EP2186966A2 - Facade construction - Google Patents

Facade construction Download PDF

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Publication number
EP2186966A2
EP2186966A2 EP09014200A EP09014200A EP2186966A2 EP 2186966 A2 EP2186966 A2 EP 2186966A2 EP 09014200 A EP09014200 A EP 09014200A EP 09014200 A EP09014200 A EP 09014200A EP 2186966 A2 EP2186966 A2 EP 2186966A2
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EP
European Patent Office
Prior art keywords
substructure
holes
flange
vertical
row
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
EP09014200A
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German (de)
French (fr)
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EP2186966A3 (en
EP2186966B1 (en
Inventor
Rudolf Wagner
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.)
Moeding Keramikfassaden GmbH
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Moeding Keramikfassaden GmbH
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Publication of EP2186966A2 publication Critical patent/EP2186966A2/en
Publication of EP2186966A3 publication Critical patent/EP2186966A3/en
Application granted granted Critical
Publication of EP2186966B1 publication Critical patent/EP2186966B1/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
    • 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
    • E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
    • E04F13/0821—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements
    • 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
    • E04F13/14—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 stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
    • E04F13/142—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 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 ceramics or clays
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2203/00—Specially structured or shaped covering, lining or flooring elements not otherwise provided for
    • E04F2203/04—Specially structured or shaped covering, lining or flooring elements not otherwise provided for comprising a plurality of internal elongated cavities arranged in substantially parallel rows

Definitions

  • the invention relates to a facade construction according to the preamble of claim 1,
  • facade structures with a formed with a vertical and / or horizontal support sections substructure, which are arranged in front of a building wall or fixed in place in the ground or in the building wall. Façade panels of ceramic material, preferably clay material, are fastened to the substructure via panel holders.
  • the plate holder are generally H-shaped in cross-section, that is, they have an upwardly open U-profile and a downwardly open U-profile recording.
  • the facade panels are inserted into the panel holders so that they engage with their constitutionalfalz in the upwardly open U-receptacles and with their Kopffalz in the downwardly open U-recordings of the plate holder.
  • the H-shaped plate holder are secured in the vertical support profiles by screws.
  • the vertical support profiles are designed as T-profiles
  • your rear flange is turned to the building wall and fixed there via appropriate support to horizontal support profiles of the substructure or directly to the wall.
  • the front T-flange is used to screw the plate holder. So far there are three systems in practice in connection with the screw fastening. In the one case is the Mounting flange of the T-profile unperforated. In the other case, mounting holes are already arranged in the mounting flange in a grid arrangement in a vertical row of holes. Thus, the position of the plate holder can not be adjusted continuously, but only in the grid dimension of the row of holes.
  • an undercut insertion channel for the plate holders is formed on the front of the mounting flange of the vertical T-ProfiJs.
  • the mounting hole is drilled on the site, In the undercut slot the plate holder must be threaded respectively from the top and from the bottom, which makes installation difficult.
  • Object of the present invention is to provide an improved facade construction, which allows easy attachment and alignment of the plate holder.
  • a facade construction preferably curtain ventilated facade construction with a substructure formed from vertical and / or horizontal support profiles, which is arranged in front of a building wall and / or anchored in the ground or in the building wall, with facade panels of ceramic material, preferably clay material, the are fastened to the substructure via plate holders.
  • the plate holders each have at their front at least one receptacle for a lower edge, preferably constitutionalfalz a facade panel, or an upper edge, preferably Kopffalz a facade panel and at its rear a mounting flange for attachment to the substructure.
  • the substructure has a vertical flange in which a vertical row of holes formed by a plurality of slots arranged one above the other, wherein the slots each extend at an acute angle to the horizontal and are arranged parallel to each other, and the row of holes between two parallel guide ribs is arranged, which project from the vertical flange to the front.
  • the mounting flange of the plate holder between the guide ribs is engaging and has at least one elongated hole which extends at an angle to the horizontal, which is not identical to the angle of several of the slots, preferably all the slots in the vertical Flange of the substructure formed slot row, so that the slot in the mounting flange of the plate holder with at least one of the slots of the row of holes of the vertical flange of the substructure crosses. It is hereby provided that in the crossing region of the elongated holes for fastening the mounting flange of the plate holder to the front flange of the substructure, a fastening element can be inserted and / or fixed.
  • Essential in the invention is that in the vertical support profile of the substructure one or more vertical rows of holes are arranged, each consisting of parallel oblique slots. If these slots are arranged in opposite directions to the slot in the mounting flange of the plate holder, can be adjusted in the entire height range of each slot of the vertical support profile of the intersection with the slot of the mounting flange of the plate holder, as long as the fastener is not inserted, the plate holder in its height position displaced is. During this displacement of the plate holder, the point of intersection of the two elongated holes in the elongated hole of the vertical profile moves up or down. Once the fastener is inserted, the crossing point is fixed. In this way, so the plate holder are attached to the vertical support profiles of the stationary substructure.
  • the position of the plate holder can be adjusted at least in sections continuously and it is also not necessary to drill on the construction site.
  • the attachment can be made by any Attachment made, which is simply plugged into the respective crossing point of the slots.
  • the crossing point can, as described above, be adjusted continuously in its height position by vertically displacing the guided between the guide ribs plate holder before the fastener is inserted. After inserting the fastener, the position of the plate holder is fixed.
  • a significant advantage of preferred embodiments of the invention thus consists in the at least partially stepless adjustability of the height position and the attachment of the plate holder.
  • a rivet is preferably used for the attachment of the plate holder on the support profile.
  • a rivet gun is used as a tool for fixing the plate holder but also a preferably self-drilling screw can be used.
  • a cordless screwdriver is preferably used as a tool.
  • the angle of the slot in the mounting flange of the plate holder is formed in the opposite direction to the angle of the slots of the row of holes in the vertical flange of the substructure.
  • the angle of the slots of the row of holes in the vertical flange of the substructure is + 45 ° or - 45 ° to the horizontal and / or that the angle of the slot in the mounting flange of the plate holder - 45 ° or + 45 ° to the horizontal.
  • the oblong holes of the slot row are arranged in the vertical flange of the substructure in a grid arrangement.
  • the slots of the row of holes in the vertical flange of the substructure cover a vertical portion of the vertical flange of the substructure, which is equal to the grid spacing or smaller than the grid spacing of the slots.
  • the grid spacing may preferably be less than or equal to the sum of the width of the oblong hole and the quotient of the grid spacing and twice the sine of the width of the oblong hole.
  • the plate holder can be mounted in any height position on the substructure.
  • the fastening element is designed as a fastening screw or fastening pin, for example a bolt or rivet.
  • the fastening element is designed so that a pressing and / or clamping connection is realized in the intersection of the slots and the mounting flange of the plate holder is pressed against the vertical flange of the substructure, so that the mounting flange of the plate holder and the vertical flange between each two stops held together.
  • a rivet is used as a fastener. It can also be advantageous to work with self-drilling screws. In principle, screws with nuts can also be used
  • the width of the oblong hole of the mounting flange of the plate holder is the same as the width of the slot of the row of holes in the vertical flange of the substructure and this width corresponds to the diameter of the fastener. It is assumed that these are in each case nominal dimensions and that a clearance fit is formed between the nominal dimensions, so that the fastening element can be used without the aid of a tool, for example a hammer.
  • Fig. 1 shows a facade structure 1 with arranged on a substructure on a building wall 11 facade panels 12.
  • the substructure is formed from vertical support profiles 4, which are attached to the building wall 11.
  • the building wall 11 is preferably an outer wall of a building.
  • the facade panels 12 are suspended on plate holders 13, which are fixed to the vertical support profiles 14.
  • the facade panels 12 form in front of the building wall 11 superimposed rows.
  • the vertical support profiles 4 are connected via mounting bracket 15 with the building wall 11.
  • a T-profile support In which formed as a front T-flange vertical flange 14 are as in Fig. 2 to recognize, two vertical rows of holes 16 formed from oblong holes 14l each between two projecting guide ribs 14f, which are intended to fasten the plate holder 13.
  • the plate holder 13 are arranged in pairs in each height position to hold each adjacent facade panels 12.
  • the plate holder 13 in the in Fig. 4 As shown in the case of conventional plate holders, they are each designed as H-profile carriers.
  • the slots 16 of the rows of holes 16r of the vertical flange 14 each extend at an angle of 45 ° to the horizontal.
  • the slot 13l runs in the plate holder 13 in opposite directions, but also at an angle of 45 ° to the horizontal.
  • the plate holder 13 are fastened on the vertical flange 14 by fastening elements 17, which pass through the oblong holes 13l and 14l arranged one behind the other in the facade structure 1.
  • the pitch of the slots in the slot row of the vertical flange is 24 mm.
  • the slots do not extend over the entire grid spacing, but it remains between adjacent slots each a distance of 8.3 mm between the upper edge of the lower slot and the lower edge of the upper slot, so that in this of the slot uncovered area gives an adjustment level.
  • the grid spacing may be less than or equal to the sum of the width of the slot and the quotient of the Grid spacing and the double sine be the width of the slot.
  • the plate holder can be mounted in any height position on the substructure.
  • the Fig. 5a and 5b show the vertical flange 14 in FIG Fig. 2 with mounted plate holders 13 in different mounting positions.

Abstract

The facade construction (1) has a substructure formed by vertical and horizontal support profiles, which are arranged in front of a structure wall (11). The vertical and horizontal support profiles are fixed in base or in the structure wall. The substructure has a vertical flange (14) for fastening a disk holder (13) at the substructure. A vertical row of holes is formed from multiple slotted holes, which are arranged on top of each other.

Description

Die Erfindung betrifft eine Fassadenkonstruktion nach dem Oberbegriff des Anspruchs 1,The invention relates to a facade construction according to the preamble of claim 1,

Es sind Fassadenkonstruktionen mit einer mit einer aus vertikalen und/oder horizontalen Tragprofilen gebildeten Unterkonstruktion bekannt, die vor einer Gebäudewand angeordnet oder ortsfest im Boden oder in der Gebäudewand verankert sind. Fassadenplatten aus keramischem Material, vorzugsweise Tonmaterial, sind über Plattenhalter an der Unterkonstruktion befestigt.There are facade structures with a formed with a vertical and / or horizontal support sections substructure, which are arranged in front of a building wall or fixed in place in the ground or in the building wall. Façade panels of ceramic material, preferably clay material, are fastened to the substructure via panel holders.

Die Plattenhalters sind in der Regel im Querschnitt H-förmig, das heißt, sie haben eine nach oben offene U-Profilaufnahme und eine nach unten offene U-Profilaufnahme. Die Fassadenplatten werden in die Plattenhalter so eingesetzt, dass sie mit ihrem Fußfalz in die nach oben offenen U-Aufnahmen und mit ihrem Kopffalz in die nach unten offenen U-Aufnahmen der Plattenhalter eingreifen.The plate holder are generally H-shaped in cross-section, that is, they have an upwardly open U-profile and a downwardly open U-profile recording. The facade panels are inserted into the panel holders so that they engage with their Fußfalz in the upwardly open U-receptacles and with their Kopffalz in the downwardly open U-recordings of the plate holder.

Es ist bekannt, dass die H-förmigen Plattenhalter in den vertikalen Tragprofilen über Schrauben befestigt sind. In der Regel sind die vertikalen Tragprofile als T-Profile ausgebildet, Ihr hinterer Flansch ist zur Gebäudewand gewandt und dort über entsprechende Träger an horizontalen Tragprofilen der Unterkonstruktion oder unmittelbar an der Wand befestigt. Der vordere T-Flansch dient zur Verschraubung der Plattenhalter. Es gibt bislang in der Praxis drei Systeme in Verbindung mit der Schraubbefestigung. In dem einen Fall ist der Befestigungsflansch des T-Profils ungelocht. Der Plattenhalter wird in der jeweils gewählten Position durch Bohren auf der Baustelle befestigt, In dem anderen Fall sind bereits Befestigungslöcher in dem Befestigungsflansch in einer Rasteranordnung in einer vertikalen Lochreihe angeordnet. Damit kann die Position des Plattenhalters nicht stufenlos, sondern lediglich in dem Rastermaß der Lochreihe eingestellt werden. Bei dem dritten System ist auf der Vorderseite des Befestigungsflansch des vertikalen T-ProfiJs ein hinterschnittener Einschubkanal für die Plattenhalter ausgebildet. Zur Befestigung ist auch in diesem Falle erforderlich, dass das Befestigungsloch auf der Baustelle gebohrt wird, In den hinterschnittenen Einschubkanal muss der Plattenhalter jeweils vom oberen bzw. vom unteren Ende eingefädelt werden, was die Montage erschwert.It is known that the H-shaped plate holder are secured in the vertical support profiles by screws. In general, the vertical support profiles are designed as T-profiles, your rear flange is turned to the building wall and fixed there via appropriate support to horizontal support profiles of the substructure or directly to the wall. The front T-flange is used to screw the plate holder. So far there are three systems in practice in connection with the screw fastening. In the one case is the Mounting flange of the T-profile unperforated. In the other case, mounting holes are already arranged in the mounting flange in a grid arrangement in a vertical row of holes. Thus, the position of the plate holder can not be adjusted continuously, but only in the grid dimension of the row of holes. In the third system, an undercut insertion channel for the plate holders is formed on the front of the mounting flange of the vertical T-ProfiJs. For attachment is also required in this case that the mounting hole is drilled on the site, In the undercut slot the plate holder must be threaded respectively from the top and from the bottom, which makes installation difficult.

Aufgabe der vorliegenden Erfindung ist es, eine verbesserte Fassadenkonstruktion anzugeben, die eine einfache Befestigung und Ausrichtung des Plattenhalters ermöglicht.Object of the present invention is to provide an improved facade construction, which allows easy attachment and alignment of the plate holder.

Erfindungsgemäß wird diese Aufgabe mit dem Gegenstand des Anspruchs 1 gelöst. Es wird eine Fassadenkonstruktion, vorzugsweise vorgehängte hinterlüftete Fassadenkonstruktion vorgeschlagen mit einer aus vertikalen und/oder horizontalen Tragprofilen gebildeten Unterkonstruktion, die vor einer Gebäudewand angeordnet und/oder ortsfest im Boden oder in der Gebäudewand verankert ist, mit Fassadenplatten aus keramischem Material, vorzugsweise Tonmaterial, die über Plattenhalter an der Unterkonstruktion befestigt sind. Die Plattenhalter haben jeweils an ihrer Vorderseite mindestens eine Aufnahme für einen unteren Rand, vorzugsweise Fußfalz einer Fassadenplatte, oder einen oberen Rand, vorzugsweise Kopffalz einer Fassadenplatte und an ihrer Hinterseite einen Befestigungsflansch zur Befestigung an der Unterkonstruktion. Es ist hierbei vorgesehen, dass zur Befestigung des Plattenhalters an der Unterkonstruktion die Unterkonstruktion eine vertikalen Flansch aufweist, in welchem eine vertikale Lochreihe von mehreren übereinander angeordneten Langlöchern ausgebildet ist, wobei sich die Langlöcher jeweils in einem spitzen Winkel zur Horizontalen erstrecken und parallel zueinander angeordnet sind, und die Lochreihe zwischen zwei parallel verlaufenden Führungsrippen angeordnet ist, die von dem vertikalen Flansch nach vorne vorstehen. Ferner ist hierbei vorgesehen, dass der Befestigungsflansch des Plattenhalters zwischen den Führungsrippen eingreifend einsetzbar ist und mindestens ein Langloch aufweist, welches sich in einem Winkel zur Horizontalen erstreckt, der nicht identisch ist mit dem Winkel mehrerer der Langlöcher, vorzugsweise sämtlicher Langlöcher, der in dem vertikalen Flansch der Unterkonstruktion ausgebildeten Langlochreihe, so dass sich das Langloch in dem Befestigungsflansch des Plattenhalters mit mindestens einem der Langlöcher der Lochreihe des vertikalen Flansches der Unterkonstruktion kreuzt. Es ist hierbei vorgesehen, dass in den Kreuzungsbereich der Langlöcher zur Befestigung des Befestigungsflansches des Plattenhalters an dem vorderen Flansch der Unterkonstruktion ein Befestigungselement einsteckbar und/oder fixierbar ist.According to the invention, this object is achieved with the subject matter of claim 1. It is proposed a facade construction, preferably curtain ventilated facade construction with a substructure formed from vertical and / or horizontal support profiles, which is arranged in front of a building wall and / or anchored in the ground or in the building wall, with facade panels of ceramic material, preferably clay material, the are fastened to the substructure via plate holders. The plate holders each have at their front at least one receptacle for a lower edge, preferably Fußfalz a facade panel, or an upper edge, preferably Kopffalz a facade panel and at its rear a mounting flange for attachment to the substructure. It is hereby provided that for fixing the plate holder to the substructure, the substructure has a vertical flange in which a vertical row of holes formed by a plurality of slots arranged one above the other, wherein the slots each extend at an acute angle to the horizontal and are arranged parallel to each other, and the row of holes between two parallel guide ribs is arranged, which project from the vertical flange to the front. Furthermore, it is provided here that the mounting flange of the plate holder between the guide ribs is engaging and has at least one elongated hole which extends at an angle to the horizontal, which is not identical to the angle of several of the slots, preferably all the slots in the vertical Flange of the substructure formed slot row, so that the slot in the mounting flange of the plate holder with at least one of the slots of the row of holes of the vertical flange of the substructure crosses. It is hereby provided that in the crossing region of the elongated holes for fastening the mounting flange of the plate holder to the front flange of the substructure, a fastening element can be inserted and / or fixed.

Wesentlich bei der Erfindung ist, dass in dem vertikalen Tragprofil der Unterkonstruktion eine oder mehrere vertikale Lochreihen angeordnet sind, die jeweils aus parallelen schräg verlaufenden Langlöchern bestehen. Wenn diese Langlöcher gegensinnig zu dem Langloch im Befestigungsflansch des Plattenhalters angeordnet sind, kann im gesamten Höhenbereich jedes Langlochs des vertikalen Tragprofils der Kreuzungspunkt mit dem Langloch des Befestigungsflanschs des Plattenhalters eingestellt werden, indem solange das Befestigungselement noch nicht eingesetzt ist, der Plattenhalter in seiner Höhenposition verschiebbar ist. Bei dieser Verschiebung des Plattenhalters wandert der Kreuzungspunkt der beiden Langlöcher in dem Langloch des Vertikalprofils auf bzw. ab. Sobald das Befestigungselement eingesetzt ist, ist der Kreuzungspunkt festgesetzt. Auf diese Weise werden also die Plattenhalter an den vertikalen Tragprofilen der ortsfesten Unterkonstruktion befestigt.Essential in the invention is that in the vertical support profile of the substructure one or more vertical rows of holes are arranged, each consisting of parallel oblique slots. If these slots are arranged in opposite directions to the slot in the mounting flange of the plate holder, can be adjusted in the entire height range of each slot of the vertical support profile of the intersection with the slot of the mounting flange of the plate holder, as long as the fastener is not inserted, the plate holder in its height position displaced is. During this displacement of the plate holder, the point of intersection of the two elongated holes in the elongated hole of the vertical profile moves up or down. Once the fastener is inserted, the crossing point is fixed. In this way, so the plate holder are attached to the vertical support profiles of the stationary substructure.

Bei der vorliegenden Erfindung kann die Position des Plattenhalter zumindest abschnittsweise stufenlos eingestellt werden und es ist auch nicht erforderlich, auf der Baustelle zu bohren. Die Befestigung kann durch ein beliebiges Befestigungselement erfolgen, welches in den jeweiligen Kreuzungspunkt der Langlöcher einfach eingesteckt wird. Der Kreuzungspunkt kann, wie vorstehend beschrieben, in seiner Höhenposition durch vertikales Verschieben der zwischen den Führungsrippen geführten Plattenhalter stufenlos eingestellt werden, bevor das Befestigungselement eingesteckt ist. Nach dem Einstecken des Befestigungselements ist die Position des Plattenhalters festgesetzt.In the present invention, the position of the plate holder can be adjusted at least in sections continuously and it is also not necessary to drill on the construction site. The attachment can be made by any Attachment made, which is simply plugged into the respective crossing point of the slots. The crossing point can, as described above, be adjusted continuously in its height position by vertically displacing the guided between the guide ribs plate holder before the fastener is inserted. After inserting the fastener, the position of the plate holder is fixed.

Ein wesentlicher Vorteil bevorzugter Ausführungsbeispiele der Erfindung besteht somit in der zumindest abschnittsweise stufenlosen Einstellbarkeit der Höhenposition und der Befestigung der Plattenhalter. Für die Befestigung des Plattenhalters auf dem Tragprofil wird vorzugsweise ein Niet verwendet. Zur Montage des Niets wird als Werkzeug eine Nietzange verwendet. Zur Befestigung des Plattenhalters kann aber auch eine vorzugsweise selbstbohrende Schraube verwendet werden. Hierfür wird als Werkzeug vorzugsweise ein Akkuschrauber eingesetzt.A significant advantage of preferred embodiments of the invention thus consists in the at least partially stepless adjustability of the height position and the attachment of the plate holder. For the attachment of the plate holder on the support profile, a rivet is preferably used. To install the rivet, a rivet gun is used as a tool. For fixing the plate holder but also a preferably self-drilling screw can be used. For this purpose, a cordless screwdriver is preferably used as a tool.

Es kann vorgesehen sein, dass der Winkel des Langlochs in dem Befestigungsflansch des Plattenhalters gegensinnig zu dem Winkel der Langlöcher der Lochreihe in dem vertikalen Flansch der Unterkonstruktion ausgebildet ist.It can be provided that the angle of the slot in the mounting flange of the plate holder is formed in the opposite direction to the angle of the slots of the row of holes in the vertical flange of the substructure.

In einer vorteilhaften Ausbildung kann vorgesehen sein, dass der Winkel der Langlöcher der Lochreihe im vertikalen Flansch der Unterkonstruktion + 45 ° oder - 45 ° zur Horizontalen ist und/oder dass der Winkel des Langlochs in dem Befestigungsflansch des Plattenhalters - 45 ° bzw. + 45 ° zur Horizontalen ist.In an advantageous embodiment it can be provided that the angle of the slots of the row of holes in the vertical flange of the substructure is + 45 ° or - 45 ° to the horizontal and / or that the angle of the slot in the mounting flange of the plate holder - 45 ° or + 45 ° to the horizontal.

Weiter kann vorgesehen sein, dass die Langlöcher der Langlochreihe im vertikalen Flansch der Unterkonstruktion in einer Rasteranordnung angeordnet sind.It can further be provided that the oblong holes of the slot row are arranged in the vertical flange of the substructure in a grid arrangement.

Es ist weiter möglich, dass die Langlöcher der Lochreihe in dem vertikalen Flansch der Unterkonstruktion einen vertikalen Abschnitt des vertikalen Flansches der Unterkonstruktion überdecken, der gleich ist wie der Rasterabstand oder kleiner ist als der Rasterabstand der Langlöcher.It is also possible that the slots of the row of holes in the vertical flange of the substructure cover a vertical portion of the vertical flange of the substructure, which is equal to the grid spacing or smaller than the grid spacing of the slots.

Der Rasterabstand kann vorzugsweise kleiner oder gleich sein der Summe aus der Breite des Langlochs und dem Quotienten aus dem Rasterabstand und dem zweifachen Sinus der Breite des Langloches. In diesem Fall kann der Plattenhalter in jeder beliebigen Höhenposition auf der Unterkonstruktion montiert werden.The grid spacing may preferably be less than or equal to the sum of the width of the oblong hole and the quotient of the grid spacing and twice the sine of the width of the oblong hole. In this case, the plate holder can be mounted in any height position on the substructure.

Es kann vorgesehen sein, dass das Befestigungselement als Befestigungsschraube oder Befestigungsstift, zum Beispiel Bolzen oder Niet, ausgebildet ist. Vorzugsweise ist das Befestigungselement so ausgebildet, dass eine Press- und/oder Klemmverbindung in der Kreuzungsstelle der Langlöcher realisiert wird und der Befestigungsflansch des Plattenhalters an dem vertikalen Flansch der Unterkonstruktion angepresst wird, so dass der Befestigungsflansch des Plattenhalters und der vertikale Flansch jeweils zwischen zwei Anschlägen zusammengehalten werden. Vorzugsweise wird als Befestigungselement ein Niet verwendet. Es kann auch vorteilhaft mit selbstbohrenden Schrauben gearbeitet werden. Grundsätzlich können auch Schrauben mit Muttern verwendet werden,It can be provided that the fastening element is designed as a fastening screw or fastening pin, for example a bolt or rivet. Preferably, the fastening element is designed so that a pressing and / or clamping connection is realized in the intersection of the slots and the mounting flange of the plate holder is pressed against the vertical flange of the substructure, so that the mounting flange of the plate holder and the vertical flange between each two stops held together. Preferably, a rivet is used as a fastener. It can also be advantageous to work with self-drilling screws. In principle, screws with nuts can also be used

Weiter kann vorgesehen sein, dass die Breite des Langlochs des Befestigungsflansches des Plattenhalters gleich wie die Breite des Langlochs der Lochreihe im vertikalen Flansch der Unterkonstruktion ist und diese Breite dem Durchmesser des Befestigungselements entspricht. Dabei ist vorausgesetzt, dass es sich jeweils um Nennmaße handelt und dass zwischen den Nennmaßen eine Spielpassung ausgebildet ist, so dass das Befestigungselement ohne Zuhilfenahme eines Werkzeugs, beispielsweise eines Hammers, einsetzbar ist.It can further be provided that the width of the oblong hole of the mounting flange of the plate holder is the same as the width of the slot of the row of holes in the vertical flange of the substructure and this width corresponds to the diameter of the fastener. It is assumed that these are in each case nominal dimensions and that a clearance fit is formed between the nominal dimensions, so that the fastening element can be used without the aid of a tool, for example a hammer.

Die Erfindung wird nun anhand von Ausführungsbeispielen näher erläutert. Es zeigen

Fig. 1
eine erfindungsgemäße Fassadenkonstruktion in schematischer Darstellung;
Fig. 2
einen vertikalen Flansch der Unterkonstruktion der Fassadenkonstruktion in Fig. 1 in der Vorderansicht;
Fig. 3
eine Schnittansicht des Flansches entlang der Schnittlinie III-III in Fig. 2;
Fig. 4a
eine dreidimensionale schematische Darstellung eines Plattenhalters der Fassasdenkonstruktion in Fig. 1;
Fig. 4b
eine schematische Vorderansicht des Plattenhalters in Fig. 4a;
Fig. 5a
den vertikalen Flansch in Fig. 2 mit montierten Plattenhaltern in einer ersten Montageposition;
Fig. 5b
den vertikalen Flansch in Fig. 2 mit montierten Plattenhaltern in einer zweiten Montageposition.
The invention will now be explained in more detail with reference to exemplary embodiments. Show it
Fig. 1
a facade construction according to the invention in a schematic representation;
Fig. 2
a vertical flange of the substructure of the facade construction in Fig. 1 in front view;
Fig. 3
a sectional view of the flange along the section line III-III in Fig. 2 ;
Fig. 4a
a three-dimensional schematic representation of a plate holder Fassasdenkonstruktion in Fig. 1 ;
Fig. 4b
a schematic front view of the plate holder in Fig. 4a ;
Fig. 5a
the vertical flange in Fig. 2 with mounted plate holders in a first mounting position;
Fig. 5b
the vertical flange in Fig. 2 with mounted plate holders in a second mounting position.

Fig. 1 zeigt eine Fassadenkonstruktion 1 mit an einer Unterkonstruktion an einer Gebäudewand 11 angeordneten Fassadenplatten 12. Die Unterkonstruktion ist aus vertikalen Tragprofilen 4 gebildet, die an der Gebäudewand 11 befestigt sind. Bei der Gebäudewand 11 handelt es sich vorzugsweise um eine Außenwand eines Gebäudes. Die Fassadenplatten 12 sind an Plattenhaltern 13 aufgehangen, die an den vertikalen Tragprofilen 14 befestigt sind. Die Fassadenplatten 12 bilden vor der Gebäudewand 11 übereinander angeordnete Reihen. Die vertikalen Tragprofile 4 sind über Befestigungswinkel 15 mit der Gebäudewand 11 verbunden. Fig. 1 shows a facade structure 1 with arranged on a substructure on a building wall 11 facade panels 12. The substructure is formed from vertical support profiles 4, which are attached to the building wall 11. The building wall 11 is preferably an outer wall of a building. The facade panels 12 are suspended on plate holders 13, which are fixed to the vertical support profiles 14. The facade panels 12 form in front of the building wall 11 superimposed rows. The vertical support profiles 4 are connected via mounting bracket 15 with the building wall 11.

In dem dargestellten Ausführungsbeispiel handelt es sich bei dem vertikalen Tragprofil 4 um einen T-Profilträger, In dem als vorderen T-Flansch ausgebildeten vertikalen Flansch 14 sind, wie in Fig. 2 zu erkennen, zwei vertikale Lochreihen 16 aus Langlöchern 14l jeweils zwischen zwei vorstehenden Führungsrippen 14f ausgebildet, die zur Befestigung der Plattenhalter 13 bestimmt sind. Dies bedeutet, dass in jedem vertikalen Tragprofil auf dem vorderen Flansch 14 jeweils auf der linken Seite und auf der rechten Seite die Plattenhalter 13 befestigt werden können. Die Plattenhalter 13 werden in jeder Höhenposition jeweils paarweise angeordnet, um jeweils benachbarte Fassadenplatten 12 zu halten. Die Plattenhalter 13 in dem in Fig. 4 dargestellten Fall sind wie bei herkömmlichen Plattenhaltern jeweils als H-Profilträger ausgebildet. Sie bilden ein nach oben offenes U und ein nach unten offenes U zur Aufnahme des Fuß- bzw. Kopffalzes der Fassadenplatten 12. In dem hinteren Flansch, dem Befestigungsflansch, ist ein schräg verlaufendes Langloch 13l zur Befestigung in den Langlöchern 14l des vertikalen Flansches 14 ausgebildet. Das Langloch 13l ist unter einem Winkel von 45 ° zur Horizontalen geneigt.In the illustrated embodiment, it is in the vertical support section 4 to a T-profile support, In which formed as a front T-flange vertical flange 14 are as in Fig. 2 to recognize, two vertical rows of holes 16 formed from oblong holes 14l each between two projecting guide ribs 14f, which are intended to fasten the plate holder 13. This means that in each vertical support profile on the front flange 14 on the left side and on the right side, the plate holder 13 can be attached. The plate holder 13 are arranged in pairs in each height position to hold each adjacent facade panels 12. The plate holder 13 in the in Fig. 4 As shown in the case of conventional plate holders, they are each designed as H-profile carriers. They form an upwardly open U and a downwardly open U for receiving the foot or Kopffalzes the facade panels 12. In the rear flange, the mounting flange, an obliquely extending slot 13l is formed for attachment in the slots 14l of the vertical flange 14 , The slot 13l is inclined at an angle of 45 ° to the horizontal.

Bei dem in Fig. 2 dargestellten Ausführungsbeispiel erstrecken sich die Langlöcher 16 der Lochreihen 16r des vertikalen Flansches 14 jeweils mit einem Winkel von 45 ° zur Horizontalen. Wie in Fig. 4a und 4b zu erkennen, verläuft das Langloch 13l im Plattenhalter 13 gegensinnig, jedoch ebenfalls mit einem Winkel von 45° zur Horizontalen. Die Plattenhalter 13 sind durch Befestigungselemente 17, die die jeweils in der Fassadenkonstruktion 1 hintereinander angeordneten Langlöcher 13l und 14l durchgreifen, auf dem vertikalen Flansch 14 befestigt. Bei dem dargestellten Ausführungsbeispiel ist das Rastermaß der Langlöcher in der Langlochreihe des vertikalen Flansches 24 mm. In dem dargestellten Fall erstrecken sich die Langlöcher nicht jeweils über den gesamten Rasterabstand, sondern es verbleibt zwischen benachbarten Langlöchern jeweils ein Abstand von 8,3 mm zwischen der Oberkante des unteren Langlochs und der Unterkante des oberen Langlochs, so dass sich in diesem von den Langloch nicht abgedeckten Bereich eine Einstellstufe ergibt. Es ist jedoch auch möglich, den Rasterabstand und die Abmessungen der Langlöcher so zu wählen, dass Einstellstufen vermieden werden. Dazu kann der Rasterabstand kleiner oder gleich der Summe aus der Breite des Langlochs und dem Quotienten aus dem Rasterabstand und dem zweifachen Sinus der Breite des Langloches sein. In diesem Fall kann der Plattenhalter in jeder beliebigen Höhenposition auf der Unterkonstruktion montiert werden.At the in Fig. 2 illustrated embodiment, the slots 16 of the rows of holes 16r of the vertical flange 14 each extend at an angle of 45 ° to the horizontal. As in Fig. 4a and 4b to recognize the slot 13l runs in the plate holder 13 in opposite directions, but also at an angle of 45 ° to the horizontal. The plate holder 13 are fastened on the vertical flange 14 by fastening elements 17, which pass through the oblong holes 13l and 14l arranged one behind the other in the facade structure 1. In the illustrated embodiment, the pitch of the slots in the slot row of the vertical flange is 24 mm. In the illustrated case, the slots do not extend over the entire grid spacing, but it remains between adjacent slots each a distance of 8.3 mm between the upper edge of the lower slot and the lower edge of the upper slot, so that in this of the slot uncovered area gives an adjustment level. However, it is also possible to choose the grid spacing and the dimensions of the slots so that setting levels are avoided. For this purpose, the grid spacing may be less than or equal to the sum of the width of the slot and the quotient of the Grid spacing and the double sine be the width of the slot. In this case, the plate holder can be mounted in any height position on the substructure.

Die Fig. 5a und 5b zeigen den vertikalen Flansch 14 in Fig. 2 mit montierten Plattenhaltern 13 in unterschiedlichen Montagepositionen.The Fig. 5a and 5b show the vertical flange 14 in FIG Fig. 2 with mounted plate holders 13 in different mounting positions.

In der in Fig. 5a dargestellten Montageposition kreuzen sich die Langlöcher 13l und 14l mittig, so dass das Befestigungselement 17 ebenfalls eine mittige Lage einnimmt. In der in Fig. 5b dargestellten Montageposition sind die beiden Plattenhalter 13 weiter um einen Abstand Δ nach unten gerückt, wobei das Befestigungselement außermittig die Langlöcher 131 und 14l durchgreift, die sich nicht mehr mittig kreuzen. Als Befestigungselement 17 ist in dem in Fig. 5a und 5b dargestellten Ausführungsbeispiel eine Zylinderschraube vorgesehen. Diese Zylinderschraube kann mit einer Mutter verschraubt sein, um eine sichere Verbindung zwischen dem Plattenhalter 13 und dem vertikalen Flansch 14 zu erhalten. Anstelle der Zylinderschraube mit Mutter kann zur Befestigung des Plattenhalters auf dem Tragprofil auch eine selbstbohrende Schraube oder ein Niet verwendet werden. Mit der Verwendung der Nieten und selbstbohrenden Schrauben ergeben sich Montagevorteile.In the in Fig. 5a illustrated mounting position, the slots 13l and 14l intersect centrally, so that the fastener 17 also occupies a central position. In the in Fig. 5b shown mounting position, the two plate holder 13 further moved by a distance Δ down, the fastener eccentrically engages through the slots 131 and 14l, which no longer cross in the middle. As a fastener 17 is in the in Fig. 5a and 5b illustrated embodiment, a cylinder screw provided. This cylinder head screw may be bolted to a nut to provide a secure connection between the plate holder 13 and the vertical flange 14. Instead of the cylinder head screw with nut, a self-drilling screw or a rivet can be used to fasten the plate holder on the support profile. With the use of rivets and self-drilling screws mounting advantages arise.

BezugszeichenlisteLIST OF REFERENCE NUMBERS

11
Fassadenkonstruktionfacade construction
44
vertikales Tragprofilvertical support profile
1111
Gebäudewandbuilding wall
1212
Fassadenplattefacade panel
1313
Plattenhalterplate holder
1414
vertikaler Flanschvertical flange
14f14f
Führungsrippeguide rib
14l14l
LanglochLong hole
1515
Befestigungswinkelmounting brackets
1616
Lochreiherow of holes
1717
Befestigungselementfastener

Claims (7)

Fassadenkonstruktion (1), vorzugsweise vorgehängte hinterlüftete Fassadenkonstruktion,
mit einer aus vertikalen und/oder horizontalen Tragprofilen gebildeten Unterkonstruktion, die vor einer Gebäudewand angeordnet und/oder ortsfest im Boden oder in der Gebäudewand verankert ist,
mit Fassadenplatten (12) aus keramischem Material, vorzugsweise Tonmaterial, die über Plattenhalter (13) an der Unterkonstruktion befestigt sind,
wobei die Plattenhalter (13) jeweils an ihrer Vorderseite mindestens eine Aufnahme für einen unteren Rand, vorzugsweise Fußfalz einer Fassadenplatte, oder für einen oberen Rand, vorzugsweise Kopffalz einer Fassadenplatte und an ihrer Hinterseite einen Befestigungsflansch zur Befestigung an der Unterkonstruktion aufweisen,
dadurch gekennzeichnet,
dass zur Befestigung des Plattenhalters (13) an der Unterkonstruktion die Unterkonstruktion einen vertikalen Flansch (14) aufweist, in welchem eine vertikale Lochreihe (16) von mehreren übereinander angeordneten Langlöchern (14l) ausgebildet ist, wobei sich die Langlöcher (14l) jeweils winkelig, vorzugsweise in einem spitzen Winkel zur Horizontalen erstrecken und parallel oder winkelig zueinander angeordnet sind, und die Lochreihe (16) zwischen zwei parallel verlaufenden Führungsrippen (14f) angeordnet ist, die von dem vertikalen Flansch (14) nach vorne vorstehen;
dass der Befestigungsflansch des Plattenhalters (13) zwischen den Führungsrippen (14f) eingreifend einsetzbar ist und mindestens ein Langloch (13l) aufweist, welches sich in einem Winkel zur Horizontalen erstreckt, der nicht identisch ist mit dem Winkel mehrerer der Langlöcher (14l), vorzugsweise sämtlicher Langlöcher (14) der in dem vertikalen Flansch (14) der Unterkonstruktion ausgebildeten Langlochreihe (16), so dass sich das Langloch (13l) in dem Befestigungsflansch des Plattenhalters.(13) mit mindestens einem der Langlöcher (14l) der Lochreihe (16) des vertikalen Flansches (14) der Unterkonstruktion kreuzt; und
dass in den Kreuzungsbereich der Langlöcher zur Befestigung des Befestigungsflansches des Plattenhalters (13) an dem vorderen Flansch der Unterkonstruktion ein Befestigungselement (17) einsteckbar und/oder fixierbar ist.Facade construction (1), preferably ventilated ventilated facade construction,
with a substructure formed from vertical and / or horizontal support profiles, which is arranged in front of a building wall and / or is anchored fixedly in the floor or in the building wall,
with facade panels (12) of ceramic material, preferably clay material, which are fastened to the substructure via panel holders (13),
wherein the plate holders (13) each have on their front side at least one receptacle for a lower edge, preferably Fußfalz a facade panel, or for an upper edge, preferably Kopffalz a facade panel and on its rear side a mounting flange for attachment to the substructure
characterized,
in that the substructure has a vertical flange (14) in which a vertical row of holes (16) of a plurality of elongated holes (14l) arranged one above the other is formed, wherein the elongated holes (14l) are each angled, preferably extend at an acute angle to the horizontal and are arranged parallel or at an angle to each other, and arranged the row of holes (16) between two parallel guide ribs (14f) that project forward from the vertical flange (14);
in that the mounting flange of the plate holder (13) is insertably interposed between the guide ribs (14f) and has at least one elongated hole (13l) which extends at an angle to the horizontal which is not identical to the angle of a plurality of elongated holes (14l), preferably all elongated holes (14) of the oblong hole row (16) formed in the vertical flange (14) of the substructure so that the oblong hole (13l) in the mounting flange of the plate holder (13) engages with at least one of the long holes (14l) of the row of holes (16 ) of the vertical flange (14) of the substructure crosses; and
that in the crossing area of the slots for attachment of the mounting flange of the disc holder (13) on the front flange of the substructure a fastening element (17) can be inserted and / or fixed. Fassadenkonstruktion nach Anspruch 1,
dadurch gekennzeichnet,
dass der Winkel des Langlochs (13l) in dem Befestigungsflansch des Plattenhalters (13) gegensinnig zu dem Winkel der Langlöcher (14l) der Lochreihe (16) in dem vertikalen Flansch (14) der Unterkonstruktion ausgebildet ist.Facade construction according to claim 1,
characterized,
in that the angle of the oblong hole (13l) in the mounting flange of the plate holder (13) is formed in the opposite direction to the angle of the elongated holes (14l) of the row of holes (16) in the vertical flange (14) of the substructure. Fassadenkonstruktion nach Anspruch 2,
dadurch gekennzeichnet,
dass der Winkel der Langlöcher (14l) der Lochreihe (16) im vertikalen Flansch (14) der Unterkonstruktion + 45 ° oder - 45 ° zur Horizontalen ist und/oder dass der Winkel des Langlochs (13l) in dem Befestigungsflansch des Plattenhalters (13) - 45 ° bzw. + 45 ° zur Horizontalen ist.Facade construction according to claim 2,
characterized,
in that the angle of the elongated holes (14l) of the row of holes (16) in the vertical flange (14) of the substructure is + 45 ° or - 45 ° to the horizontal and / or that the angle of the oblong hole (13l) in the mounting flange of the plate holder (13) - 45 ° and + 45 ° to the horizontal is. Fassadenkonstruktion nach einem der vorangehenden Ansprüche,
dadurch gekennzeichnet,
dass die Langlöcher (14l) der Langlochreihe (16) im vertikalen Flansch (14) der Unterkonstruktion in einer Rasteranordnung angeordnet sind.Facade construction according to one of the preceding claims,
characterized,
in that the oblong holes (14l) of the slot row (16) are arranged in the vertical flange (14) of the substructure in a grid arrangement. Fassadenkonstruktion nach Anspruch 4,
dadurch gekennzeichnet,
dass die Langlöcher (14l) der Lochreihe (16) in dem vertikalen Flansch (14) der Unterkonstruktion einen vertikalen Abschnitt des vertikalen Flansches (14) der Unterkonstruktion überdecken, der gleich ist wie der Rasterabstand oder kleiner ist als der Rasterabstand der Langlöcher (14l).Facade construction according to claim 4,
characterized,
that the oblong holes (14l) of the row of holes (16) in the vertical flange (14) of the substructure cover a vertical section of the vertical flange (14) of the substructure which is the same as the grid spacing or smaller than the grid spacing of the elongated holes (14l) , Fassadenkonstruktion nach einem der vorangehenden Ansprüche,
dadurch gekennzeichnet,
dass das Befestigungselement (17) als Befestigungsschraube oder Befestigungsstift, zum Beispiel Bolzen, Niet oder Schraube, ausgebildet ist.Facade construction according to one of the preceding claims,
characterized,
that the fastening element (17) is designed as a mounting bolt or mounting pin, such as pin, rivet or screw. Fassadenkonstruktion nach einem der vorangehenden Ansprüche,
dadurch gekennzeichnet,
dass die Breite des Langlochs (13l) des Befestigungsflansches des Plattenhalters (13) gleich wie die Breite des Langlochs (14l) der Lochreihe (16) im vertikalen Flansch (14) der Unterkonstruktion ist und diese Breite dem Durchmesser des Befestigungselements (17) entspricht,Facade construction according to one of the preceding claims,
characterized,
that the width of the elongated hole (13l) of the mounting flange of the plate holder (13) is equal to the width of the elongated hole (14l) of the row of holes (16) in the vertical flange (14) of the substructure and this width corresponds to the diameter of the fastener (17),
EP09014200.1A 2008-11-13 2009-11-13 Facade construction Active EP2186966B1 (en)

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CN103266702A (en) * 2013-04-24 2013-08-28 瑞高(浙江)建筑系统有限公司 Terracotta panel curtain wall installation structure
CN103266702B (en) * 2013-04-24 2015-06-17 瑞高(浙江)建筑系统有限公司 Terracotta panel curtain wall installation structure
CN105113738A (en) * 2015-06-19 2015-12-02 苏州金螳螂园林绿化景观有限公司 Method for mounting irregular granite wall
EP3623541A1 (en) 2018-09-12 2020-03-18 Moeding Keramikfassaden GmbH Facade construction
EP3623542A1 (en) 2018-09-12 2020-03-18 Moeding Keramikfassaden GmbH Vibration resistant facade construction
US10920427B2 (en) 2018-09-12 2021-02-16 Moeding Keramikfassaden Gmbh FaÇade structure
US20210108421A1 (en) * 2019-10-14 2021-04-15 Russell Matson Siding panel installation
US11846105B2 (en) * 2019-10-14 2023-12-19 Russell Matson Siding panel installation

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EP2186966A3 (en) 2011-02-23
DE102008056970B4 (en) 2010-10-07
EP2186966B1 (en) 2014-03-05
US8567140B2 (en) 2013-10-29
US20100154336A1 (en) 2010-06-24
DK2186966T3 (en) 2014-05-26
DE102008056970A1 (en) 2010-05-20

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