EP1867803A2 - Support structure for a railing comprising a filler element in the form of a plate, in particular a glass plate - Google Patents

Support structure for a railing comprising a filler element in the form of a plate, in particular a glass plate Download PDF

Info

Publication number
EP1867803A2
EP1867803A2 EP07010014A EP07010014A EP1867803A2 EP 1867803 A2 EP1867803 A2 EP 1867803A2 EP 07010014 A EP07010014 A EP 07010014A EP 07010014 A EP07010014 A EP 07010014A EP 1867803 A2 EP1867803 A2 EP 1867803A2
Authority
EP
European Patent Office
Prior art keywords
shaped
support body
tab
supporting body
profile section
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP07010014A
Other languages
German (de)
French (fr)
Other versions
EP1867803A3 (en
EP1867803B1 (en
Inventor
Uwe Arnold
Michael Grim
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.)
Arnold AG
Original Assignee
Arnold AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Arnold AG filed Critical Arnold AG
Publication of EP1867803A2 publication Critical patent/EP1867803A2/en
Publication of EP1867803A3 publication Critical patent/EP1867803A3/en
Application granted granted Critical
Publication of EP1867803B1 publication Critical patent/EP1867803B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/18Balustrades; Handrails
    • E04F11/181Balustrades
    • E04F11/1812Details of anchoring to the wall or floor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/18Balustrades; Handrails
    • E04F11/181Balustrades
    • E04F11/1851Filling panels, e.g. concrete, sheet metal panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/18Balustrades; Handrails
    • E04F11/181Balustrades
    • E04F11/1851Filling panels, e.g. concrete, sheet metal panels
    • E04F11/1853Glass panels

Definitions

  • the invention relates to a supporting body for a railing with a disc-shaped filling, in particular of glass, according to the preamble of claim 1.
  • Such support bodies are provided to clamp a lower edge portion of the disc-shaped filling in a cavity open on one side of a support body, which is bounded laterally by two parallel spaced in space, upright fixed webs.
  • the filling of the clamped railing is fastened in the floor area of a building, for which purpose the support body is first to be mounted on the building.
  • a handrail is attached at the top of the filling.
  • Such a known supporting body is formed as a floor rail with upstanding webs, which are firmly connected to each other via a spacer arranged between them (EP 1 277 894 A1 ).
  • a structural part of the support body may be provided with a base plate which is laterally welded at right angles to one of the two upstanding webs. From webs of the support body, flat grooves may be formed on top of each other on facing sides, which receive sections of flat cladding elements.
  • the disc-shaped filling can be clamped by means of a pair of wedge-shaped bodies with adjoining, adjustable bevels be arranged between the inside of at least one of the two upstanding webs and the disc-shaped filling.
  • a support strip may be placed on the spacer on which the disk-shaped filling is supported. Subsequently, the lower edge region of the disk-shaped filling can be cast in the support body.
  • the disc-shaped filling can indeed be accurately aligned and held without disturbing exposure of the attachment in the ground area, but the welded construction of welded in particular by plug welding upright webs, which consist of steel, consuming in the production. Furthermore, the heavy weight of the steel structure can interfere.
  • the entire support body is in each case adapted to the intended use on the building.
  • the present invention is therefore an object of the invention to provide a supporting body for a railing with disc-shaped filling of the type mentioned, which avoids the disadvantages of the known welded construction of steel parts, so it can be easily formed and less time-consuming, easier to manufacture and to the particular application can be adjusted more freely.
  • the support body as an extruded profile with the two parallel fixed webs and this holding at a distance distance section in one piece, in particular aluminum, pulled. It can be easily separated from larger extruded profile lengths according to the particular installation length required.
  • the extruded profile is lightweight, especially when made of aluminum, so that it is easy to install can be handled and the structure is not significantly burdened.
  • the embossed by the extruded appearance of the support body is also aesthetically pleasing.
  • One of the extruded profile laterally of one of the two edgewise fixed webs integrally formed approximately C-shaped, outwardly open section can accommodate a vertical standing tab for mounting the support body to a structural part, which can be inserted into an open end of the extruded profile and with the Building part can be connected through a lateral opening in the C-shaped profile section therethrough.
  • a vertical standing tab for mounting the support body to a structural part, which can be inserted into an open end of the extruded profile and with the Building part can be connected through a lateral opening in the C-shaped profile section therethrough.
  • the extruded profile at the bottom i. under the one-sided open cavity or the spacer portion formed a laterally closed, in particular box-shaped hollow profile section.
  • This laterally closed, in particular box-shaped hollow profile section forms a slight effective stiffening of the extruded profile without much additional manufacturing effort.
  • the support body is in arrangement of the laterally closed, in particular box-shaped hollow profile section adjacent to a lower part of the C-shaped profile section, wherein aesthetically particularly appealing an underside of the box-shaped hollow profile section can pass smoothly into an underside of the C-shaped profile section.
  • the drawn extruded profile can according to claim 3 from the upstanding webs of the support body formed on the top inside flat grooves , which can receive portions of flat cladding elements that cover the adjacent to the built-in support body environment.
  • the support body is particularly advantageous supplemented according to claim 4 with an inserted in the C-shaped profile section upright tab, which has for attachment to the structural part of her laterally projecting foot plate, which extends through a lateral opening of the C-shaped profile section. It is thus possible to insert the tab with the base plate on an open end side of the extruded profile in the C-shaped profile section in order then to attach the protruding from the support base plate to the building part. It may instead be easy to install, first to mount the base plate with the suitably dimensioned tab on the building part in order then to postpone the C-shaped profile section of the extruded profile of the support body on the upright fixed tab and after fixing the upstanding tab in the C shaped profile section to clamp the filling of the railing.
  • the horizontal base plate can be welded without problems with the upright tab before their connection to the C-shaped profile section.
  • the upstanding tab can be secured in the C-shaped profile section in particular by screwing with the C-shaped profile section ,
  • the upright bracket and possibly the base plate are made of steel and thus suitable to absorb large forces and moments at their junction with the base plate practically free of deformation and dissipate in the C-shaped profile section of the support body.
  • 1 denotes a supporting body of a railing, not shown, and a disc-shaped filling, which can carry a handrail at the top.
  • the support body is provided and dimensioned so that it can accommodate a lower edge portion of the disc-shaped filling.
  • the support body drawn in one piece as an extruded aluminum profile has two upright standing parallel webs 2, 3 and a lower spacer section 4 between the webs, which are arranged in a U-shape, including the spacer section 4 are.
  • the non-illustrated lower edge portion of a disc-shaped filling is held between the webs 2, 3, for which purpose preferably a pair of wedge-shaped body not shown serving with adjoining adjustable bevels, which are inserted on one side of the lower edge portion of the filling between this and one of the two webs , In this case, the lower edge portion of the filling can rest on the spacer portion 4 and be supported by this.
  • the extruded profile has a box-shaped hollow profile section 5, the side walls preferably in the webs 2, 3 pass.
  • the box-shaped hollow profile section 5 is suitable, above all, to absorb the forces and moments of the railing, that is to say the filling and the possibly loaded handrail, without disturbing distortion of the support body in order to derive it into an adjacent structural part, which in FIG is indicated in part.
  • the structural part here consists essentially of concrete and includes an on-site vertical steel plate. 7
  • an approximately C-shaped profile section 8 which forms an upper groove 9 and a lower groove 10 and laterally open at an opening 11.
  • the C-shaped profile section 8 goes down into a bottom of the box-shaped hollow profile section 5 and thus is located at the bottom next to the box-shaped hollow profile section, beyond which it projects upwards.
  • the extruded profile is suitable to divert forces and moments that are introduced by an inserted into the C-shaped profile section 8 upstanding tab 12 in the box-shaped hollow profile section 5, without significantly burdening the web 3 and bend.
  • the upstanding tab 12 in the C-shaped profile section 8 allows prior to fixing a relative adjustability between her or the base plate and the C-shaped profile section 8 and in the fixed state, a defined force and moment transfer between the building part and the support body.
  • the base plate 13 can, as shown in Figure 2 are screwed onto the building part 6, so that the support body 1 is maintained at a distance from the on-site vertical steel plate 7.
  • the tab can be screwed by means of four screws with the C-shaped profile section 8. Three of the screws 14, 15, 16 can be seen in Figures 2 and 3.
  • a screed plate 17 may serve, see Figure 1. Further, not shown in the drawing flat trim elements or sheets may optionally be suspended in the shallow grooves 18, 19, the top inside are formed from the webs 2, 3. The additional trim elements are intended primarily for aesthetic reasons.
  • the support body 1 After mounting of the support body 1 to the building part, which can be done freely with the insertable into the C-shaped profile section tab 12 can be in the open-topped cavity 20 of the support body, which is bounded by the two webs 2, 3 and the spacer section 4 and the can record a non-illustrated elastic support strip, use the disc-shaped filling and set or clamp with the wedge-shaped bodies, not shown. Subsequently, the lower edge region of the filling can be potted with potting compound. The handrail can be mounted on the clamped filling so that the finished railing fulfills its intended function.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Building Environments (AREA)

Abstract

A balcony has an upright safety barrier consisting of a metal frame (1) around a safety glass panel. The glass panel rests in an upright C-shaped extruded profile with an open part (2, 3) and a box part (5). The extruded profile further has a C-shaped open side profile (8) for a slide-fit tab (12) on an attachment plate (13) with an upright plate (7). Together the side plate and attachment plate form the support for the safety barrier.

Description

Die Erfindung betrifft einen Tragkörper für ein Geländer mit einer scheibenförmigen Füllung, insbesondere aus Glas, nach dem Oberbegriff des Anspruchs 1.The invention relates to a supporting body for a railing with a disc-shaped filling, in particular of glass, according to the preamble of claim 1.

Derartige Tragkörper sind vorgesehen, um einen unteren Randabschnitt der scheibenförmigen Füllung in einem einseitig offenen Hohlraum eines Tragkörpers einzuspannen, der seitlich von zwei im lichten Abstand zueinander parallelen, hochkant feststehenden Stegen begrenzt ist. Mittels des Tragkörpers wird die Füllung des eingespannten Geländers in dem Bodenbereich eines Bauwerks befestigt, wozu zunächst der Tragkörper an dem Bauwerk zu montieren ist. An dem oberen Bereich der Füllung wird ein Handlauf angebracht.Such support bodies are provided to clamp a lower edge portion of the disc-shaped filling in a cavity open on one side of a support body, which is bounded laterally by two parallel spaced in space, upright fixed webs. By means of the support body, the filling of the clamped railing is fastened in the floor area of a building, for which purpose the support body is first to be mounted on the building. At the top of the filling a handrail is attached.

Ein derartiger bekannter Tragkörper ist als Bodenschiene mit hochkant stehenden Stegen ausgebildet, die über ein unten zwischen ihnen angeordnetes Distanzstück fest miteinander verbunden sind ( EP 1 277 894 A1 ). Zur Anbringung an einem Bauwerksteil kann der Tragkörper mit einer Fußplatte versehen sein, die seitlich rechtwinklig mit einem der beiden hochkant stehenden Stege verschweißt ist. Aus Stegen des Tragkörpers können oben auf einander zugewandten Seiten flache Nuten ausgeformt sein, die Abschnitte von flachen Verkleidungselementen aufnehmen. In einem solchen Tragkörper kann die scheibenförmige Füllung mittels eines Paars keilförmiger Körper mit aneinander liegenden, einstellbaren Schrägen eingespannt werden, die zwischen der Innenseite wenigstens eines der beiden hochkant stehenden Stege und der scheibenförmigen Füllung angeordnet sind. In dem durch die Stege und das Distanzstück auf drei Seiten umgrenzten Hohlraum kann ein Auflagestreifen auf das Distanzstück eingelegt sein, auf dem sich die scheibenförmige Füllung abstützt. Anschließend kann der untere Randbereich der scheibenförmigen Füllung in dem Tragkörper vergossen werden. Somit kann die scheibenförmige Füllung zwar ohne störende Exponierung der Anbringung im Bodenbereich exakt ausgerichtet und gehalten werden, jedoch ist die Schweißkonstruktion der insbesondere durch Lochschweißung verschweißten hochkant stehenden Stege, die aus Stahl bestehen, in der Herstellung aufwendig. Weiterhin kann das hohe Gewicht der Stahlkonstruktion stören. Der gesamte Tragkörper ist jeweils an den beabsichtigten Einsatzzweck an dem Bauwerk anzupassen.Such a known supporting body is formed as a floor rail with upstanding webs, which are firmly connected to each other via a spacer arranged between them ( EP 1 277 894 A1 ). For attachment to a structural part of the support body may be provided with a base plate which is laterally welded at right angles to one of the two upstanding webs. From webs of the support body, flat grooves may be formed on top of each other on facing sides, which receive sections of flat cladding elements. In such a support body, the disc-shaped filling can be clamped by means of a pair of wedge-shaped bodies with adjoining, adjustable bevels be arranged between the inside of at least one of the two upstanding webs and the disc-shaped filling. In the space bounded by the webs and the spacer on three sides cavity, a support strip may be placed on the spacer on which the disk-shaped filling is supported. Subsequently, the lower edge region of the disk-shaped filling can be cast in the support body. Thus, the disc-shaped filling can indeed be accurately aligned and held without disturbing exposure of the attachment in the ground area, but the welded construction of welded in particular by plug welding upright webs, which consist of steel, consuming in the production. Furthermore, the heavy weight of the steel structure can interfere. The entire support body is in each case adapted to the intended use on the building.

Der vorliegenden Erfindung liegt daher die Aufgabe zugrunde, einen Tragkörper für ein Geländer mit scheibenförmiger Füllung der eingangs genannten Gattung zu schaffen, welches die Nachteile der bekannten Schweißkonstruktion aus Stahlteilen vermeidet, also leicht ausgebildet werden kann und weniger zeitaufwendig, einfacher hergestellt und an den jeweiligen Einsatzzweck freizügiger angepasst werden kann.The present invention is therefore an object of the invention to provide a supporting body for a railing with disc-shaped filling of the type mentioned, which avoids the disadvantages of the known welded construction of steel parts, so it can be easily formed and less time-consuming, easier to manufacture and to the particular application can be adjusted more freely.

Diese Aufgabe wird durch die Ausbildung des Tragkörpers mit den in Anspruch 1 angegebenen Merkmalen gelöst.This object is achieved by the formation of the support body having the features specified in claim 1.

Somit wird der Tragkörper als ein Strangpressprofil mit den beiden parallelen feststehenden Stegen und dem diese auf Abstand haltenden Distanzabschnitt einstückig, insbesondere aus Aluminium, gezogen. Er kann aus größeren Strangpressprofillängen einfach entsprechend der jeweils gewünschten Einbaulänge abgetrennt werden. Das Strangpressprofil ist, insbesondere wenn es aus Aluminium besteht, leicht, so dass es bei der Montage einfach gehandhabt werden kann und das Bauwerk nicht nennenswert belastet. Das durch das Strangpressprofil geprägte Erscheinungsbild des Tragkörpers ist auch ästhetisch ansprechend.Thus, the support body as an extruded profile with the two parallel fixed webs and this holding at a distance distance section in one piece, in particular aluminum, pulled. It can be easily separated from larger extruded profile lengths according to the particular installation length required. The extruded profile is lightweight, especially when made of aluminum, so that it is easy to install can be handled and the structure is not significantly burdened. The embossed by the extruded appearance of the support body is also aesthetically pleasing.

Ein aus dem Strangpressprofil seitlich eines der beiden hochkant feststehenden Stege einstückig ausgeformter annähernd C-förmiger, nach außen offener Abschnitt kann zur Montage des Tragkörpers an einem Bauwerksteil eine hochkant stehende Lasche aufnehmen, die in eine offene Stirnseite des Strangpressprofils eingeschoben werden kann und die mit dem Bauwerksteil durch eine seitliche Öffnung in dem C-förmigen Profilabschnitt hindurch verbunden werden kann. Für verschiedene Einbauanforderungen kann es ausreichen, die in den C-förmigen Profilabschnitt einführbare Lasche anzupassen.One of the extruded profile laterally of one of the two edgewise fixed webs integrally formed approximately C-shaped, outwardly open section can accommodate a vertical standing tab for mounting the support body to a structural part, which can be inserted into an open end of the extruded profile and with the Building part can be connected through a lateral opening in the C-shaped profile section therethrough. For various installation requirements, it may be sufficient to adapt the insertable into the C-shaped profile section tab.

Besonders vorteilhaft ist an dem Strangpressprofil unten, d.h. unter dem einseitig offenen Hohlraum bzw. dem Distanzabschnitt ein seitlich geschlossener, insbesondere kastenförmiger hohler Profilabschnitt ausgeformt. Dieser seitlich geschlossene, insbesondere kastenförmige hohle Profilabschnitt bildet eine leichte wirkungsvolle Versteifung des Strangpressprofils ohne großen zusätzlichen Herstellungsaufwand.Particularly advantageous is the extruded profile at the bottom, i. under the one-sided open cavity or the spacer portion formed a laterally closed, in particular box-shaped hollow profile section. This laterally closed, in particular box-shaped hollow profile section forms a slight effective stiffening of the extruded profile without much additional manufacturing effort.

Besonders formstabil ist der Tragkörper bei Anordnung des seitlich geschlossenen, insbesondere kastenförmigen hohlen Profilabschnitts neben einem unteren Teil des C-förmigen Profilabschnitts, wobei ästhetisch besonders ansprechend eine Unterseite des kastenförmigen hohlen Profilabschnitts stufenlos in eine Unterseite des C-förmigen Profilabschnitts übergehen kann.Particularly dimensionally stable, the support body is in arrangement of the laterally closed, in particular box-shaped hollow profile section adjacent to a lower part of the C-shaped profile section, wherein aesthetically particularly appealing an underside of the box-shaped hollow profile section can pass smoothly into an underside of the C-shaped profile section.

Das gezogene Strangpressprofil kann nach Anspruch 3 aus den hochkant stehenden Stegen des Tragkörpers oben innen ausgeformte flache Nuten aufweisen, die Abschnitte von flachen Verkleidungselementen aufnehmen können, welche die an den eingebauten Tragkörper angrenzende Umgebung abdecken.The drawn extruded profile can according to claim 3 from the upstanding webs of the support body formed on the top inside flat grooves , which can receive portions of flat cladding elements that cover the adjacent to the built-in support body environment.

Der Tragkörper wird besonders vorteilhaft nach Anspruch 4 mit einer in dessen C-förmigen Profilabschnitt eingeschobenen hochkant stehenden Lasche ergänzt, die zur Befestigung an dem Bauwerksteil eine von ihr seitlich abstehende Fußplatte aufweist, die durch eine seitliche Öffnung des C-förmigen Profilabschnitts hindurchreicht. Es ist somit möglich, die Lasche mit der Fußplatte auf einer offenen Stirnseite des Strangpressprofils in den C-förmigen Profilabschnitt einzuschieben, um anschließend die von dem Tragkörper abstehende Fußplatte an dem Bauwerksteil anzubringen. Es kann statt dessen montagegünstig sein, zunächst die Fußplatte mit der geeignet dimensionierten Lasche an dem Bauwerksteil zu montieren, um anschließend den C-förmigen Profilabschnitt des Strangpressprofils des Tragkörpers auf die hochkant fest stehende Lasche aufzuschieben und nach Fixierung der hochkant stehenden Lasche in dem C-förmigen Profilabschnitt die Füllung des Geländers einzuspannen.The support body is particularly advantageous supplemented according to claim 4 with an inserted in the C-shaped profile section upright tab, which has for attachment to the structural part of her laterally projecting foot plate, which extends through a lateral opening of the C-shaped profile section. It is thus possible to insert the tab with the base plate on an open end side of the extruded profile in the C-shaped profile section in order then to attach the protruding from the support base plate to the building part. It may instead be easy to install, first to mount the base plate with the suitably dimensioned tab on the building part in order then to postpone the C-shaped profile section of the extruded profile of the support body on the upright fixed tab and after fixing the upstanding tab in the C shaped profile section to clamp the filling of the railing.

Die horizontale Fußplatte kann mit der hochkant stehenden Lasche vor ihrer Verbindung mit dem C-förmigen Profilabschnitt unproblematisch verschweißt werden.The horizontal base plate can be welded without problems with the upright tab before their connection to the C-shaped profile section.

Nach Einschieben der Lasche mit der Fußplatte in das C-förmige Profilteil oder umgekehrt Aufschieben des C-förmigen Profilteils auf die Lasche mit der montierten Fußplatte kann die hochkant stehende Lasche in dem C-förmigen Profilabschnitt insbesondere durch Verschraubung mit dem C-förmigen Profilabschnitt gesichert werden.After inserting the tab with the base plate in the C-shaped profile part or vice versa pushing the C-shaped profile part on the tab with the mounted base plate, the upstanding tab can be secured in the C-shaped profile section in particular by screwing with the C-shaped profile section ,

Vorteilhaft sind die hochkant stehende Lasche und gegebenenfalls die Fußplatte aus Stahl gefertigt und somit geeignet, große Kräfte und Momente an ihrer Verbindungsstelle mit der Fußplatte praktisch verformungsfrei aufzunehmen und in den C-förmigen Profilabschnitt des Tragkörpers abzuleiten.Advantageously, the upright bracket and possibly the base plate are made of steel and thus suitable to absorb large forces and moments at their junction with the base plate practically free of deformation and dissipate in the C-shaped profile section of the support body.

Ein Ausführungsbeispiel der Erfindung wird im folgenden anhand einer Zeichnung mit vier Figuren erläutert. Es zeigen:

Figur 1
einen Tragkörper mit eingeschobener hochkant stehender Lasche, von der eine Fußplatte absteht, in einem weitgehend montierten Zustand in schaubildlicher Darstellung,
Figur 2
den Tragkörper mit hochkant stehender Lasche und Fußplatte in weitgehend eingebautem Zustand nach Figur 1 in einem Querschnitt,
Figur 3
eine Seitenansicht auf den Tragkörper mit Lasche und Fußplatte gemäß Figur 2 und
Figur 4
einen Querschnitt durch das Strangpressprofil des Tragkörpers in natürlicher Größe.
An embodiment of the invention will be explained below with reference to a drawing with four figures. Show it:
FIG. 1
a support body with inserted upright tab, from which protrudes a foot plate, in a largely assembled state in perspective view,
FIG. 2
the support body with upright standing tab and base plate in a largely installed state of Figure 1 in a cross section,
FIG. 3
a side view of the support body with tab and base plate according to Figure 2 and
FIG. 4
a cross section through the extruded profile of the supporting body in natural size.

In der Zeichnung ist mit 1 ein Tragkörper eines nicht dargestellten Geländers und einer scheibenförmigen Füllung bezeichnet, die oben einen Handlauf tragen kann. Der Tragkörper ist dazu vorgesehen und so dimensioniert, dass er einen unteren Randabschnitt der scheibenförmigen Füllung aufnehmen kann.In the drawing, 1 denotes a supporting body of a railing, not shown, and a disc-shaped filling, which can carry a handrail at the top. The support body is provided and dimensioned so that it can accommodate a lower edge portion of the disc-shaped filling.

Hierzu weist der einstückig als Strangpressprofil aus Aluminium gezogene Tragkörper zwei im festen lichten Abstand zueinander parallele, hochkant stehende Stege 2, 3 sowie einen unteren Distanzabschnitt 4 zwischen den Stegen auf, die unter Einschluss des Distanzabschnitts 4 U-förmig angeordnet sind. Der nicht dargestellte untere Randabschnitt einer scheibenförmigen Füllung wird zwischen den Stegen 2, 3 gehalten, wozu vorzugsweise ein nicht dargestelltes Paar keilförmiger Körper mit aneinander liegenden einstellbaren Schrägen dient, die auf einer Seite des unteren Randabschnitts der Füllung zwischen diese und einem der beiden Stege eingesetzt sind. Dabei kann der untere Randabschnitt der Füllung auf dem Distanzabschnitt 4 aufliegen und von diesem getragen werden.For this purpose, the support body drawn in one piece as an extruded aluminum profile has two upright standing parallel webs 2, 3 and a lower spacer section 4 between the webs, which are arranged in a U-shape, including the spacer section 4 are. The non-illustrated lower edge portion of a disc-shaped filling is held between the webs 2, 3, for which purpose preferably a pair of wedge-shaped body not shown serving with adjoining adjustable bevels, which are inserted on one side of the lower edge portion of the filling between this and one of the two webs , In this case, the lower edge portion of the filling can rest on the spacer portion 4 and be supported by this.

Unterhalb der Stege 2, 3 und des Distanzabschnitts 4 bzw. des einseitig offenen Hohlraums des Tragkörpers weist das Strangpressprofil einen kastenförmigen hohlen Profilabschnitt 5 auf, dessen Seitenwände bevorzugt in die Stege 2, 3 übergehen. Der kastenförmige hohle Profilabschnitt 5 ist geeignet, vor allem die Kräfte und Momente des Geländers, also der Füllung und des unter Umständen belasteten Handlaufs, ohne störende Verwindung des Tragkörpers aufzunehmen, um diese in ein benachbartes Bauwerksteil abzuleiten, welches in Figur 2 bei der Position 6 ausschnittsweise angedeutet ist. Das Bauwerksteil besteht hier im wesentlichen aus Beton und umfasst eine bauseitige vertikale Stahlplatte 7.Below the webs 2, 3 and the spacer portion 4 and the one-sided open cavity of the support body, the extruded profile has a box-shaped hollow profile section 5, the side walls preferably in the webs 2, 3 pass. The box-shaped hollow profile section 5 is suitable, above all, to absorb the forces and moments of the railing, that is to say the filling and the possibly loaded handrail, without disturbing distortion of the support body in order to derive it into an adjacent structural part, which in FIG is indicated in part. The structural part here consists essentially of concrete and includes an on-site vertical steel plate. 7

Zur mittelbaren Verbindung mit dem Bauwerksteil ist weiterhin aus dem Strangpressprofil des Tragkörpers einstückig ein annähernd C-förmiger Profilabschnitt 8 ausgeformt, der eine obere Nut 9 und eine untere Nut 10 bildet und seitlich an einer Öffnung 11 offen ist. Der C-förmige Profilabschnitt 8 geht unten in einen Boden des kastenförmigen hohlen Profilabschnitts 5 über und befindet sich somit unten neben dem kastenförmigen hohlen Profilabschnitt, über den er nach oben hinausragt. Damit ist das Strangpressprofil geeignet, Kräfte und Momente, die durch eine in dem C-förmigen Profilabschnitt 8 eingeschobene hochkant stehende Lasche 12 eingeleitet werden, in den kastenförmigen hohlen Profilabschnitt 5 abzuleiten, ohne den Steg 3 erheblich zu belasten und zu verbiegen.For indirect connection with the structural part is further integrally formed from the extruded profile of the support body, an approximately C-shaped profile section 8, which forms an upper groove 9 and a lower groove 10 and laterally open at an opening 11. The C-shaped profile section 8 goes down into a bottom of the box-shaped hollow profile section 5 and thus is located at the bottom next to the box-shaped hollow profile section, beyond which it projects upwards. Thus, the extruded profile is suitable to divert forces and moments that are introduced by an inserted into the C-shaped profile section 8 upstanding tab 12 in the box-shaped hollow profile section 5, without significantly burdening the web 3 and bend.

Zur Montage des Tragkörpers 1 an dem Bauwerksteil 6 dient die in den C-förmigen Profilabschnitt 8 eingeschobene hochkant stehende Lasche 12, siehe insbesondere Figur 2, an die seitlich im Bereich der Öffnung 11 des C-förmigen Profilabschnitts 8 eine horizontale Fußplatte 13 angeschweißt ist.For mounting the support body 1 to the building part 6 is inserted into the C-shaped profile section 8 upright tab 12, see in particular Figure 2, to the side in the region of the opening 11 of the C-shaped profile section 8, a horizontal base plate 13 is welded.

Die hochkant stehende Lasche 12 in dem C-förmigen Profilabschnitt 8 ermöglicht vor deren Fixierung eine relative Verstellbarkeit zwischen ihr bzw. der Fußplatte und dem C-förmigen Profilabschnitt 8 und im fixierten Zustand eine definierte Kraft- und Momentübertragung zwischen dem Bauwerksteil und dem Tragkörper.The upstanding tab 12 in the C-shaped profile section 8 allows prior to fixing a relative adjustability between her or the base plate and the C-shaped profile section 8 and in the fixed state, a defined force and moment transfer between the building part and the support body.

Die Fußplatte 13 kann, wie in Figur 2 dargestellt auf das Bauwerksteil 6 aufgeschraubt werden, so dass der Tragkörper 1 im Abstand zu der bauseitigen vertikalen Stahlplatte 7 erhalten wird. Um den Tragkörper gegenüber der Fußplatte 13 bzw. der Lasche 12 zu fixieren, kann die Lasche mittels vier Schrauben mit dem C-förmigen Profilabschnitt 8 verschraubt werden. Drei der Schrauben 14, 15, 16 sind in den Figuren 2 und 3 erkennbar.The base plate 13 can, as shown in Figure 2 are screwed onto the building part 6, so that the support body 1 is maintained at a distance from the on-site vertical steel plate 7. In order to fix the support body relative to the base plate 13 or the tab 12, the tab can be screwed by means of four screws with the C-shaped profile section 8. Three of the screws 14, 15, 16 can be seen in Figures 2 and 3.

Zur partiellen Abdeckung der seitlichen Öffnung 11 des C-förmigen Profilabschnitts kann ein Estrichblech 17 dienen, siehe Figur 1. Weitere, in der Zeichnung nicht dargestellte flache Verkleidungselemente bzw. -bleche können optional in die flachen Nuten 18, 19 eingehängt werden, die oben innen aus den Stegen 2, 3 ausgeformt sind. Die zusätzlichen Verkleidungselemente sind hauptsächlich aus ästhetischen Gründen vorgesehen.For partial coverage of the lateral opening 11 of the C-shaped profile section, a screed plate 17 may serve, see Figure 1. Further, not shown in the drawing flat trim elements or sheets may optionally be suspended in the shallow grooves 18, 19, the top inside are formed from the webs 2, 3. The additional trim elements are intended primarily for aesthetic reasons.

Nach Montage des Tragkörpers 1 an dem Bauwerksteil, die mit der in den C-förmigen Profilabschnitt einschiebbaren Lasche 12 freizügig erfolgen kann, lässt sich in den oben offenen Hohlraum 20 des Tragkörpers, der von den beiden Stegen 2, 3 und dem Distanzabschnitt 4 begrenzt ist und der einen nicht dargestellten elastischen Auflagestreifen aufnehmen kann, die scheibenförmige Füllung einsetzen und mit den nicht dargestellten keilförmigen Körpern festlegen bzw. einspannen. Anschließend kann der untere Randbereich der Füllung mit Vergussmasse vergossen werden. Der Handlauf kann auf die eingespannte Füllung montiert werden, damit das damit fertiggestellte Geländer seine vorgesehene Gebrauchsfunktion erfüllt.After mounting of the support body 1 to the building part, which can be done freely with the insertable into the C-shaped profile section tab 12 can be in the open-topped cavity 20 of the support body, which is bounded by the two webs 2, 3 and the spacer section 4 and the can record a non-illustrated elastic support strip, use the disc-shaped filling and set or clamp with the wedge-shaped bodies, not shown. Subsequently, the lower edge region of the filling can be potted with potting compound. The handrail can be mounted on the clamped filling so that the finished railing fulfills its intended function.

BezugszahlenlisteLIST OF REFERENCE NUMBERS

11
Tragkörpersupporting body
22
Stegweb
33
Stegweb
44
DistanzabschnittDistance section
55
kastenförmiger hohler Profilabschnittbox-shaped hollow profile section
66
Bauwerksteilbuilding component
77
bauseitige vertikale Stahlplatteon-site vertical steel plate
88th
C-förmiger ProfilabschnittC-shaped profile section
99
Nutgroove
1010
Nutgroove
1111
Öffnungopening
1212
Lascheflap
1313
Fußplattefootplate
1414
Schraubescrew
1515
Schraubescrew
1616
Schraubescrew
1717
Estrichblechscreed plate
1818
flache Nutshallow groove
1919
flache Nutshallow groove
2020
Hohlraumcavity

Claims (8)

Tragkörper für ein Geländer mit einer scheibenförmigen Füllung, insbesondere aus Glas, deren unterer Randabschnitt in einem einseitig offenen Hohlraum (20) in dem Tragkörper (1) einspannbar ist, wobei der Hohlraum (20) seitlich von zwei im lichten Abstand zueinander parallelen hochkant feststehenden Stegen (2, 3) und unten von einem Distanzelement begrenzt ist,
dadurch gekennzeichnet,
dass der Tragkörper (1) ein Strangpressprofil ist, aus dem die beiden parallelen feststehenden Stege (2, 3) und zwischen diesen ein Distanzabschnitt (4) als Distanzelement einstückig ausgeformt sind, und
dass aus dem Strangpressprofil seitlich eines der hochkant feststehenden Stege (2, 3) ein annähernd C-förmiger, nach außen offener Profilabschnitt (8) ausgeformt ist, der geeignet ist, wenigstens eine hochkant stehende Lasche (12) aufzunehmen, die mit einem Bauwerksteil (6) verbindbar ist.
Supporting body for a railing with a disk-shaped filling, in particular made of glass, the lower edge portion in a one-sided open cavity (20) in the support body (1) can be clamped, wherein the cavity (20) laterally of two parallel spaced apart vertically upstanding webs (2, 3) and is bounded below by a spacer element,
characterized,
that the support body (1) is an extruded profile, from which the two parallel fixed webs (2, 3) and between these a spacer portion (4) are integrally formed as a spacer element, and
in that an approximately C-shaped, outwardly open profile section (8) is formed from the extruded profile laterally of one of the upright fixed webs (2, 3), which is suitable for receiving at least one upright tab (12) which is connected to a building part ( 6) is connectable.
Tragkörper nach Anspruch 1,
dadurch gekennzeichnet,
dass an dem Strangpressprofil unter dem einseitig offenen Hohlraum (20) ein seitlich geschlossener, insbesondere kastenförmiger hohler Profilabschnitt (5) ausgeformt ist.
Supporting body according to claim 1,
characterized,
that on the extruded profile below the one-sided open cavity (20) has a laterally closed, in particular box-shaped hollow profile section (5) is formed.
Tragkörper nach Anspruch 1 oder 2,
dadurch gekennzeichnet,
dass aus den hochkant stehenden Stegen (2, 3) des Tragkörpers (1) oben innen flache Nuten (18, 19) ausgeformt sind, die geeignet sind, Abschnitte von flachen Verkleidungselementen aufzunehmen.
Supporting body according to claim 1 or 2,
characterized,
that from the upstanding webs (2, 3) of the support body (1) above the inside flat grooves (18, 19) are formed, which are adapted to receive portions of flat cladding elements.
Tragkörper nach einem der vorangehenden Ansprüche 1 bis 3 in Verbindung mit wenigstens einer seitlich abstehenden horizontalen Fußplatte (13),
dadurch gekennzeichnet,
dass die in den C-förmigen Profilabschnitt (8) des Tragkörpers (1) eingeschobene hochkant stehende Lasche (12) die von ihr seitlich abstehende Fußplatte (13) aufweist, die durch eine seitliche Öffnung (11) des C-förmigen Profilabschnitts (8) hindurchreicht.
Supporting body according to one of the preceding claims 1 to 3 in connection with at least one laterally projecting horizontal foot plate (13),
characterized,
that in the C-shaped profile section (8) of the support body (1) inserted upstanding tab (12) has the laterally projecting from her foot plate (13) through a lateral opening (11) of the C-shaped profile section (8). passed through.
Tragkörper nach Anspruch 4,
dadurch gekennzeichnet,
dass die horizontale Fußplatte (13) mit der hochkant stehenden Lasche (12) verschweißt ist.
Supporting body according to claim 4,
characterized,
that the horizontal foot plate (13) with the upstanding tab (12) is welded.
Tragkörper nach Anspruch 4 oder 5,
dadurch gekennzeichnet,
dass die hochkant stehende Lasche (12) in dem C-förmigen Profilabschnitt (8) mit dem Tragkörper (1) verschraubt ist.
Supporting body according to claim 4 or 5,
characterized,
that the upstanding tab (12) in the C-shaped profile section (8) with the support body (1) is screwed.
Tragkörper nach einem der vorangehenden Ansprüche,
dadurch gekennzeichnet,
dass das Strangpressprofil aus Aluminium besteht.
Supporting body according to one of the preceding claims,
characterized,
that the extruded profile is made of aluminum.
Tragkörper mit hochkant stehender Lasche nach einem der vorangehenden Ansprüche,
dadurch gekennzeichnet,
dass die hochkant feststehende Lasche (12) aus Stahl besteht.
Supporting body with upright tab according to one of the preceding claims,
characterized,
that the upright fixed tab (12) consists of steel.
EP07010014.4A 2006-06-12 2007-05-19 Support structure for a railing comprising a filler element in the form of a plate, in particular a glass plate Not-in-force EP1867803B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202006009323U DE202006009323U1 (en) 2006-06-12 2006-06-12 Profile frame for balcony safety screen around safety glass panel has slide-fit attachments to C-profile

Publications (3)

Publication Number Publication Date
EP1867803A2 true EP1867803A2 (en) 2007-12-19
EP1867803A3 EP1867803A3 (en) 2009-01-14
EP1867803B1 EP1867803B1 (en) 2013-05-01

Family

ID=36934473

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07010014.4A Not-in-force EP1867803B1 (en) 2006-06-12 2007-05-19 Support structure for a railing comprising a filler element in the form of a plate, in particular a glass plate

Country Status (4)

Country Link
EP (1) EP1867803B1 (en)
DE (1) DE202006009323U1 (en)
ES (1) ES2406079T3 (en)
PT (1) PT1867803E (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1035249C2 (en) * 2008-04-03 2009-10-06 Pol Balkonhekken B V Profile bar.
CZ300485B6 (en) * 2008-05-29 2009-05-27 Integra Metal Systems, S. R. O. Railing for fencing areas and sections forming such railing
CH704405B1 (en) * 2011-01-31 2014-06-30 Beat Guhl Mounting arrangement for glass railing.

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2135991A1 (en) * 1971-07-19 1973-02-01 Spiegelglas Und Gussglas Verka METHOD AND DEVICE FOR THE INSTALLATION OF FREE-STANDING GLASS PANELS
US20020195595A1 (en) * 2000-03-30 2002-12-26 Shepherd John D. Railing assembly
EP1277894A2 (en) * 2001-07-18 2003-01-22 Arnold AG Clamped handrail
AU2004201765A1 (en) * 2003-05-01 2004-11-18 Glass Relate Hardware Limited Base to support upright sheet
DE10338816B3 (en) * 2003-08-21 2005-05-25 Bernhard Feigl Holder for a panel, especially for supporting a glass pane forming a side rail of a railing, comprises a U-shaped support rail with elastic or semi-elastic intermediate elements, a base profile, a fixed bearing and a moveable bearing

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2135991A1 (en) * 1971-07-19 1973-02-01 Spiegelglas Und Gussglas Verka METHOD AND DEVICE FOR THE INSTALLATION OF FREE-STANDING GLASS PANELS
US20020195595A1 (en) * 2000-03-30 2002-12-26 Shepherd John D. Railing assembly
EP1277894A2 (en) * 2001-07-18 2003-01-22 Arnold AG Clamped handrail
AU2004201765A1 (en) * 2003-05-01 2004-11-18 Glass Relate Hardware Limited Base to support upright sheet
DE10338816B3 (en) * 2003-08-21 2005-05-25 Bernhard Feigl Holder for a panel, especially for supporting a glass pane forming a side rail of a railing, comprises a U-shaped support rail with elastic or semi-elastic intermediate elements, a base profile, a fixed bearing and a moveable bearing

Also Published As

Publication number Publication date
PT1867803E (en) 2013-06-12
ES2406079T3 (en) 2013-06-05
EP1867803A3 (en) 2009-01-14
DE202006009323U1 (en) 2006-08-17
EP1867803B1 (en) 2013-05-01

Similar Documents

Publication Publication Date Title
EP2354368B1 (en) Fixing holder for wall insulation
EP2268870B1 (en) Mounting means for mounting natural stone, and method of mounting natural stone
EP3260624B1 (en) Panel railing
EP2460949B1 (en) Panelled balustrade
DE10344202A1 (en) Solar module fastening has frame for common fastening of at least two solar modules and has encompassing frame element per solar module, whereby solar module frame elements are detachably interconnected
EP2808143B1 (en) Formwork for the construction of a staircase
EP3781762B1 (en) Device and method for constructing a swimming pool
EP2669451A2 (en) Support structure and method for assembling a support structure
EP1785546B1 (en) Anchor bracket for fixing a cladding onto a building wall
DE102011000991A1 (en) Wall holder for fixing of self-supporting disk-shaped component, particularly for canopy, has planar contact surface that is arranged below self-supporting disk-shaped component
EP1867803B1 (en) Support structure for a railing comprising a filler element in the form of a plate, in particular a glass plate
DE102004049595B3 (en) Roof hook e.g. for mounting solar collector or other roof systems, faces roofing tile and partly spreads upward with top side of roofing tile has assigned surface and bend with assembly rail for mounting devices
EP2649254A1 (en) U-section for mounting a railing panel in a fixed manner
DE8418908U1 (en) HOLDING DEVICE WITH BRACKET FOR SOLAR COLLECTORS
DE1880461U (en) HOUSE BUILDING PLATE FOR HOUSES FROM PREFABRICATED COMPONENTS.
EP3296475B1 (en) Balcony and method for manufacturing such a balcony
DE4204638A1 (en) DEVICE FOR SOUND INSULATION IN ROOMS
EP1811121A2 (en) Shaft bearing for a vertical awning
DE20305659U1 (en) Post-and-beam structure has longitudinal profiled elements which by means of one-piece side corner connectors are connected to similarly formed connecting elements for interconnecting of vertical supports and/or balcony parapet
EP2505760A2 (en) Module for holding a sliding door, sliding door device and method for fitting a sliding door device
DE4134244C2 (en) Fastening device for a wooden balcony parapet and associated balcony parapet
DE9207858U1 (en) Gutter
DE29607590U1 (en) Kit for the subsequent creation of a balcony
EP2716842A1 (en) Fastening system for the adjustable mounting of cladding elements
EP3808916A1 (en) Wall connection arrangement for a roof covering device, method for producing a wall connection arrangement, use of a slot nut and roof covering device

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: A2

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

AX Request for extension of the european patent

Extension state: AL BA HR MK YU

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

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

AX Request for extension of the european patent

Extension state: AL BA HR MK RS

17P Request for examination filed

Effective date: 20090708

AKX Designation fees paid

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

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

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

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 610050

Country of ref document: AT

Kind code of ref document: T

Effective date: 20130515

Ref country code: CH

Ref legal event code: EP

Ref country code: CH

Ref legal event code: NV

Representative=s name: BOHEST AG, CH

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: ES

Ref legal event code: FG2A

Ref document number: 2406079

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20130605

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20130604

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502007011679

Country of ref document: DE

Effective date: 20130704

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

Ref country code: 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: 20130501

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: 20130901

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: 20130802

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: 20130501

Ref country code: LT

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

Effective date: 20130501

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: 20130501

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

Ref country code: BG

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

Effective date: 20130801

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: 20130501

Ref country code: PL

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

Effective date: 20130501

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

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: 20130501

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: 20130501

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: 20130501

Ref country code: MC

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

Effective date: 20130501

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: 20130501

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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

Effective date: 20130501

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: 20130501

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: 20140204

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

Ref country code: IE

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

Effective date: 20130519

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502007011679

Country of ref document: DE

Effective date: 20140204

REG Reference to a national code

Ref country code: CH

Ref legal event code: PCAR

Free format text: NEW ADDRESS: HOLBEINSTRASSE 36-38, 4051 BASEL (CH)

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

Ref country code: ES

Payment date: 20140528

Year of fee payment: 8

Ref country code: CZ

Payment date: 20140502

Year of fee payment: 8

Ref country code: NL

Payment date: 20140524

Year of fee payment: 8

Ref country code: PT

Payment date: 20130604

Year of fee payment: 8

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: 20130501

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: 20130501

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

Ref country code: HU

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

Effective date: 20070519

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

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

Effective date: 20151119

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20150601

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: 20150519

Ref country code: PT

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

Effective date: 20151119

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

Ref country code: NL

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

Effective date: 20150601

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 10

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20161202

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: 20150520

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502007011679

Country of ref document: DE

Representative=s name: KEIL & SCHAAFHAUSEN PATENT- UND RECHTSANWAELTE, DE

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 12

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

Ref country code: CH

Payment date: 20180626

Year of fee payment: 12

Ref country code: LU

Payment date: 20180625

Year of fee payment: 12

Ref country code: DE

Payment date: 20180627

Year of fee payment: 12

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

Ref country code: AT

Payment date: 20180620

Year of fee payment: 12

Ref country code: BE

Payment date: 20180625

Year of fee payment: 12

Ref country code: FR

Payment date: 20180625

Year of fee payment: 12

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

Ref country code: GB

Payment date: 20180626

Year of fee payment: 12

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502007011679

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 610050

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190519

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

Effective date: 20190519

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: 20190519

Ref country code: LI

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

Effective date: 20190531

Ref country code: CH

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

Effective date: 20190531

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20190531

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

Ref country code: LU

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

Effective date: 20190519

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

Ref country code: DE

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

Effective date: 20191203

Ref country code: GB

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

Effective date: 20190519

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: 20190531

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: 20190531