EP0411442A2 - Device to support hanging stone plates for façade covering - Google Patents

Device to support hanging stone plates for façade covering Download PDF

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Publication number
EP0411442A2
EP0411442A2 EP90114179A EP90114179A EP0411442A2 EP 0411442 A2 EP0411442 A2 EP 0411442A2 EP 90114179 A EP90114179 A EP 90114179A EP 90114179 A EP90114179 A EP 90114179A EP 0411442 A2 EP0411442 A2 EP 0411442A2
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EP
European Patent Office
Prior art keywords
arrangement according
profiles
bracket arrangement
bearing
support
Prior art date
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Granted
Application number
EP90114179A
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German (de)
French (fr)
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EP0411442A3 (en
EP0411442B1 (en
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Josef Gartner and Co
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Josef Gartner and Co
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Application filed by Josef Gartner and Co filed Critical Josef Gartner and Co
Priority to AT90114179T priority Critical patent/ATE84102T1/en
Publication of EP0411442A2 publication Critical patent/EP0411442A2/en
Publication of EP0411442A3 publication Critical patent/EP0411442A3/en
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Publication of EP0411442B1 publication Critical patent/EP0411442B1/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings 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
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall

Definitions

  • the invention relates to a mounting arrangement for curtain wall cladding panels made of stone or a similar material with the features of claim 1.
  • facade cladding panels made of stone in the event of violence, for example due to vandalism, impact loads from access systems such as conveyor baskets for cleaning the windows, etc., either in the area of the grooves in which the webs of the support profiles engage, or break in the middle of the panel. This is often associated with property damage or personal injury if pieces of the cladding panels fall off.
  • the object of the invention is to provide a holder for curtain wall cladding made of stone or a similar material, in which, if a breakage of the edge areas can not be reliably prevented due to external influences, falling off fragments is reliably prevented.
  • the fixing profiles which preferably consist of an elastic material, preferably have a length of approximately 150 mm and are arranged at a distance of approximately 100 mm from the corners.
  • the arrangement of the fixing profiles achieves a two-point mounting of the facade panels, so that no constraining forces can be transferred from the facade substructure to the cladding panels.
  • the adhesive is preferably ductile and / or waterproof and / or temperature-resistant, so that fall protection is achieved over an unlimited, or at least long, period.
  • the adhesive is preferably a silicone adhesive and the Fixing profiles are also preferably made of a silicone.
  • the grooves in the facade cladding panels are preferably sealed on the end faces.
  • the support profiles are rotatably supported at both ends about a vertical axis and additionally can be slid back and forth at one end in the direction of the axis of rotation at the other end, this results in a statically determined mounting for each cladding panel without the action of moments the substructure.
  • the support profiles are arranged with their retaining webs deviating from the horizontal at an angle to it, in particular running vertically, the dead weight of each cladding panel is supported separately.
  • no constraining forces can act on the cladding panel due to deformations of the substructure or due to wind loads or thermal deformations, since no moments can be transmitted.
  • the webs do not transmit large forces to the edge regions delimiting the grooves in the cladding panel, so that these edge regions are reliably prevented from breaking out.
  • the extension web forms an L-shape together with a retaining web if the support profile is to be arranged on the top edge of the top or the bottom edge of the bottom cladding panel.
  • the extension web with two holding webs extending in opposite directions at its end forms a T-shape when the supporting profile for holding two next to one another arranged cladding panels should be used.
  • a bearing axis of rotation as a floating bearing with a displaceability in the direction of the longitudinal axis of the support profile towards or away from the associated other bearing axis of rotation is used to absorb deformations in the substructure and / or the cladding panels without transmitting moments to the cladding panels. Because of this design, it is possible, if retaining webs only engage in two opposite receiving grooves of each cladding panel, to support the inner walls of the receiving grooves on the retaining webs without any constraint. In order to make the freedom from constraint even more secure, strips or profiles made of elastic material such as rubber or plastic are preferably provided, which are arranged on the holding webs and on which they support the side walls of the receiving grooves.
  • Fig. 1 shows a facade post 10 to which a support profile 14 is attached via a bearing profile 12.
  • support profiles 14 and 16 are fastened to the bearing profile 12 in order to support stone cladding panels 18, 20 arranged next to one another.
  • a further covering plate 22 is arranged under the covering plate 18.
  • the support profile 14, like the support profile 16, is arranged statically determined on bearing profiles 12, i.e. one end of the support profile is fastened to the bearing profile 12 via a floating bearing 22, while the other end of the support profile 14, like the end of the support profile 16, is fastened to a bearing profile via a fixed bearing 24.
  • the fixed bearing 24 is designed such that the support profile 16 can make a rotary movement about a bearing pin 26, while the floating bearing 22 is designed such that each support profile is displaceable on a bolt 28, so that no movements of the facade construction forces in the support profiles 14 or 16 can be initiated.
  • the support profile 14 has in the area of the floating bearing 22 an elongated hole 30 in which the bolt 28 is received.
  • the bearing profile 12 is screwed to the post 10 by means of screws 32.
  • the support profile 14 is U-shaped in cross-section with a base 34 and two legs 36, 38 running perpendicular to it. The legs 36 and 38 overlap the bearing profile 12.
  • An extension 40 is formed on the outside of the base 34 in continuation of the leg 38 , at the end of which two webs 42 and 44 running perpendicular to it are formed.
  • the web 42 serves to support the trim panel 18, while the web 44 fixes the trim panel 22 at the upper edge.
  • a web 46 supports the cladding panel 20 on the support profile 16 shown in FIG. 2.
  • a fixing profile 50 plugged onto the web 46.
  • the fixing profile 50 has a length of approximately 150 mm.
  • a corresponding fixing profile is arranged on the other corner region of the cladding panel 20 on the web 46.
  • the cladding panel 18 is supported on the web 42 of the support profile 14 via a fixing profile 52.
  • a second fixing profile is arranged on the opposite corner region of the cladding panel 18 on the web 42.
  • the cladding panels 18, 20 and 22 have on the edge surfaces grooves 54, 56 and 58, in which the webs 42, 46 and 44 of the support profiles 14 and 16 engage.
  • the space delimited by the walls of the grooves 54, 56 and 58 and the webs 42, 46 and 44 is filled with a silicone adhesive 60, 62 and 64.
  • the cladding panels are glued to the support profiles using the silicone adhesive. Should a cladding plate break due to external force, the fragments are held on the support profiles via the adhesive so that they do not fall down and damage things or injure people.
  • This seal can preferably consist of a silicone material.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

A device to support hanging plates (18, 22) of stone or a similar material for facade covering comprises carrying profiles (14) which engage with holding webs (42, 44) in receiving grooves (54, 58) in two opposite edge faces of the covering plates, running continuously in the latter. Arranged on the holding webs (42, 44) in the corner regions of the covering plates (18, 22) are fixing profiles (52) which produce a two-point bearing of the covering plates (18, 22) on the carrying profiles (14). The space delimited by the walls of the grooves (54, 58) and the webs (42, 44) is, in this case, filled with an adhesive (60, 64), preferably of silicone. Thus, broken pieces resulting from damage to the covering plates are firmly held on the profiles and are unable to fall. <IMAGE>

Description

Gegenstand der Erfindung ist eine Halterungsanordnung für vorgehängte Fassadenverkleidungsplatten aus Stein oder einem ähnlichen Material mit den Merkmalen des Anspruchs 1.The invention relates to a mounting arrangement for curtain wall cladding panels made of stone or a similar material with the features of claim 1.

Um Verkleidungsplatten aus Stein oder einem ähnlichen Material, das wie Stein gegenüber Zwängungen bruchempfind­lich reagiert, zwängungsfrei an einer Fassadenkonstruktion zu befestigen, ist es bekannt, in den Verkleidungsplatten Nuten auszubilden, in welche insbesondere in den Eckbereichen Stege von Tragprofilen eingreifen. Diese Stege weisen entweder eine geringe Länge auf oder auf den Stegen sind punktweise Lagerprofile angeordnet, über welche sich die Verkleidungsplatten auf den Stegen abstuüzen, um keine Zwängung über die gesamte Länge der Verkleidungsplatte entstehen zu lassen, z.B. wenn die Stege sich aufgrund von Verformungen in der Fassadenkonstruktion bogenförmig verformen. Insbesondere bei Windbelastungen, d.h. bei Windsog oder Winddruck werden große Kräfte auf die die Stege begrenzenden, eine relativ geringe Dicke aufweisenden Randstreifen der Verkleidungsplatte ausgeübt, so daß häufig ein Ausbrechen der Kanten der Verkleidungsplatten auftritt. Auch durch Verformungen der Unterkonstruktion, d.h. beispielsweise durch thermische Verformungen der Pfosten und Riegel der Fassadenkonstruktion können Zwängungskräfte auf die Verkleidungsplatten ausgeübt werden, was ebenfalls zu einem Ausbrechen der Randbereiche führen kann.In order to fix cladding panels made of stone or a similar material, which like fragments are sensitive to breakage, to a facade construction without constraint, it is known to form grooves in the cladding panels, in which webs of support profiles engage, in particular in the corner regions. These webs either have a short length or point profiles are arranged on the webs, by means of which the cladding panels are supported on the webs in order not to cause any constraint over the entire length of the cladding panel, e.g. when the webs deform in an arc due to deformation in the facade construction. Especially with wind loads, i.e. in the event of wind suction or wind pressure, large forces are exerted on the edge strips of the cladding panel which delimit the webs and have a relatively small thickness, so that the edges of the cladding panels often break away. Also due to deformation of the substructure, i.e. For example, thermal deformations of the mullions and transoms of the facade construction can exert constraining forces on the cladding panels, which can also lead to the edge areas breaking out.

Es hat sich gezeigt, daß Fassadenverkleidungsplatten aus Stein bei Gewalteinwirkung, beispielsweise durch Vandalismus, Stoßbeanspruchung durch Befahranlagen wie Förderkörbe zum Reinigen der Fenster usw., entweder im Bereich der Nuten, in welche die Stege der Tragprofile eingreifen, oder in Plattenmitte brechen. Dies ist häufig verbunden mit Beschädigungen von Sachen oder Verletzungen von Personen, wenn Stücke der Verkleidungsplatten herabfallen.It has been shown that facade cladding panels made of stone in the event of violence, for example due to vandalism, impact loads from access systems such as conveyor baskets for cleaning the windows, etc., either in the area of the grooves in which the webs of the support profiles engage, or break in the middle of the panel. This is often associated with property damage or personal injury if pieces of the cladding panels fall off.

Aufgabe der Erfindung ist es, eine Halterung für vorgehängte Fassadenverkleidungsplatten aus Stein oder einem ähnlichen Material zu schaffen, bei welcher dann, wenn ein Brechen der Randbereiche aufgrund einer Fremdeinwirkung nicht zuverlässig verhindert werden kann, ein Herabfallen von Bruchstücken zuverlässig verhindert wird.The object of the invention is to provide a holder for curtain wall cladding made of stone or a similar material, in which, if a breakage of the edge areas can not be reliably prevented due to external influences, falling off fragments is reliably prevented.

Erfindungsgemäß wird diese Aufgabe durch eine Halterungsanordnung mit den Merkmalen des Anspruchs 1 gelöst.According to the invention, this object is achieved by a mounting arrangement with the features of claim 1.

Vorteilhafte Weiterbildungen ergeben sich aus den Unteransprüchen 2 bis 13.Advantageous further developments result from subclaims 2 to 13.

Durch Anordnen eines Klebers in dem Raum, der von den Nuten und den Stegen der Halteprofile abgegrenzt wird, werden Bruchstücke der Fassadenverkleidungsplatten an den Tragprofilen gehalten, unabhängig davon ob der Bruch der Verkleidungsplatte von der Mitte ausgeht oder nur im Randbereich erfolgt. Durch Verkleben in der durchlaufenden Nut wird ein Herausfallen der Bruchstücke der Fassadenver­kleidungsplatten verhindert.By arranging an adhesive in the space, which is delimited by the grooves and the webs of the holding profiles, fragments of the facade cladding panels are held on the support profiles, regardless of whether the cladding panel breaks from the center or occurs only in the edge area. Gluing in the continuous groove prevents the fragments of the facade cladding panels from falling out.

Die Fixierprofile, die bevorzugt aus einem elastischen Werkstoff bestehen, weisen vorzugsweise eine Länge von ca. 150 mm auf und sind in einem Abstand von ca. 100 mm von den Ecken angeordnet. Durch die Anordnung der Fixierprofile wird eine Zweipunktlagerung der Fassadenplatten erreicht, so daß keine Zwängungskräfte von der Fassadenunterkonstruktion in die Verkleidungsplatten übertragen werden können.The fixing profiles, which preferably consist of an elastic material, preferably have a length of approximately 150 mm and are arranged at a distance of approximately 100 mm from the corners. The arrangement of the fixing profiles achieves a two-point mounting of the facade panels, so that no constraining forces can be transferred from the facade substructure to the cladding panels.

Der Klebstoff ist vorzugsweise duktil und/oder wasserfest und/oder temperaturbeständig, so daß eine Absturzsicherung über einen unbegrenzten, zumindest aber Längen Zeitraum erreicht wird.The adhesive is preferably ductile and / or waterproof and / or temperature-resistant, so that fall protection is achieved over an unlimited, or at least long, period.

Vorzugsweise ist der Klebstoff ein Silikonklebstoff und die Fixierprofile bestehen ebenfalls vorzugsweise aus einem Silikon.The adhesive is preferably a silicone adhesive and the Fixing profiles are also preferably made of a silicone.

Um ein Eindringen von Nässe in die Nuten zu verhindern, sind die Nuten in den Fassadenverkleidungsplatten vorzugsweise an den Stirnseiten versiegelt.In order to prevent moisture from penetrating into the grooves, the grooves in the facade cladding panels are preferably sealed on the end faces.

Wenn bei einer Weiterbildung der Erfindung die Tragprofile an beiden Enden jeweils um eine vertikale Achse drehbar und zusätzlich an einem Ende in Richtung zur Drehachse am anderen Ende hin- und herverschiebbar gelagert sind, ergibt sich für jede Verkleidungsplatte eine statisch bestimmte Lagerung ohne Einwirkung von Momenten an der Unterkonstruktion. Wenn die Tragprofile mit ihren Halte­stegen abweichend von der Horizontalen unter einem Winkel zu dieser, insbesondere vertikal verlaufend angeordnet sind, wird das Eigengewicht jeder Verkleidungsplatte getrennt abgestützt. Dadurch können keine Zwängungskräfte auf die Verkleidungsplatte durch Verformungen der Unterkonstruktion oder durch Windbelastung oder thermische Verformungen einwirken, da keine Momente übertragen werden können. Somit werden durch die Stege keine großen Kräfte auf die die Nuten in der Verkleidungsplatte begrenzenden Randbereiche übertragen, so daß ein Ausbrechen dieser Randbereiche zuverlässig verhindert wird.If, in a further development of the invention, the support profiles are rotatably supported at both ends about a vertical axis and additionally can be slid back and forth at one end in the direction of the axis of rotation at the other end, this results in a statically determined mounting for each cladding panel without the action of moments the substructure. If the support profiles are arranged with their retaining webs deviating from the horizontal at an angle to it, in particular running vertically, the dead weight of each cladding panel is supported separately. As a result, no constraining forces can act on the cladding panel due to deformations of the substructure or due to wind loads or thermal deformations, since no moments can be transmitted. Thus, the webs do not transmit large forces to the edge regions delimiting the grooves in the cladding panel, so that these edge regions are reliably prevented from breaking out.

Bei einer anderen Weiterbildung bildet der Verlängerungssteg zusammen mit einem Haltesteg eine L-Form, wenn das Tragprofil an der Oberkante der obersten oder der Unterkante der untersten Verkleidungsplatte angeordnet werden soll. Dagegen bildet der Verlängerungssteg mit zwei sich an seinem Ende entgegengesetzt erstreckenden Haltestegen eine T-Form, wenn das Tragprofil zur Halterung zweier nebeneinander angeordneter Verkleidungsplatten verwendet werden soll.In another development, the extension web forms an L-shape together with a retaining web if the support profile is to be arranged on the top edge of the top or the bottom edge of the bottom cladding panel. On the other hand, the extension web with two holding webs extending in opposite directions at its end forms a T-shape when the supporting profile for holding two next to one another arranged cladding panels should be used.

Bei einer alternativen Weiterbildung ergibt sich aufgrund der U-förmigen Ausbildung des Tragprofils, welches mit seinen U-Schenkeln das zugeordnete Lagerprofil umgreift, eine hohe Verwindungssteifigkeit, so daß große Abstände zwischen Pfosten oder Riegeln einer Fassadenkonstruktion überbrückt werden können, ohne daß eine unzulässige Verformung der Tragprofile erfolgt.In an alternative development, due to the U-shaped design of the support profile, which encompasses the associated bearing profile with its U-legs, a high torsional stiffness is achieved, so that large distances between posts or transoms of a facade construction can be bridged without undue deformation of the Support profiles are carried out.

Die Ausbildung einer Lagerdrehachse als Loslager mit einer Verschieblichkeit in Richtung der Längsachse des Tragprofils zu der zugeordneten anderen Lagerdrehachse hin oder von dieser weg
dient dazu, Verformungen in der Unterkonstruktion und/oder den Verkleidungsplatten aufnehmen zu können, ohne dabei Momente auf die Verkleidungsplatten zu übertragen. Aufgrund dieser Ausbildung ist es, wenn Haltestege nur in zwei gegenüberliegenden Aufnahmenuten jeder Verkleidungsplatte eingreifen, möglich, die Innenwände der Aufnahmenuten auf den Haltestegen durchgehend zwängungsfrei abzustützen. Um die Zwängungsfreiheit noch sicherer zu machen, sind bevorzugt Streifen oder Profile aus elastischem Material wie Gummi oder Kunststoff vorgesehen, die auf den Haltestegen angeordnet werden und auf denen sie die Seitenwände der Aufnahmenuten abstützen.The formation of a bearing axis of rotation as a floating bearing with a displaceability in the direction of the longitudinal axis of the support profile towards or away from the associated other bearing axis of rotation
is used to absorb deformations in the substructure and / or the cladding panels without transmitting moments to the cladding panels. Because of this design, it is possible, if retaining webs only engage in two opposite receiving grooves of each cladding panel, to support the inner walls of the receiving grooves on the retaining webs without any constraint. In order to make the freedom from constraint even more secure, strips or profiles made of elastic material such as rubber or plastic are preferably provided, which are arranged on the holding webs and on which they support the side walls of the receiving grooves.

Die Erfindung wird nachstehend anhand eines Ausführungsbeispiels näher erläutert. Es zeigt:

  • Fig. 1 einen Schnitt durch ein Tragprofil mit zwei daran angeordneten Fassadenverkleidungs­platten aus Stein und
  • Fig. 2 einen Schnitt längs der Linie II-II von Fig. 1.
The invention is explained in more detail below using an exemplary embodiment. It shows:
  • Fig. 1 shows a section through a support profile with two facade cladding stone and arranged thereon
  • 2 shows a section along the line II-II of FIG. 1st

Fig. 1 zeigt einen Fassadenpfosten 10, an welchem über ein Lagerprofil 12 ein Tragprofil 14 befestigt ist. Wie aus Fig. 2 zu ersehen ist, sind an dem Lagerprofil 12 Tragprofile 14 und 16 befestigt, um nebeneinander angeordnete Fassadenverkleidungsplatten 18, 20 aus Stein zu tragen. Bei dem in Fig. 1 gezeigten Schnitt ist unter der Verkleidungsplatte 18 eine weitere Verkleidungsplatte 22 angeordnet. Das Tragprofil 14 ist wie das Tragprofil 16 statisch bestimmt an Lagerprofilen 12 angeordnet, d.h. ein Ende des Tragprofils ist über ein Loslager 22 an dem Lagerprofil 12 befestigt, während das andere Ende des Tragprofils 14 wie das Ende des Tragprofils 16 über ein Festlager 24 an einem Lagerprofil befestigt ist. Das Festlager 24 ist derart ausgebildet, daß das Tragprofil 16 eine Drehbewegung um einen Lagerzapfen 26 vornehmen kann, während das Loslager 22 derart ausgebildet ist, daß jedes Tragprofil an einem Bolzen 28 verschiebbar ist, damit durch Bewegungen der Fassadenkonstruktion keine Zwängungskräfte in die Tragprofile 14 bzw. 16 eingeleitet werden können. Das Tragprofil 14 weist im Bereich des Loslagers 22 ein Langloch 30 auf, in welchem der Bolzen 28 aufgenommen ist. Das Lagerprofil 12 ist über Schrauben 32 an dem Pfosten 10 angeschraubt. Das Tragprofil 14 ist im Querschnitt U-förmig ausgebildet mit einer Basis 34 und zwei senkrecht dazu verlaufenden Schenkeln 36, 38. Die Schenkel 36 und 38 übergreifen das Lagerprofil 12. An der Außenseite der Basis 34 ist in Fortsetzung des Schenkels 38 eine Verlängerung 40 angeformt, an deren Ende zwei senkrecht dazu verlaufende Stege 42 bzw. 44 angeformt sind. Der Steg 42 dient der Abstützung der Verkleidungsplatte 18, während der Steg 44 die Verkleidungsplatte 22 am oberen Rand fixiert. An dem in Fig. 2 gezeigten Tragprofil 16 stützt ein Steg 46 die Verkleidungsplatte 20 ab.Fig. 1 shows a facade post 10 to which a support profile 14 is attached via a bearing profile 12. As can be seen from FIG. 2, support profiles 14 and 16 are fastened to the bearing profile 12 in order to support stone cladding panels 18, 20 arranged next to one another. In the section shown in FIG. 1, a further covering plate 22 is arranged under the covering plate 18. The support profile 14, like the support profile 16, is arranged statically determined on bearing profiles 12, i.e. one end of the support profile is fastened to the bearing profile 12 via a floating bearing 22, while the other end of the support profile 14, like the end of the support profile 16, is fastened to a bearing profile via a fixed bearing 24. The fixed bearing 24 is designed such that the support profile 16 can make a rotary movement about a bearing pin 26, while the floating bearing 22 is designed such that each support profile is displaceable on a bolt 28, so that no movements of the facade construction forces in the support profiles 14 or 16 can be initiated. The support profile 14 has in the area of the floating bearing 22 an elongated hole 30 in which the bolt 28 is received. The bearing profile 12 is screwed to the post 10 by means of screws 32. The support profile 14 is U-shaped in cross-section with a base 34 and two legs 36, 38 running perpendicular to it. The legs 36 and 38 overlap the bearing profile 12. An extension 40 is formed on the outside of the base 34 in continuation of the leg 38 , at the end of which two webs 42 and 44 running perpendicular to it are formed. The web 42 serves to support the trim panel 18, while the web 44 fixes the trim panel 22 at the upper edge. A web 46 supports the cladding panel 20 on the support profile 16 shown in FIG. 2.

In einem Abstand von etwa 100 mm von der senkrechten Randfläche 48 der Verkleidungsplatte 20 ist ein Fixierprofil 50 auf den Steg 46 aufgesteckt. Das Fixierprofil 50 weist eine Länge von etwa 150 mm auf. Ein entsprechendes Fixierprofil ist an dem anderen Eckbereich der Verkleidungs­platte 20 auf dem Steg 46 angeordnet. Die Verkleidungsplatte 18 stützt sich über ein Fixierprofil 52 auf den Steg 42 des Tragprofils 14 ab. Ein zweites Fixierprofil ist an dem gegenüberliegenden Eckbereich der Verkleidungsplatte 18 auf dem Steg 42 angeordnet. Die Verkleidungsplatten 18, 20 und 22 weisen an den Randflächen Nuten 54, 56 bzw. 58 auf, in welche die Stege 42, 46 bzw. 44 der Tragprofile 14 und 16 eingreifen. Der von den Wänden der Nuten 54, 56 bzw. 58 und den Stegen 42, 46 bzw. 44 abgegrenzte Raum ist mit einem Silikonkleber 60, 62 bzw. 64 ausgefüllt. Über den Silikonkleber erfolgt eine Verklebung der Verkleidungsplatten mit den Tragprofilen. Sollte durch äußere Krafteinwirkung eine Verkleidungsplatte brechen, so werden über die Verklebung die Bruchstücke an den Tragprofilen gehalten, so daß sie nicht herabfallen und Sachen beschädigen oder Personen verletzen können.At a distance of about 100 mm from the vertical edge surface 48 of the cladding panel 20 is a fixing profile 50 plugged onto the web 46. The fixing profile 50 has a length of approximately 150 mm. A corresponding fixing profile is arranged on the other corner region of the cladding panel 20 on the web 46. The cladding panel 18 is supported on the web 42 of the support profile 14 via a fixing profile 52. A second fixing profile is arranged on the opposite corner region of the cladding panel 18 on the web 42. The cladding panels 18, 20 and 22 have on the edge surfaces grooves 54, 56 and 58, in which the webs 42, 46 and 44 of the support profiles 14 and 16 engage. The space delimited by the walls of the grooves 54, 56 and 58 and the webs 42, 46 and 44 is filled with a silicone adhesive 60, 62 and 64. The cladding panels are glued to the support profiles using the silicone adhesive. Should a cladding plate break due to external force, the fragments are held on the support profiles via the adhesive so that they do not fall down and damage things or injure people.

Um ein Eindringen von Feuchtigkeit in die Nuten zu verhindern, weisen diese an den freien Stirnseiten eine Wetterversiegelung 66, 68 auf. Diese Versiegelung kann vorzugsweise aus einem Silikonmaterial bestehen.In order to prevent moisture from penetrating into the grooves, they have a weather seal 66, 68 on the free end faces. This seal can preferably consist of a silicone material.

Claims (15)

1. Halterungsanordnung für vorgehängte Fassadenverkleidungs­platten (18, 20, 22) aus Stein oder einem ähnlichen Material mit Tragprofilen (14, 16), die mit Haltestegen (42, 44, 46) in Aufnahmenuten (54, 56, 58) in zwei gegenüberliegenden Randflächen der Verkleidungsplatten in diesen durchlaufend eingreifen, wobei auf den Haltestegen (42, 44, 46) in den Eckbereichen der Verkleidungsplatten Fixierprofile (50, 52) aufgesteckt sind und die verbleibenden Zwischenräume zwischen den Haltestegen und den Wänden der Aufnahmenuten durchlaufend mit einem Klebstoff (60, 62, 64) ausgefüllt sind.1. Bracket arrangement for curtain wall cladding panels (18, 20, 22) made of stone or a similar material with support profiles (14, 16) with retaining webs (42, 44, 46) in receiving grooves (54, 56, 58) in two opposite edge surfaces of the cladding plates engage in them continuously, fixing profiles (50, 52) being attached to the holding webs (42, 44, 46) in the corner regions of the cladding panels and the remaining spaces between the holding webs and the walls of the receiving grooves being continuously covered with an adhesive (60, 62, 64) are filled out. 2. Halterungsanordnung nach Anspruch 1, bei welcher die Fixierprofile (50, 52) eine Länge von ca. 150 mm aufweisen und im Abstand von ca. 100 mm von den Ecken der Verkleidungsplatten angeordnet sind.2. Bracket arrangement according to claim 1, wherein the fixing profiles (50, 52) have a length of approximately 150 mm and are arranged at a distance of approximately 100 mm from the corners of the cladding panels. 3. Halterungsanordnung nach Anspruch 1 oder 2, bei welcher der Klebstoff (60, 62, 64) dukti, wasserfest und temperaturbeständig ist.3. Holder arrangement according to claim 1 or 2, wherein the adhesive (60, 62, 64) is ductile, waterproof and temperature-resistant. 4. Halterungsanordnung nach einem der vorhergehenden Ansprüche, bei welcher die Fixierprofile elastisch ausgebildet sind.4. Bracket arrangement according to one of the preceding claims, in which the fixing profiles are elastic. 5. Halterungsanordnung nach einem der vorhergehenden Ansprüche, bei welcher der Klebstoff ein Silikonkleber ist.5. Holder arrangement according to one of the preceding claims, wherein the adhesive is a silicone adhesive. 6. Halterungsanordnung nach einem der vorhergehenden Ansprüche, bei welcher die Fixierprofile aus Silikon bestehen.6. Bracket arrangement according to one of the preceding claims, in which the fixing profiles consist of silicone. 7. Halterungsanordnung nach einem der Ansprüche 1 bis 6, bei welcher die Nuten (54, 56) in den Verkleidungsplatten (18, 20) an den Stirnseiten mit einer Versiegelung (66, 68) versehen sind.7. Bracket arrangement according to one of claims 1 to 6, wherein the grooves (54, 56) in the cladding panels (18, 20) are provided on the end faces with a seal (66, 68). 8. Halterungsanordnung nach einem der Ansprüche 1 bis 7, bei welcher jedes Tragprofil (14, 16) in seinen Endbereichen jeweils mit einer Lagerdrehachse (22, 24) eines Lagerprofils (12), die senkrecht zu den Haltestegen (42, 44, 46) des Tragprofils (14, 16) parallel zu deren gemeinsamen Ebene angeordnet ist, verbunden ist, von denen eine Lagerdrehachse (22) zusätzlich als Loslager in Richtung der Längsachse des Tragprofils (14, 16) längsverschieblich ist.8. Bracket arrangement according to one of claims 1 to 7, in which each support profile (14, 16) in its end regions each with a bearing axis of rotation (22, 24) of a bearing profile (12) perpendicular to the holding webs (42, 44, 46) of the support profile (14, 16) is arranged parallel to their common plane, of which a bearing axis of rotation (22) is additionally longitudinally displaceable as a floating bearing in the direction of the longitudinal axis of the support profile (14, 16). 9. Halterungsanordnung nach einem der vorhergehenden Ansprüche, bei welcher jedes Tragprofil (14, 16) im Querschnitt U-förmig mit einer Basis (34) und zwei dazu senkrechten Schenkeln (36, 38) ausgebildet ist, ein Schenkel (38) einen sich über die Basis (34) hinaus erstreckenden Verlängerungssteg (40) aufweist und sich mindestens ein Haltesteg (42, 44) am Ende des Verlängerungssteges (40) senkrecht zu diesem erstreckt.9. Bracket arrangement according to one of the preceding claims, wherein each support profile (14, 16) in cross-section is U-shaped with a base (34) and two legs (36, 38) perpendicular thereto, one leg (38) one over the base (34) has an extension web (40) that extends and at least one holding web (42, 44) extends perpendicular to the end of the extension web (40). 10. Halterungsanordnung nach Anspruch 9, bei welcher die U-Schenkel (36, 38) der Tragprofile (14, 16) die Lagerprofile (12) umgreifen.10. Bracket arrangement according to claim 9, wherein the U-legs (36, 38) of the support profiles (14, 16) encompass the bearing profiles (12). 11. Halterungsanordnung nach einem der Ansprüche 8 bis 10, bei welcher die als Loslager ausgebildete Lagerdrehachse (22) eine Langlochanordnung (30) aufweist, die im zugeordneten Lagerprofil (12) und/oder Endbereich der Schenkel ausgebildet ist.11. Bracket arrangement according to one of claims 8 to 10, wherein the bearing axis of rotation (22) designed as a floating bearing has an elongated hole arrangement (30) in the associated bearing profile (12) and / or end region of the Leg is formed. 12. Halterungsanordnung nach einem der vorhergehenden Ansprüche, bei welcher die Lagerprofile (12) mit den Pfosten oder Riegeln verschraubt sind.12. Bracket arrangement according to one of the preceding claims, wherein the bearing profiles (12) are screwed to the mullions or transoms. 13. Halterungsanordnung nach einem der vorhergehenden Ansprüche, bei welcher die Tragprofile (14, 16) aus Metall wie Aluminium oder Edelstahl bestehen.13. Bracket arrangement according to one of the preceding claims, wherein the support profiles (14, 16) consist of metal such as aluminum or stainless steel. 14. Halterungsanordnung nach einem der vorhergehenden Ansprüche, bei welcher die Tragprofile sich horizontal erstreckend an einer Gebäudeaußenwandkonstruktion oder Pfosten oder Riegeln einer Fassadenkonstruktion ange­bracht werden.14. Bracket arrangement according to one of the preceding claims, in which the support profiles are horizontally extending attached to a building outer wall construction or posts or transoms of a facade construction. 15. Halterungsanordnung nach einem der vorhergehenden Ansprüche, bei welcher das Eigengewicht der Verkleidungs­platten unabhängig von den Haltestegen der Tragprofile abgestützt wird.15. Bracket arrangement according to one of the preceding claims, in which the dead weight of the cladding panels is supported independently of the retaining webs of the support profiles.
EP90114179A 1989-08-03 1990-07-24 Device to support hanging stone plates for façade covering Expired - Lifetime EP0411442B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT90114179T ATE84102T1 (en) 1989-08-03 1990-07-24 SUPPORT ASSEMBLY FOR SUSPENDED STONE CLADDING PANELS.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3925785 1989-08-03
DE3925785 1989-08-03

Publications (3)

Publication Number Publication Date
EP0411442A2 true EP0411442A2 (en) 1991-02-06
EP0411442A3 EP0411442A3 (en) 1991-07-24
EP0411442B1 EP0411442B1 (en) 1992-12-30

Family

ID=6386488

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90114179A Expired - Lifetime EP0411442B1 (en) 1989-08-03 1990-07-24 Device to support hanging stone plates for façade covering

Country Status (5)

Country Link
EP (1) EP0411442B1 (en)
AT (1) ATE84102T1 (en)
DE (1) DE59000685D1 (en)
ES (1) ES2038022T3 (en)
HK (1) HK57894A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2710358A1 (en) * 1993-09-21 1995-03-31 Estrampes Jean Pierre Façade system composed of facing slabs and intended in particular for the production of façades of the curtain or double wall type forming an external cladding on a first wall
ES2156525A1 (en) * 1999-01-15 2001-06-16 Eurogramco S L System for attaching stone slabs to the facades of buildings.
ES2303439A1 (en) * 2006-05-05 2008-08-01 Mecanismos, Anclajes Y Sistemas Autoportantes, S.L. Device for the anchorage of covering plates for building facades (Machine-translation by Google Translate, not legally binding)
CN101603359B (en) * 2009-06-25 2011-04-06 桂林市临桂永钜石业有限公司 Dry-hang stone slab and quick dry-hang method thereof
CN102936948A (en) * 2012-11-23 2013-02-20 易科美德（天津）环保建材有限公司 Quick mounting connecting member of low-carbon board decorative facing and quick mounting method of low-carbon board decorative facing
CN105201173A (en) * 2015-10-22 2015-12-30 黄徐刚 Decoration bracket assembly
CN106245836A (en) * 2016-08-26 2016-12-21 天津住宅集团建材科技有限公司 A kind of suspension member being applicable to little column stone material
EP3348743B1 (en) * 2017-01-14 2019-07-24 Regina Hertkorn Connection system for creating a link between building elements
DE102021006410A1 (en) 2021-12-29 2023-06-29 Klaus Peter Abel Fastening system for arranging profile supports on thermally insulated building and facade constructions

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4319808C1 (en) * 1993-06-15 1994-07-28 Schott Glaswerke Process for the production of natural stone-like, plate-shaped construction and decoration materials

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3561182A (en) * 1969-03-11 1971-02-09 Joseph Madl Panel support system for building structures
EP0089262A1 (en) * 1982-03-12 1983-09-21 Societe D'etudes Techniques Et D'entreprises Generales Sodeteg Construction method for a building, and panels for carrying out this method
FR2553454A1 (en) * 1983-10-14 1985-04-19 Rocamat Sa Device for covering walls, floors, furniture and similar applications
AT381747B (en) * 1983-03-28 1986-11-25 Bach Ges M B H Geb DEVICE FOR FASTENING FACADE PANELS
DE3810200A1 (en) * 1988-03-25 1989-10-12 Hahn Glasbau Structural element for a facade cladding, and a facade cladding produced from such structural elements

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3561182A (en) * 1969-03-11 1971-02-09 Joseph Madl Panel support system for building structures
EP0089262A1 (en) * 1982-03-12 1983-09-21 Societe D'etudes Techniques Et D'entreprises Generales Sodeteg Construction method for a building, and panels for carrying out this method
AT381747B (en) * 1983-03-28 1986-11-25 Bach Ges M B H Geb DEVICE FOR FASTENING FACADE PANELS
FR2553454A1 (en) * 1983-10-14 1985-04-19 Rocamat Sa Device for covering walls, floors, furniture and similar applications
DE3810200A1 (en) * 1988-03-25 1989-10-12 Hahn Glasbau Structural element for a facade cladding, and a facade cladding produced from such structural elements

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2710358A1 (en) * 1993-09-21 1995-03-31 Estrampes Jean Pierre Façade system composed of facing slabs and intended in particular for the production of façades of the curtain or double wall type forming an external cladding on a first wall
ES2156525A1 (en) * 1999-01-15 2001-06-16 Eurogramco S L System for attaching stone slabs to the facades of buildings.
ES2303439A1 (en) * 2006-05-05 2008-08-01 Mecanismos, Anclajes Y Sistemas Autoportantes, S.L. Device for the anchorage of covering plates for building facades (Machine-translation by Google Translate, not legally binding)
CN101603359B (en) * 2009-06-25 2011-04-06 桂林市临桂永钜石业有限公司 Dry-hang stone slab and quick dry-hang method thereof
CN102936948A (en) * 2012-11-23 2013-02-20 易科美德（天津）环保建材有限公司 Quick mounting connecting member of low-carbon board decorative facing and quick mounting method of low-carbon board decorative facing
CN105201173A (en) * 2015-10-22 2015-12-30 黄徐刚 Decoration bracket assembly
CN106245836A (en) * 2016-08-26 2016-12-21 天津住宅集团建材科技有限公司 A kind of suspension member being applicable to little column stone material
CN106245836B (en) * 2016-08-26 2019-07-16 天津住宅集团建材科技有限公司 A kind of pendant suitable for small column stone material
EP3348743B1 (en) * 2017-01-14 2019-07-24 Regina Hertkorn Connection system for creating a link between building elements
DE102021006410A1 (en) 2021-12-29 2023-06-29 Klaus Peter Abel Fastening system for arranging profile supports on thermally insulated building and facade constructions

Also Published As

Publication number Publication date
EP0411442A3 (en) 1991-07-24
ES2038022T3 (en) 1993-07-01
EP0411442B1 (en) 1992-12-30
ATE84102T1 (en) 1993-01-15
DE59000685D1 (en) 1993-02-11
HK57894A (en) 1994-06-17

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