EP0360785B1 - Constructional element to cover building façades - Google Patents

Constructional element to cover building façades Download PDF

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Publication number
EP0360785B1
EP0360785B1 EP89890236A EP89890236A EP0360785B1 EP 0360785 B1 EP0360785 B1 EP 0360785B1 EP 89890236 A EP89890236 A EP 89890236A EP 89890236 A EP89890236 A EP 89890236A EP 0360785 B1 EP0360785 B1 EP 0360785B1
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EP
European Patent Office
Prior art keywords
stone
slab
concrete slab
concrete panel
elastic
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Expired - Lifetime
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EP89890236A
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German (de)
French (fr)
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EP0360785A1 (en
Inventor
Konrad Berger
Rudolf Buryan
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UNIVERSALE-BAU AG
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UNIVERSALE-BAU AG
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Publication of EP0360785A1 publication Critical patent/EP0360785A1/en
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    • 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
    • E04F13/0833Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
    • E04F13/0835Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements extending into the back side of the covering elements
    • 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
    • E04F13/14Coverings 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 stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
    • E04F13/144Coverings 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 stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass with an outer layer of marble or other natural stone

Definitions

  • the invention relates to a component for cladding the facades of buildings, which is hung on the wall of the building.
  • Facade cladding made of stonemason-finished natural stone slabs require a technically complex fastening and hanging construction. This is because, for aesthetic reasons, it is absolutely necessary to adhere exactly to the joint widths in structured facades.
  • FR-A-1 122 740 describes cladding a concrete or stone wall using stone slabs. According to the information in this document, oblique holes are drilled in the stone slabs and the ends of coil springs are inserted into them. The other ends of the springs are fastened in the wall when concreting or when building the stone wall. The kick occurs Mortar or concrete inevitably also in the holes of the stone slabs and between the turns of the coil springs, so that the desired effect, namely to enable the stone slabs to be moved relative to the wall, is not achieved.
  • the invention has set itself the goal of creating a wall-mounted building element of the type mentioned, in which the risk of detachment of the stone slabs from the concrete slab is no longer present.
  • this component consists of a concrete slab, which is provided on one side with devices for fastening to the building and on the other side is connected to at least one stone slab, in particular natural stone slab, whereby to connect the concrete slab and stone slab ) elastic connecting elements in the form of hooks, bolts and the like are arranged, which are anchored in recesses of the concrete slab and stone slab (s), an elastic separating layer being arranged between the concrete slab and stone slab (s).
  • the stone slabs and the concrete slab are slightly movable relative to one another, so that it is no longer possible to detach the stone slabs from the concrete slab despite the inherent physical incompatibility of the two materials, particularly with regard to the different coefficients of thermal expansion.
  • the elastic connecting elements as a whole can consist of an elastically deformable material.
  • the connecting elements have an essentially load-bearing part which is provided with an elastic coating at least in the area of the recesses of the concrete slab and / or stone slab (s).
  • the separating layer expediently consists of a plastic film forming a drainage.
  • the component shown in the drawings has a load-bearing concrete slab 1, which is provided with a window 2.
  • Stone slabs 3 and 4 are connected to the concrete slab 1.
  • the stone slabs 3 extend parallel to the concrete slab 1.
  • the end faces of the concrete slab 1 are clad with the stone slabs 4, which are thus at right angles to the level of the concrete slab 1.
  • a separating layer 5 is provided between the concrete slab 1 and the stone slabs 3.
  • This separating layer 5 is expediently formed from an elastically acting plastic film.
  • the attachment of the St einplatten 3 on the concrete plate 1 is carried out by means of hook-like bracket 11, the protruding from the concrete plate 1 ends in recesses 12, which are provided in the stone slabs 3, are cast.
  • the hook-like brackets 11 are provided with an elastic coating 13 in the area of their anchoring in the concrete slab 1.
  • the stone slabs 3 are slightly movable relative to the concrete slab 1.
  • FIG 4 a panel of components according to the invention is shown in section.
  • fastening bolts 21 are anchored in the wall 20 of the building and cooperate with eyelets 15 provided on the rear side of the concrete slab 1.
  • the eyelets 15 are connected to tie rods 16 so that the components are carried in a manner known for curtain walls.
  • spacers 24 are also provided.
  • the mutually facing end faces of the components are formed with bores into which bolts 19 are inserted. This ensures that the front sides of components lying against one another are in one plane. Due to the intermediate space 23 located between the thermal insulation layer 22 and the components, the desired rear ventilation of the facade is ensured.
  • an elastic separating layer 5 is provided between the concrete slab 1 and the stone slab 3 and, on the other hand, the connecting brackets 11 are formed with an elastic coating 13 within the concrete slab 1, the stone slabs 3 are slightly movable relative to the concrete slabs 1, so that the fastening is caused by thermal movements the stone slabs 3 on the concrete slab 1 is not impaired.
  • the anchoring bracket 11 itself is made of a corrosion-resistant material, in particular steel.
  • the intermediate layer 5 provided between the concrete slab 1 and the stone slabs 3 also serves as a drainage layer.
  • the intermediate layer could be designed as a knobbed film
  • Components according to the invention can be produced by inserting natural stone slabs into the bottom of a mold, which are spaced apart by spacers.
  • the natural stone slabs are provided with the recesses 12, in which the connecting bracket 11 are anchored.
  • the elastic separating layer e.g. in the form of a plastic sheet.
  • a concrete layer is applied over the separating layer 5, into which the connecting brackets 11 protruding from the stone slabs 3 protrude. In this way, the stone slabs are connected to the concrete slab 1.
  • the elastic connection of the stone slabs with the concrete slab can also be made in that the connecting bracket itself is elastic. Also, the connecting brackets do not have to be hook-shaped, it would also be possible to use straight bolts, which e.g. run slightly sloping.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Finishing Walls (AREA)
  • Glass Compositions (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

A constructional element to cover building façades consists of a concrete panel (1) and stone panels (3) connected thereto. Between the concrete panel (1) and the stone panels (3), a separating layer (5) is provided, which is formed by a plastic film with elastic action. The fastening of the stone panels (3) to the concrete panel (1) is carried out by means of hook-like stirrups (11), those ends of which which project from the concrete panel (1) are grouted in in recesses (12) which are provided in the stone panels (3). The hook-like stirrups (11) are provided with an elastic covering (13) in the region of their anchorage in the concrete panel (1). <??>As a result of the elastic intermediate layers (5) on the one hand and the elastic coverings (13) on the other hand, the stone panels (3) are slightly movable in relation to the concrete panel (1), so that the danger of the stone panels becoming detached from the concrete panel no longer exists. <IMAGE>

Description

Die Erfindung bezieht sich auf ein Bauelement zur Verkleidung der Fassaden von Bauwerken, das der Wand des Bauwerkes vorgehängt ist.The invention relates to a component for cladding the facades of buildings, which is hung on the wall of the building.

Fassadenverkleidungen aus steinmetzmäßig bearbeiteten Natursteinplatten benötigen eine technisch aufwendige Befestigungs- und Verhängungskonstruktion. Dies deshalb, weil es aus ästhetischen Gründen unumgänglich notwendig ist, bei gegliederten Fassaden die Fugenbreiten exakt einzuhalten.Facade cladding made of stonemason-finished natural stone slabs require a technically complex fastening and hanging construction. This is because, for aesthetic reasons, it is absolutely necessary to adhere exactly to the joint widths in structured facades.

Zur Verkleidung der Fassaden von Bauwerken sind großformatige Fertigteilplatten aus Stahlbeton in den verschiedensten Ausführungen bekannt. Deren Herstellung ist einfach und überdies ist die Technik der Befestigung solcher Fassadenplatten am bestehenden Bauwerk bzw. Rohtragwerk derart technisch ausgereift, daß auch die Aufhängung der Fassadenplatten verhältnismäßig einfach durchzuführen ist.Large-format precast panels made of reinforced concrete in various designs are known for cladding the facades of buildings. Their manufacture is simple and, moreover, the technology for fastening such facade panels to the existing structure or structural framework is so technically mature that the suspension of the facade panels is also relatively easy to carry out.

Man hat auch schon versucht, Verbundelemente herzustellen, die aus Stahlbeton bestehen und eine Vorsatzschichte aus keramischen Platten u.dgl. aufweisen. Bei diesen bekannten Bauelementen konnte jedoch keine ausreichende Verbindung der Vorsatzschichte mit den Betonplatten erreicht werden, sodaß ein Ablösen der Vorsatzschichte von der Betonplatte nicht mit Sicherheit ausgeschlossen werden konnte. Infolge der mangelhaften Haftung der Vorsatzschicht bzw. der bauphysikalischen Unverträglichkeit von Vorsatz- und Tragschicht sind daher diese Versuche immer gescheitert, die bekannten Bauelemente haben sich zur Verkleidung von Fassaden als ungeeignet erwiesen.Attempts have also already been made to produce composite elements which consist of reinforced concrete and a facing layer made of ceramic plates and the like. exhibit. With these known components, however, an adequate connection of the facing layer to the concrete slabs could not be achieved, so that detachment of the facing layer from the concrete slab could not be ruled out with certainty. As a result of the poor adhesion of the facing layer and the physical incompatibility of the facing and base layers, these attempts have always failed, the known components have proven unsuitable for cladding facades.

In der FR-A-1 122 740 ist eine Verkleidung einer Beton- oder Steinmauer mittels Steinplatten beschrieben. Nach den Angaben in diesem Dokument werden in die Steinplatten schräg verlaufende Löcher gebohrt und in diese die Enden von Schraubenfedern eingesetzt. Die anderen Enden der Federn werden in der Mauer beim Betonieren oder beim Bau der Steinmauer befestigt. Dabei tritt der Mörtel oder Beton zwangsläufig auch in die Löcher der Steinplatten und zwischen die Windungen der Schraubenfedern ein, sodaß der angestrebte Effekt, nämlich eine Verschiebung der Steinplatten gegenüber der Mauer zu ermöglichen, nicht erreicht wird.FR-A-1 122 740 describes cladding a concrete or stone wall using stone slabs. According to the information in this document, oblique holes are drilled in the stone slabs and the ends of coil springs are inserted into them. The other ends of the springs are fastened in the wall when concreting or when building the stone wall. The kick occurs Mortar or concrete inevitably also in the holes of the stone slabs and between the turns of the coil springs, so that the desired effect, namely to enable the stone slabs to be moved relative to the wall, is not achieved.

Die Erfindung hat es sich zum Ziel gesetzt, ein der Wand eines Bauwerkes vorgehängtes Bauelement der eingangs genannten Art zu schaffen, bei dem die Gefahr eines Ablösens der Steinplatten von der Betonplatte nicht mehr gegeben ist. Erreicht wird dies dadurch, daß dieses Bauelement besteht aus einer Betonplatte, die an einer Seite mit Einrichtungen zur Befestigung am Bauwerk versehen und an der anderen Seite mit wenigstens einer Steinplatte, insbes. Natursteinplatte, verbunden ist, wobei zur Verbindung von Betonplatte und Steinplatte(n) elastische Verbindungselemente in Form von Haken, Bolzen und dgl. angeordnet sind, die in Ausnehmungen von Betonplatte und Steinplatte(n) verankert sind, wobei zwischen Betonplatte und Steinplatte(n) eine elastische Trennschicht angeordnet ist. Zufolge dieser elastischen Verbindung und der elastischen Trennschicht sind Steinplatten und Betonplatte relativ zueinander geringfügig beweglich, sodaß ein Lösen der Steinplatten von der Betonplatte trotz der an sich vorhandenen bauphysikalischen Unverträglichkeit der beiden Werkstoffe insbesondere im Hinblick auf die unterschiedlichen Wärmeausdehnungskoeffizienten nicht mehr möglich ist.The invention has set itself the goal of creating a wall-mounted building element of the type mentioned, in which the risk of detachment of the stone slabs from the concrete slab is no longer present. This is achieved in that this component consists of a concrete slab, which is provided on one side with devices for fastening to the building and on the other side is connected to at least one stone slab, in particular natural stone slab, whereby to connect the concrete slab and stone slab ) elastic connecting elements in the form of hooks, bolts and the like are arranged, which are anchored in recesses of the concrete slab and stone slab (s), an elastic separating layer being arranged between the concrete slab and stone slab (s). As a result of this elastic connection and the elastic separating layer, the stone slabs and the concrete slab are slightly movable relative to one another, so that it is no longer possible to detach the stone slabs from the concrete slab despite the inherent physical incompatibility of the two materials, particularly with regard to the different coefficients of thermal expansion.

Die elastischen Verbindungselemente können als Ganzes aus einem elastisch verformbaren Material bestehen. Bei einer bevorzugten Ausführungsform der Erfindung weisen jedoch die Verbindungselemente einen im Wesentlichen tragenden Teil auf, der wenigstens im Bereich der Ausnehmungen von Betonplatte und/oder Steinplatte(n) mit einem elastischen Überzug versehen ist.The elastic connecting elements as a whole can consist of an elastically deformable material. In a preferred embodiment of the invention, however, the connecting elements have an essentially load-bearing part which is provided with an elastic coating at least in the area of the recesses of the concrete slab and / or stone slab (s).

Die Trennschicht besteht zweckmäßig aus einer eine Drainagierung bildenden Kunststoffolie.The separating layer expediently consists of a plastic film forming a drainage.

Nachstehend ist die Erfindung an Hand eines in den Zeichnungen dargestellten Ausführungsbeispiel es näher beschrieben, ohne jedoch auf dieses Beispiel beschränkt zu sein. Dabei zeigen:

  • Fig.1 ein erfindungsgemäßes Bauelement in Ansicht,
  • Fig.2 den Schnitt nach der Linie II-II der Fig.1,
  • Fig.3 einen Teilschnitt durch ein erfindungsgemäßes Bauelement, in gegenüber der Fig. 1 stark vergrößertem Maßstab, und
  • Fig.4 einen Schnitt nach der Linie IV-IV der Fig.1 in gegenüber dieser vergrößertem Maßstab.
The invention is described in more detail below on the basis of an exemplary embodiment illustrated in the drawings, but without being restricted to this example. Show:
  • 1 shows a component according to the invention in view,
  • 2 shows the section along the line II-II of Figure 1,
  • 3 shows a partial section through a component according to the invention, on a greatly enlarged scale compared to FIG. 1, and
  • 4 shows a section along the line IV-IV of Figure 1 on an enlarged scale compared to this.

Das in den Zeichnungen dargestellte Bauelement weist eine tragende Betonplatte 1 auf, die mit einem Fenster 2 versehen ist. Mit der Betonplatte 1 verbunden sind Steinplatten 3 und 4. Die Steinplatten 3 erstrecken sich parallel zur Betonplatte 1. Im Bereich des Fensters 2 sind die Stimflächen der Betonplatte 1 mit den Steinplatten 4 verkleidet, welche somit zur Ebene der Betonplatte 1 im rechten Winkel stehen.The component shown in the drawings has a load-bearing concrete slab 1, which is provided with a window 2. Stone slabs 3 and 4 are connected to the concrete slab 1. The stone slabs 3 extend parallel to the concrete slab 1. In the area of the window 2, the end faces of the concrete slab 1 are clad with the stone slabs 4, which are thus at right angles to the level of the concrete slab 1.

In Fig.3 ist dieses Bauelement im Teilschnitt dargestellt. Wie daraus hervorgeht, ist zwischen der Betonplatte 1 und den Steinplatten 3 eine Trennschicht 5 vorgesehen. Diese Trennschicht 5 wird zweckmäßig von einer elastisch wirkenden Kunst stoffolie gebildet. Die Befestigung der St einplatten 3 an der Betonplatte 1 erfolgt mittels hakenartiger Bügel 11, deren aus der Betonplatte 1 ausragende Enden in Ausnehmungen 12, welche in den Steinplatten 3 vorgesehen sind, vergossen sind. Die hakenartigen Bügel 11 sind im Bereich ihrer Verankerung in der Betonplatte 1 mit einem elastischen Überzug 13 versehen.This component is shown in partial section in FIG. As can be seen from this, a separating layer 5 is provided between the concrete slab 1 and the stone slabs 3. This separating layer 5 is expediently formed from an elastically acting plastic film. The attachment of the St einplatten 3 on the concrete plate 1 is carried out by means of hook-like bracket 11, the protruding from the concrete plate 1 ends in recesses 12, which are provided in the stone slabs 3, are cast. The hook-like brackets 11 are provided with an elastic coating 13 in the area of their anchoring in the concrete slab 1.

Auf Grund der elastischen Zwischenschichte 5 einerseits und der elastischen Überzüge 13 andererseits sind die Steinplatten 3 gegenüber der Betonplatte 1 geringfügig beweglich.Because of the elastic intermediate layer 5 on the one hand and the elastic coatings 13 on the other hand, the stone slabs 3 are slightly movable relative to the concrete slab 1.

Die zur Betonplatte 1 quer stehenden Stirnplatten 4 sind in der gleichen Weise befestigt.The transverse to the concrete slab 1 end plates 4 are attached in the same way.

In Fig.4 ist eine Verkleidung aus erfindungsgemäßen Bauelementen im Schnitt dargestellt. Wie daraus ersichtlich ist, sind in der Mauer 20 des Bauwerkes Befestigungsbolzen 21 verankert, welche mit an der Rückseite der Betonplatte 1 vorgesehenen Ösen 15 zusammenwirken. Die Ösen 15 sind mit Zugankern 16 verbunden, so daß die Bauelemente auf eine bei vorgehängten Fassaden bekannte Weise getragen werden. An der Oberfläche der Wand 20 befindet sich eine Wärmedämmschichte 22 und zwischen der Wärmedämmschicht 22 und den Bauelementen ist ein Zwischenraum 23 vorgesehen. Um die Bauelemente im erforderlichen Abstand von der Wand 2 zu halten, sind weiters Abstandshalter 24 vorgesehen.In Figure 4, a panel of components according to the invention is shown in section. As can be seen from this, fastening bolts 21 are anchored in the wall 20 of the building and cooperate with eyelets 15 provided on the rear side of the concrete slab 1. The eyelets 15 are connected to tie rods 16 so that the components are carried in a manner known for curtain walls. There is a thermal insulation layer 22 on the surface of the wall 20 and an intermediate space 23 is provided between the thermal insulation layer 22 and the components. In order to keep the components at the required distance from the wall 2, spacers 24 are also provided.

Weiters sind die einander zugewandten Stirnseiten der Bauelemente mit Bohrungen ausgebildet, in welche Bolzen 19 eingesetzt sind. Hierdurch wird gewährleistet, daß sich die Vorderseiten von aneinander liegenden Bauelementen in einer Ebene befinden. Aufgrund des sich zwischen der Wärmedämmschicht 22 und den Bauelementen befindlichen Zwischenraumes 23 wird die angestrebte Hinterlüftung der Fassade gewährleistet.Furthermore, the mutually facing end faces of the components are formed with bores into which bolts 19 are inserted. This ensures that the front sides of components lying against one another are in one plane. Due to the intermediate space 23 located between the thermal insulation layer 22 and the components, the desired rear ventilation of the facade is ensured.

Da einerseits zwischen der Betonplatte 1 und den Steinplatte 3 eine elastische Trennschicht 5 vorgesehen ist und anderseits innerhalb der Betonplatte 1 die Verbindungsbügel 11 mit einem elastischen Überzug 13 ausgebildet sind, sind die Steinplatten 3 gegenüber den Betonplatten 1 geringfügig beweglich, sodaß zufolge von Wärmebewegungen die Befestigung der Steinplatten 3 an der Betonplatte 1 nicht beeinträchtigt wird. Die Verankerungsbügel 11 selbst sind aus einem korrosionsfestem Material, insbesondere aus Stahl, gefertigt.Since, on the one hand, an elastic separating layer 5 is provided between the concrete slab 1 and the stone slab 3 and, on the other hand, the connecting brackets 11 are formed with an elastic coating 13 within the concrete slab 1, the stone slabs 3 are slightly movable relative to the concrete slabs 1, so that the fastening is caused by thermal movements the stone slabs 3 on the concrete slab 1 is not impaired. The anchoring bracket 11 itself is made of a corrosion-resistant material, in particular steel.

Die zwischen der Betonplatte 1 und den Steinplatten 3 vorgesehene Zwischenschichte 5 dient weiters auch als Drainageschichte. Beispielsweise könnte die Zwischenschichte als Noppenfolie ausgebildet seinThe intermediate layer 5 provided between the concrete slab 1 and the stone slabs 3 also serves as a drainage layer. For example, the intermediate layer could be designed as a knobbed film

Die Herstellung erfindungsgemäßer Bauelemente kann dadurch erfolgen, daß in den Boden einer Form Natursteinplatten eingelegt werden, welche voneinander durch Abstandhalter distanziert sind. Die Natursteinplatten sind mit den Ausnehmungen 12 versehen, in welchen die Verbindungsbügel 11 verankert sind. Hierauf wird auf die Steinplatten 3 die elastische Trennschicht 5, z.B. in Form einer Plastikfolie, aufgebracht. In weiterer Folge wird über der Trennschicht 5 eine Betonschicht aufgebracht, in welche die aus den Steinplatten 3 ausragenden Verbindungsbügel 11 einragen. Hiedurch werden die Steinplatten mit der Betonplatte 1 verbunden.Components according to the invention can be produced by inserting natural stone slabs into the bottom of a mold, which are spaced apart by spacers. The natural stone slabs are provided with the recesses 12, in which the connecting bracket 11 are anchored. Then the elastic separating layer 5, e.g. in the form of a plastic sheet. Subsequently, a concrete layer is applied over the separating layer 5, into which the connecting brackets 11 protruding from the stone slabs 3 protrude. In this way, the stone slabs are connected to the concrete slab 1.

Die elastische Verbindung der Steinplatten mit der Betonplatte kann auch dadurch hergestellt werden, daß die Verbindungsbügel selbst elastisch sind. Auch müssen die Verbindungsbügel nicht hakenförmig ausgebildet sein, es wäre auch die Verwendung von geraden Bolzen möglich, die z.B. leicht schräg verlaufen.The elastic connection of the stone slabs with the concrete slab can also be made in that the connecting bracket itself is elastic. Also, the connecting brackets do not have to be hook-shaped, it would also be possible to use straight bolts, which e.g. run slightly sloping.

Claims (3)

1. Construction element for façade facing of buildings, suspended on the wall (20) of the building and consisting of a concrete slab (1) which is equipped on the one side with devices (15, 16) securing it to the building and connected on the other side to at least one stone slab (3), most particularly natural stone; with elastic connecting elements in the form of hooks (11), bolts etc. installed to connect the concrete slab (1) to the stone slab(s) (3); these elastic connecting elements being anchored to recesses (12) of the concrete slab (1) and the stone slab(s) (3) and being furthermore equipped with a elatic parting layer (5) located between the concrete slab (1) and the stone slab(s) (3).
2. Construction element according to claim 1, characterized in that the connecting elements (11) contain one essentially load-bearing part covered, at least in the section of the recesses (12) of the concrete slab (1) and/or the stone slab(s) (3), with an elastic coating.
3. Construction element according to claim 1 or 2, characterized in that the parting layer consists of a plastic sheet (5) providing drainage.
EP89890236A 1988-09-16 1989-09-13 Constructional element to cover building façades Expired - Lifetime EP0360785B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0227688A AT407886B (en) 1988-09-16 1988-09-16 COMPONENT FOR CLADDING THE FACADES OF CONSTRUCTIONS AND METHOD FOR PRODUCING SUCH A COMPONENT
AT2276/88 1988-09-16

Publications (2)

Publication Number Publication Date
EP0360785A1 EP0360785A1 (en) 1990-03-28
EP0360785B1 true EP0360785B1 (en) 1992-06-10

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EP89890236A Expired - Lifetime EP0360785B1 (en) 1988-09-16 1989-09-13 Constructional element to cover building façades

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US (1) US5060433A (en)
EP (1) EP0360785B1 (en)
JP (1) JPH02256765A (en)
AT (2) AT407886B (en)
DE (1) DE58901632D1 (en)

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US8833017B1 (en) * 2013-10-02 2014-09-16 Rong-Jun Huang Rapid hanging curtain wall unit for a wall assembling structure
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102021133372B3 (en) 2021-10-15 2022-11-17 Snejan Dimitrov Ivantchev construction system
WO2023062483A1 (en) 2021-10-15 2023-04-20 Snejan Dimitrov Ivantchev Construction system

Also Published As

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DE58901632D1 (en) 1992-07-16
EP0360785A1 (en) 1990-03-28
AT407886B (en) 2001-07-25
JPH02256765A (en) 1990-10-17
ATE77120T1 (en) 1992-06-15
ATA227688A (en) 1994-07-15
US5060433A (en) 1991-10-29

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