with the screw head lying in the panel recess (8).

Description

Die Erfindung betrifft eine Gebäudestruktur mit einem daran mittels einer Vorrichtung verankerten vorgefertigten Gebäudeteil sowie eine Vorrichtung zur Verankerung von vorgefertigten Gebäudeteilen, insbesondere von Fassadenplatten, an einer Gebäudestruktur.The invention relates to a building structure with a prefabricated building part anchored thereto by means of a device and to a device for anchoring prefabricated building parts, in particular facade panels, on a building structure.

Aus der EP 0 423 660 B1 ist eine Anordnung mit einer Stütz- und Verankerungsvorrichtung für von einer Tragstruktur eines Gebäudes getragene vorgefertigte Gebäudeteile bekannt, die ein buchsenartiges Auflager umfaßt, das mit einer Öffnung in einer Gebäudetragstruktur vorgesehen oder begrenzt ist. Die Vorrichtung weist ein Tragelement mit einem länglichen zylindrischen Körper auf, dessen Querschnitt und die Länge an den Querschnitt und die Länge des Auflagers angepaßt ist. Dieser ist herausnehmbar in das Auflager eingepaßt und eines der Enden steht daraus hervor. Das Tragelement ist mit Auflagemitteln, die einen Auflagebereich für ein mit der Gebäudetragstruktur zu verbindendes Gebäudeteil definieren, und mit Mitteln zum Justieren und Variieren der horizontalen und vertikalen Position der Auflagemittel in bezug auf das Auflager versehen. Die Justiermittel erlauben eine Justierung der Position des Gebäudeteiles, das mit der Gebäudetragstruktur zu verbinden ist, in zwei Richtungen.From the EP 0 423 660 B1 For example, an arrangement with a supporting and anchoring device for prefabricated building parts carried by a supporting structure of a building is known which comprises a bush-like support which is provided or delimited with an opening in a building support structure. The device comprises a support member having an elongated cylindrical body whose cross section and length are adapted to the cross section and the length of the support. This is removably fitted in the support and one of the ends stands out. The support member is provided with support means defining a support area for a building part to be connected to the building structure, and means for adjusting and varying the horizontal and vertical position of the support means with respect to the support. The adjusting means allow an adjustment of the Position of the building part to be connected to the building structure in two directions.

Die Aussparung, die für das Auflager in der Gebäudetragstruktur vorgesehen sein muß, muß verhältnismäßig tief sein, um eine sichere Verankerung zu gewährleisten. Eine entsprechende Tiefe steht jedoch für das Auflager nicht immer zur Verfügung. Außerdem ist ein entsprechendes Rohr zur Aufnahme des Tragelementes in der Gebäudestruktur erforderlich, wobei ein ausreichendes Spiel zur Montage notwendig ist. Fixierungsmittel sind dabei nicht vorhanden.The recess, which must be provided for the support in the building structure structure, must be relatively deep to ensure a secure anchorage. However, a corresponding depth is not always available for the support. In addition, a corresponding tube for receiving the support element in the building structure is required, with sufficient clearance for installation is necessary. Fixing agents are not available.

Aus der EP 0 212 228 A2 ist eine Verankerungsvorrichtung für Platten an Gebäuden bekannt, die einen winkelförmigen Halter aufweist. Zur vertikalen Einstellung zur Justierung der Höhenlage der Platte ist an dem Halter eine Verzahnung vorgesehen, die mit einer an der Oberfläche des Mauerwerks anliegenden und mit einer Verzahnung versehenen Platte zusammenwirkt.From the EP 0 212 228 A2 For example, an anchoring device for panels on buildings is known, which has an angle-shaped holder. For vertical adjustment for adjusting the height of the plate a toothing is provided on the holder, which cooperates with a voltage applied to the surface of the masonry and provided with a toothed plate.

Die CH 681,316 A5 offenbart eine Verankerungsvorrichtung mit einem L-förmigen Halter, der auf einem Träger aufliegt und gegenüber diesem über eine Schraube höheneinstellbar ist.The CH 681,316 A5 discloses an anchoring device with an L-shaped holder which rests on a support and with respect to this height adjustable via a screw.

Die WO 93/21410 zeigt eine Konsole zur Sanierung einer Fassadenplattenbefestigung, die etwa L-förmig ausgebildet ist und mit einem Schenkel an der Gebäudestruktur befestigt ist. Die Fassadenplatte liegt auf einer Schraube am kurzen Schenkel des Halters auf.The WO 93/21410 shows a console for the renovation of a facade panel attachment, which is approximately L-shaped and is fixed with a leg to the building structure. The facade panel rests on a screw on the short leg of the holder.

Der Erfindung liegt die Aufgabe zugrunde, eine Gebäudestruktur mit einem daran mittels einer Vorrichtung verankerten vorgefertigten Gebäudeteil sowie eine Vorrichtung zur Verankerung von vorgefertigten Gebäudeteilen der gattungsgemäßen Art zu schaffen , wobei die Vorrichtung jeweils nur eine Aussparung mit geringer Tiefe in der Gebäudestruktur benötigt und eine sichere Verankerung bietet.The invention has for its object to provide a building structure with an anchored by means of a device prefabricated building part and a device for anchoring prefabricated building parts of the generic type, wherein the device only requires a recess with shallow depth in the building structure and a secure anchorage offers.

Diese Aufgabe wird durch eine Gebäudestruktur mit den Merkmalen des Anspruchs 1 und durch eine Vorrichtung mit den Merkmalen des Anspruchs 4 gelöst.This object is achieved by a building structure with the features of claim 1 and by an apparatus having the features of claim 4.

Da das Tragelement über die Befestigungsschraube in horizontaler Richtung fixiert ist und sich in der Aussparung in der Gebäudestruktur lediglich abstützt, kann die Aussparung verhältnismäßig klein ausgeführt sein und muß keine große Tiefe aufweisen. Das Tragelement stellt eine einfache Schweißkonstruktion dar und ist so einfach und kostengünstig herstellbar. Da in vertikaler Richtung nachjustiert werden kann, ist die Handhabung der Vorrichtung einfach.Since the support element is fixed in the horizontal direction via the fastening screw and only supported in the recess in the building structure, the recess can be made relatively small and does not have to have a large depth. The support element is a simple welded construction and is so easy and inexpensive to produce. Since can be readjusted in the vertical direction, the handling of the device is easy.

Vorteilhaft sind die Schenkel des Tragelements unterschiedlich lang und der lange Schenkel liegt an der Gebäudestruktur an. Es ist vorgesehen, daß das Gebäudeteil auf einer Auflagefläche des Tragelementes aufliegt, wobei das Tragelement insbesondere in eine Ausnehmung des Gebäudeteiles ragt. Vorteilhaft ist die Auflage des Tragelementes, auf der das Gebäudeteil aufliegt, geneigt, wobei die Auflagefläche in Richtung auf die Gebäudestruktur abfällt. Dadurch ergibt sich eine besonders sichere Fixierung des Gebäudeteiles am Tragelement.Advantageously, the legs of the support element are of different lengths and the long leg rests against the building structure. It is envisaged that the building part rests on a support surface of the support element, wherein the support element in particular in a recess of the building part protrudes. Advantageously, the support of the support element, on which rests the building part, inclined, wherein the support surface drops in the direction of the building structure. This results in a particularly secure fixation of the building part on the support element.

Es ist im Vorteihafter Weise vorgesehen, daß über eine am Tragelement angeordnete horizontale Stellschraube der horizontale Abstand zwischen Tragelement und Gebäudeteil veränderbar ist, wobei vorzugsweise der Schraubenkopf innerhalb der Ausnehmung des Gebäudeteiles an diesem anliegt.It is provided in Vorteihafter way that via a arranged on the support member horizontal adjusting screw, the horizontal distance between the support member and the building part is changeable, preferably the screw head within the recess of the building part rests against this.

Für die relative vertikale Lage zwischen Tragelement und Gebäudestruktur ist bei der Erfindung vorgesehen, daß sie über eine am Tragelement angeordnete vertikale Stellschraube einstellbar ist, wobei der Schraubenkopf der vertikalen Stellschraube sich am Boden der Aussparung in der Gebäudestruktur abstützt. Die Verstellung des horizontalen und vertikalen Abstands ist über die Schrauben besonders einfach realisierbar. Die Schrauben lassen eine feine Justierung des Abstandes mit geringem Aufwand zu.For the relative vertical position between the support element and the building structure is provided in the invention that it is adjustable via a arranged on the support member vertical screw, wherein the screw head of the vertical screw is supported at the bottom of the recess in the building structure. The adjustment of the horizontal and vertical distance is particularly easy to implement via the screws. The screws allow a fine adjustment of the distance with little effort.

Die Mittel zum Einstellen der Position des Gebäudeteiles sind zweckmäßig in einer der Querplatten des Tragelementes angeordnet. Zur Erhöhung der Festigkeit der Aussparung ist vorgesehen, daß die Aussparung in der Gebäudestruktur und/oder die Ausnehmung im Gebäudeteil verkleidet ist. Die Verkleidung in der Ausnehmung bzw. in der Aussparung ist insbesondere mit Streben im Gebäudeteil bzw. in der Gebäudestruktur verankert. Die Verkleidung von Aussparung und Ausnehmung stellt eine einfache und kostengünstige Möglichkeit dar, die Festigkeit in stark belasteten Bereichen zu erhöhen.The means for adjusting the position of the building part are expediently arranged in one of the transverse plates of the support element. To increase the strength of the recess is provided that the recess in the building structure and / or the recess is clad in the building part. The cladding in the recess or in the recess is anchored in particular with struts in the building part or in the building structure. The lining of recess and recess provides a simple and inexpensive way to increase the strength in heavily loaded areas.

Ausführungsbeispiele der Erfindung werden im folgenden anhand der Zeichnung erläutert. Es zeigen:

Fig. 1
einen Schnitt durch ein Gebäudeteil, das mit einer Vorrichtung zur Verankerung an einer Gebäudestruktur fixiert ist,
Fig. 2
einen Schnitt entlang der Linie II-II in Fig. 1,
Fig. 3
eine Schnittdarstellung einer weiteren Ausführungsform der Vorrichtung,
Fig. 4
eine perspektivische Darstellung der Verkleidung eines Gebäudeteiles mit daran angeordneten Streben,
Fig. 5
eine perspektivische Darstellung einer Vorrichtung zur Verankerung von vorgefertigten Gebäudeteilen und einer Auskleidung der Gebäudestruktur mit daran angeordneten Streben,
Fig. 6
die Vorrichtung aus Fig. 5 in einer anderen perspektivischen Darstellung,
Fig. 7
die Verkleidung aus Fig. 4 in einer anderen perspektivischen Darstellung.
Embodiments of the invention are explained below with reference to the drawing. Show it:
Fig. 1
a section through a building part, which is fixed with a device for anchoring to a building structure,
Fig. 2
a section along the line II-II in Fig. 1 .
Fig. 3
a sectional view of another embodiment of the device,
Fig. 4
a perspective view of the lining of a building part with struts arranged thereon,
Fig. 5
a perspective view of a device for anchoring prefabricated building parts and a lining of the building structure with struts arranged thereon,
Fig. 6
the device off Fig. 5 in another perspective view,
Fig. 7
the panel off Fig. 4 in another perspective view.

Fig. 1 zeigt eine Vorrichtung 1 zur Verankerung von vorgefertigten Gebäudeteilen 3 an einer Gebäudestruktur 4. Die Vorrichtung 1 weist ein Tragelement 2 auf, das zwei L-förmige Seitenteile 5 umfaßt, die an ihren Enden, d.h. an den Schmalseiten der Schenkel 21 und 22, mit Querplatten 6 zu einem geschlossenen Profil verschweißt sind. Der kurze Schenkel 21 des Tragelementes 2 schließt mit dem langen Schenkel 22 einen Winkel ein, der größer als 90° ist. Die Schenkel 21, 22 können jedoch auch rechtwinklig zueinander angeordnet sein und der kurze Schenkel 21 des Tragelementes am Schenkelende verdickt sein, so daß sich eine geneigte Auflagefläche 7 ergibt. Fig. 1 shows a device 1 for anchoring prefabricated building parts 3 to a building structure 4. The device 1 comprises a support member 2 which comprises two L-shaped side parts 5, at their ends, ie on the narrow sides of the legs 21 and 22, with transverse plates 6 welded to a closed profile. The short leg 21 of the Support element 2 includes with the long leg 22 at an angle which is greater than 90 °. However, the legs 21, 22 may also be arranged at right angles to each other and be the short leg 21 of the support member thickened at the leg end, so that there is an inclined support surface 7.

Der lange Schenkel 22 des Tragelementes 2 ist in einer Aussparung 16 in einer Gebäudestruktur 4 angeordnet und mit einer Befestigungsschraube 9 in horizontaler Richtung in dieser fixiert. Es kann jedoch auch vorteilhaft sein, daß der kurze Schenkel 21 des Tragelements 2 an der Gebäudestruktur angeordnet und fixiert ist. Die Querplatte 6 des langen Schenkels 22 ist oberhalb des Bodens 17 der Aussparung 16 angeordnet. Die Querplatte 6 ist von der Stellschraube 11 durchragt, deren Kopf am Boden 17 aufliegt und die mit der Mutter 18 in Eingriff ist. Die Mutter 18 ist am Tragelement 2 fixiert, insbesondere angeschweißt. So kann die relative vertikale Lage zwischen Gebäudestruktur 4 und Tragelement 2 justiert werden.The long leg 22 of the support element 2 is arranged in a recess 16 in a building structure 4 and fixed with a fixing screw 9 in the horizontal direction in this. However, it may also be advantageous that the short leg 21 of the support member 2 is arranged and fixed to the building structure. The transverse plate 6 of the long leg 22 is disposed above the bottom 17 of the recess 16. The transverse plate 6 is penetrated by the adjusting screw 11, the head rests on the bottom 17 and which is in engagement with the nut 18. The nut 18 is fixed to the support element 2, in particular welded. Thus, the relative vertical position between the building structure 4 and support element 2 can be adjusted.

Der kurze Schenkel 21 des Tragelementes 2 ragt aus der Aussparung 16 über die Gebäudestruktur 4 in eine Ausnehmung 8 eines an der Gebäudestruktur 4 verankerten Gebäudeteiles 3. Das Gebäudeteil 3 kann beispielsweise eine Fassadenplatte sein, die aus unterschiedlichen Materialien wie beispielsweise Stein oder Beton bestehen kann. Es können jedoch auch andere Fassadenelemente mit der Vorrichtung fixiert werden. Die obere Wand 20 der Ausnehmung 8 im Gebäudeteil 3 ist in Richtung auf die Gebäudestruktur 4 nach unten geneigt, wobei der Neigungswinkel der Wand 20 dem Neigungswinkel α der Auflagefläche 7 des Tragelementes 2 entspricht. Die Querplatte 6 am kurzen Schenkel 21 des Tragelementes 2 ist von einer Schraube 10 durchragt, deren Kopf an der vertikalen Begrenzung der Aussparung 8 anliegt und die in Eingriff mit einer an der Querplatte 6 angeschweißten Mutter 19 ist. Mittels der Schraube 10 ist der horizontale Abstand zwischen Tragelement 2 und Gebäudeteil 3 justierbar. Es kann vorteilhaft sein, die Stellschrauben 10 und 11 am Gebäudeteil 3 bzw. an der Gebäudestruktur 4 vorzusehen. In einer anderen Ausgestaltung kann vorgesehen sein, die Stellschraube 11 ebenfalls am kurzen Schenkel 21 des Tragelementes 2 vorzusehen, so daß die Stellschraube 11 an der Auflagefläche 7 wirkt.The short leg 21 of the support member 2 protrudes from the recess 16 via the building structure 4 in a recess 8 of an anchored to the building structure 4 building part 3. The building part 3 may for example be a facade panel, which may consist of different materials such as stone or concrete. However, other facade elements can be fixed with the device. The upper wall 20 of the recess 8 in the building part 3 is inclined downwards in the direction of the building structure 4, the angle of inclination of the wall 20 corresponding to the angle of inclination α of the support surface 7 of the support element 2. The transverse plate 6 on the short leg 21 of the support element 2 is penetrated by a screw 10, the head of the vertical boundary of the recess 8 is applied and which is in engagement with a welded to the transverse plate 6 nut 19. By means of the screw 10, the horizontal distance between the support element 2 and the building part 3 is adjustable. It may be advantageous to provide the adjusting screws 10 and 11 on the building part 3 or on the building structure 4. In another embodiment can be provided, the adjusting screw 11 also provided on the short leg 21 of the support member 2, so that the adjusting screw 11 acts on the support surface 7.

Die Befestigungsschraube 9 ist wie in Fig. 2 dargestellt zwischen den beiden Seitenteilen 5 am langen Schenkel 22 des Tragelementes 2 angeordnet. Unter dem Schraubenkopf der Schraube 9 ist eine Platte 23 angeordnet, über die die horizontale Befestigungskraft von der Gebäudestruktur 4 auf die beiden Schenkel 5 übertragen wird. Zwischen dem langen Schenkel 22 des Tragelementes 2 und der Gebäudestruktur 4 ist ein Spalt 24 ausgebildet. Der lange Schenkel 22 stützt sich an der an seinem unteren Ende angeordneten Querplatte 6 an der Gebäudestruktur 4 ab. Durch Verkippen des Tragelementes 2 mittels der Befestigungsschraube 9 kann der Winkel α eingestellt werden.The fastening screw 9 is as in Fig. 2 represented between the two side parts 5 on the long leg 22 of the support element 2 is arranged. Below the screw head of the screw 9, a plate 23 is arranged, via which the horizontal fastening force is transmitted from the building structure 4 to the two legs 5. Between the long leg 22 of the support element 2 and the building structure 4, a gap 24 is formed. The long leg 22 is supported on the arranged at its lower end transverse plate 6 on the building structure 4. By tilting the support element 2 by means of the fastening screw 9, the angle α can be adjusted.

In Fig. 3 ist eine weitere Ausführungsvariante der Vorrichtung 1 dargestellt. Für in der Beschreibung zu den Fig. 1 und 2 bereits beschriebene Bauteile sind gleiche Bezugszeichen verwendet. Die Querplatte 6 am kurzen Schenkel 21 des Tragelemerites 2 ist an der äußeren Längsseite des Schenkels 21 angeordnet, die nach unten in die Aussparung 16 in der Gebäudestruktur 4 ragt. Unterhalb der Querplatte 6 ist die Mutter 18 angeordnet, in die die Schraube 11 eingeschraubt ist. Die Mutter 18 stützt sich an der Querplatte 6 ab, so daß der vertikale Abstand zwischen Gebäudestruktur 4 und Tragelement 2 variiert werden kann. Die Mutter 18 kann an der Querplatte 6 angeschweißt sein, um ein Verdrehen gegenüber der Querplatte 6 zu vermeiden. In der Aussparung ist eine Verkleidung 14 angeordnet, die mit Streben 15 in der Gebäudestruktur verankert ist.In Fig. 3 a further embodiment of the device 1 is shown. For in the description of the Fig. 1 and 2 already described components are the same reference numerals used. The transverse plate 6 on the short leg 21 of the Tragelemerites 2 is disposed on the outer longitudinal side of the leg 21, which projects down into the recess 16 in the building structure 4. Below the transverse plate 6, the nut 18 is arranged, in which the screw 11 is screwed. The nut 18 is supported on the transverse plate 6, so that the vertical distance between the building structure 4 and support element 2 can be varied. The nut 18 may be welded to the transverse plate 6 in order to avoid twisting with respect to the transverse plate 6. In the recess, a panel 14 is arranged, which is anchored with struts 15 in the building structure.

Der lange Schenkel 22 ist auf der Gebäudestruktur 4 mit einer Befestigungsschraube 9 befestigt. Die Befestigungsschraube 9 ist in der Gebäudestruktur 4 in einer Fassung 26 eingeschraubt, die mit einer Strebe 27 in der Gebäudestruktur verankert ist. Die horizontale Stellschraube 10 ist in einer am langen Schenkel 22 des Tragelementes 2 angeordneten Fassung 29 eingeschraubt. Ihr Kopf liegt an der Wand der Ausnehmung 8, wodurch sich der Abstand zwischen Tragelement 2 und Gebäudeteil 3 in horizontaler Richtung justieren läßt. An der Oberseite des langen Schenkels 22 ist eine Endplatte 6 angeordnet, die die Auflagefläche 7 für das Gebäudeteil 3 bildet. Der lange Schenkel 22 ragt in eine am Gebäudeteil 3 ausgebildete Ausnehmung 8. Die Ausnehmung 8 ist wie die Aussparung 16 mit einer Verkleidung 12 versehen, die mit Streben 13 im Gebäudeteil verankert ist. An der Auflagefläche 7 ist zwischen Verkleidung 12 und dem Gebäudeteil 3 eine Verstärkung 25 angeordnet, die eine Verformung der Verkleidung 12 durch zu große Auflagekräfte verhindert.The long leg 22 is fastened to the building structure 4 with a fastening screw 9. The fastening screw 9 is screwed into the building structure 4 in a socket 26, which is anchored to a strut 27 in the building structure. The horizontal adjusting screw 10 is screwed into a socket 29 arranged on the long leg 22 of the support element 2. Your head is located on the wall of the recess 8, which allows the distance between the support member 2 and building part 3 to adjust in the horizontal direction. At the top of the long leg 22, an end plate 6 is arranged, which forms the support surface 7 for the building part 3. The long leg 22 protrudes into a recess formed on the building part 3 8. The recess 8 is like the recess 16 is provided with a lining 12 which is anchored with struts 13 in the building part. On the support surface 7, a reinforcement 25 is disposed between the panel 12 and the building part 3, which prevents deformation of the panel 12 by excessive bearing forces.

In den Fig. 4 bis 7 sind die Elemente der Vorrichtung 1 perspektivisch dargestellt. Auch hier sind für gleiche Bauteile gleiche Bezugszeichen wie den vorangegangenen Figuren verwendet. An der in den Fig. 4 und 7 dargestellten Verkleidung 12 ist die Strebe 13 angeordnet, mit der die Verkleidung 12 in einem Gebäudeteil 3 verankerbar ist. Unterhalb der Strebe 13 ist eine Verstärkung 25 angeordnet, die die Verkleidung an der Auflagefläche 7 verstärkt. An der Verkleidung 12 sind zwei Erhöhungen 28 angeordnet, die die Lage des unteren Abschnitts der Verkleidung 12 im Gebäudeteil formschlüssig festlegen. Insbesondere beim Eingießen der Verkleidung 12, beispielsweise in Beton, sind die Erhöhungen 28 zur Fixierung vorteilhaft.In the Fig. 4 to 7 the elements of the device 1 are shown in perspective. Again, the same reference numerals as the preceding figures are used for the same components. At the in the 4 and 7 Panel 12 shown, the strut 13 is arranged, with which the panel 12 is anchored in a building part 3. Below the strut 13 a reinforcement 25 is arranged, which reinforces the panel on the support surface 7. On the panel 12 two elevations 28 are arranged, which fix the position of the lower portion of the panel 12 in the building part form fit. In particular, when pouring the panel 12, for example in concrete, the elevations 28 are advantageous for fixing.

In den Fig. 5 und 6 ist ein Tragelement 2 dargestellt, an dem eine Verkleidung 14 angeordnet ist. Die Verkleidung 14 kann mittels der Streben 15 im Gebäudeteil verankert, insbesondere eingegossen werden. In Fig. 6 sind seitliche Verkleidungen 30 dargestellt, die an der Verkleidung 14 angeordnet sind, so daß eine Aussparung 16 vollständig ausgekleidet ist. Das Tragelement 2 kann mit der Befestigungsschraube 9 in einer Gebäudestruktur 4 fixiert werden. Dazu wird die Befestigungsschraube 9 in der Fassung 26 eingeschraubt, die mittels einer Strebe 27 in der Gebäudestruktur verankert ist, wobei die Strebe 27 insbesondere eingegossen ist. Die Fassung 29, in der die horizontale Stellschraube 10 eingeschraubt ist, ist an einem Seitenteil 5 seitlich angeschweißt. Anstelle der Fassung 29 kann auch eine quer zu den Seitenteilen 5 angeordnete Platte und eine hieran fixierte Mutter vorgesehen sein.In the FIGS. 5 and 6 a support element 2 is shown, on which a panel 14 is arranged. The panel 14 can be anchored by means of the struts 15 in the building part, in particular cast. In Fig. 6 Side panels 30 are shown, which are arranged on the panel 14, so that a recess 16 is completely lined. The support element 2 can be fixed with the fastening screw 9 in a building structure 4. For this purpose, the fastening screw 9 is screwed into the socket 26, which is anchored by means of a strut 27 in the building structure, wherein the strut 27 is cast in particular. The version 29, in which the horizontal screw 10 is screwed, is laterally welded to a side part 5. Instead of the version 29, a plate arranged transversely to the side parts 5 and a nut fixed thereto can also be provided.

Claims (10)

  1. Building structure with a prefabricated building component, in particular a façade panel anchored to the structure by means of a device, the said device comprising a bearing element (2) by which the building component (3) is supported, such that in the building structure (4) there is formed a recess (16) in which the bearing element (2) is positioned and from which it projects out beyond the building structure (4), and such that the device has means for adjusting the position of the building component (3) relative to the building structure (4) in the vertical direction, characterised in that the bearing element (2) consists of two at least approximately parallel-directed and essentially L-shaped sidepieces (5) which, in the area of their distal ends, are connected to one another by transverse plates (6) to form a closed frame, in particular by welding, and the bearing element (2) rests with one of its legs (22) against the building structure (4) and is attached thereto by means of a fixing bolt (9), the said fixing bolt (9) extending between the two sidepieces (5), and the relative vertical position between the bearing element (2) and the building structure (4) can be adjusted by means of a vertical adjusting screw-bolt (11) arranged on the bearing element (2), such that the bolt head of the vertical adjusting screw-bolt (11) is supported within the building structure on the bottom (17) of the recess (16).
  2. Building structure according to Claim 1, characterised in that the building component (3) rests on a supporting surface (7) of the bearing element (2), and the bearing element (2) projects into a cut-out (8) of the building component (3).
  3. Building structure according to Claims 1 or 2, characterised in that the recess (16) in the building structure (4) and/or the cut-out (8) in the building component (3) is/are lined, and the lining(s) (12, 14) in the cut-out (8) and/or recess (16) are anchored in the building component (3) or in the building structure (4), in particular by respective braces (13, 15).
  4. Device for anchoring prefabricated building components (3), in particular façade panels, to a building structure (4), such that the said device comprises a bearing element to support the building component (3), and such that the bearing element (2) is formed so that it can be arranged in a recess (16) of the building structure (4) and can project out of the said recess (16) beyond the building structure, and such that the device comprises means of adjusting the position of the building component (3) relative to the building structure (4) in the vertical direction, characterised in that the bearing element (2) consist of two at least approximately parallel-directed and essentially L-shaped sidepieces (5) which, in the area of their distal ends, are connected to one another by transverse plates (6) to form a closed frame, in particular by welding, and the bearing element (2) is formed so as to rest against the building structure (4) with one of its legs (22) and has a fixing bolt for fixing to the building structure (4), the said fixing bolt (9) extending between the two sidepieces (5), such that a vertical adjusting screw-bolt (11) for adjusting the relative vertical position between the bearing element (2) and the building structure (4) is arranged on the bearing element (2), the bolt head of this vertical adjusting screw-bolt (11) being designed to rest against the bottom (17) of the recess (16) in the building structure.
  5. Device according to Claim 4,
    characterised in that the legs (21, 22) of the bearing element (2) have different lengths and the long leg (22) is designed to be in contact with the building structure (4).
  6. Device according to Claims 4 or 5,
    characterised in that the bearing element (2) has a supporting surface (7) for the building component (3) and in particular the bearing element (2) projects into a cut-out (8) of the building component (3).
  7. Device according to Claim 6,
    characterised in that the supporting surface (7) of the bearing element (2) for the building component (3) is inclined, such that the said supporting surface (7) slopes downwards in the direction towards the building structure (4).
  8. Device according to any of Claims 4 to 7,
    characterised in that on the bearing element (2) is arranged a horizontal adjusting screw-bolt (10) to vary the horizontal distance between the bearing element (2) and the building component (3), whose bolt head is preferably designed to rest against the building component (3) inside the cut-out (8) of the building component (3).
  9. Device according to any of Claims 4 to 8,
    characterised in that on the bearing element (2) is arranged a vertical adjusting screw-bolt (11) to adjust the relative vertical position between the bearing element (2) and the building structure (4), and the bolt head of the said vertical adjusting screw-bolt (11) is designed to be supported on the bottom (17) of the recess (16) in the building structure.
  10. Device according to Claim 9,
    characterised in that the means for adjusting the position of the building component (3) are arranged in one of the transverse plates (6) of the bearing element (2).
EP01122279A 2001-09-18 2001-09-18 Device for anchoring prefabricated building components Expired - Lifetime EP1293621B1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AT01122279T ATE399912T1 (en) 2001-09-18 2001-09-18 DEVICE FOR ANCHORING PREFABRICATED BUILDING PARTS
EP01122279A EP1293621B1 (en) 2001-09-18 2001-09-18 Device for anchoring prefabricated building components
ES01122279T ES2309026T3 (en) 2001-09-18 2001-09-18 DEVICE FOR THE ANCHORAGE OF PREFABRICATED CONSTRUCTION ELEMENTS.
DE50114073T DE50114073D1 (en) 2001-09-18 2001-09-18 Device for anchoring prefabricated building parts

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP01122279A EP1293621B1 (en) 2001-09-18 2001-09-18 Device for anchoring prefabricated building components

Publications (2)

Publication Number Publication Date
EP1293621A1 EP1293621A1 (en) 2003-03-19
EP1293621B1 true EP1293621B1 (en) 2008-07-02

Family

ID=8178651

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01122279A Expired - Lifetime EP1293621B1 (en) 2001-09-18 2001-09-18 Device for anchoring prefabricated building components

Country Status (4)

Country Link
EP (1) EP1293621B1 (en)
AT (1) ATE399912T1 (en)
DE (1) DE50114073D1 (en)
ES (1) ES2309026T3 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3530694A1 (en) * 1985-08-28 1987-04-02 Siegfried Fricker DEVICE FOR ANCHORING PANELS
IT1236955B (en) * 1989-10-16 1993-05-07 Sergio Zambelli DRY SUPPORT AND ANCHORAGE DEVICE FOR PREFABRICATED ITEMS, IN PARTICULAR CONCRETE OR SIMILAR.
CH681316A5 (en) * 1991-01-25 1993-02-26 Vibramacc S A Facade supporting structure with adjustable arms - includes bracket with support for horizontal arm clamped by sloping bolts to rear of facade panels
DE9216236U1 (en) * 1992-04-11 1993-01-28 fischerwerke Artur Fischer GmbH & Co KG, 7244 Waldachtal Bracket for facade fastening

Also Published As

Publication number Publication date
DE50114073D1 (en) 2008-08-14
ATE399912T1 (en) 2008-07-15
EP1293621A1 (en) 2003-03-19
ES2309026T3 (en) 2008-12-16

Similar Documents

Publication Publication Date Title
EP0212228B1 (en) Device for anchoring slabs
EP0243642B1 (en) Mounting frame for sanitary fixtures
EP0688920A1 (en) Connection apparatus for a stairway handrail
EP1785546B1 (en) Anchor bracket for fixing a cladding onto a building wall
DE2626808A1 (en) DEVICE FOR FASTENING A PLATE PART TO A BASE PART
DE202004002331U1 (en) Installation system for doors and window in double-shell wall comprises fittings as brackets to support frame from below both sides plus fittings screwed to wall concrete and frame outsides for general securement.
EP1293621B1 (en) Device for anchoring prefabricated building components
EP3543423B1 (en) Supporting profile with a tipping element
DE69006308T2 (en) Supporting and anchoring device for prefabricated building parts, in particular made of concrete or the like.
DE3743701C2 (en)
DE3246725A1 (en) Suspension device for wall-covering panels and panel anchorages constructed using such suspension devices
DE19952594A1 (en) Reinforced concrete support for reinforced concrete ready-made part has part embedded in reinforced concrete support with front plate and at least one aperture, behind which support recess is provided
EP0799935B1 (en) Edge-shuttering
DE20003056U1 (en) Fastening device for plate-shaped facade elements
DE20319861U1 (en) Fastening device for flexible installation of fences or screen walls has rail rigidly connected to ground and in which are fitted holding elements for support posts, with adjusting elements for fastening of holding elements along rail
EP0493681B1 (en) Device for anchoring panels to a support
DE3842229A1 (en) ADJUSTABLE HEAD PANEL - INTERMEDIATE COMPONENT
DE3039421A1 (en) HANGING FITTING, ESPECIALLY FOR HANGING CABINETS
DE102015118360A1 (en) BRACKET FOR PLATE ELEMENTS OF BRUSHES, RAILINGS AND THE SAME
EP0666380B1 (en) Device for fixing balcony posts
DE19623985C1 (en) Hollow support for room-floor
DE4140802A1 (en) Double floor with square-section supporting tubes - has tubes mounted via height adjustable rings on supports.
DE29922481U1 (en) Device for the movable arrangement of a sliding door at a door opening
AT403651B (en) ON-BOARD RACK FOR SUPPORTING PANEL-SHAPED ELEMENTS
DE202023107061U1 (en) Height-adjustable heavy-duty angle system

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 CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

17P Request for examination filed

Effective date: 20031015

AKX Designation fees paid

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

17Q First examination report despatched

Effective date: 20050630

RIN1 Information on inventor provided before grant (corrected)

Inventor name: SCHEIDER, MARTIN, DIPL.-ING.

Inventor name: NUSINER, ENRICO, DR. ING.

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

Owner name: HALFEN GMBH

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 CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE 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

REF Corresponds to:

Ref document number: 50114073

Country of ref document: DE

Date of ref document: 20080814

Kind code of ref document: P

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: GR

Ref legal event code: EP

Ref document number: 20080402458

Country of ref document: GR

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2309026

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: 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: 20081202

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: 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: 20080702

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

Effective date: 20080702

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: 20080702

Ref country code: MC

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

Effective date: 20080930

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20090403

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: 20080918

Ref country code: LI

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

Effective date: 20080930

Ref country code: CH

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

Effective date: 20080930

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

Ref country code: SE

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

Effective date: 20081002

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: 20080702

Ref country code: LU

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

Effective date: 20080918

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: 20080702

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

Ref country code: DE

Payment date: 20140922

Year of fee payment: 14

Ref country code: GR

Payment date: 20140919

Year of fee payment: 14

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

Ref country code: FR

Payment date: 20140919

Year of fee payment: 14

Ref country code: GB

Payment date: 20140919

Year of fee payment: 14

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

Ref country code: NL

Payment date: 20140918

Year of fee payment: 14

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

Ref country code: BE

Payment date: 20140919

Year of fee payment: 14

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 50114073

Country of ref document: DE

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

Effective date: 20150918

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20151001

REG Reference to a national code

Ref country code: GR

Ref legal event code: ML

Ref document number: 20080402458

Country of ref document: GR

Effective date: 20160405

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20160531

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: 20150918

Ref country code: GR

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

Effective date: 20160405

Ref country code: DE

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

Effective date: 20160401

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: 20150930

Ref country code: NL

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

Effective date: 20151001

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: 20150930

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

Ref country code: IT

Payment date: 20180925

Year of fee payment: 18

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

Ref country code: ES

Payment date: 20181022

Year of fee payment: 18

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: 20190918

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20210128

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: 20190919