EP1182306B9 - Connection system for wall elements on building walls - Google Patents
Connection system for wall elements on building walls Download PDFInfo
- Publication number
- EP1182306B9 EP1182306B9 EP00127034A EP00127034A EP1182306B9 EP 1182306 B9 EP1182306 B9 EP 1182306B9 EP 00127034 A EP00127034 A EP 00127034A EP 00127034 A EP00127034 A EP 00127034A EP 1182306 B9 EP1182306 B9 EP 1182306B9
- Authority
- EP
- European Patent Office
- Prior art keywords
- holding
- rails
- elements
- mounting system
- wall elements
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Classifications
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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
- E04F13/081—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
- E04F13/0826—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 engaging side grooves running along the whole length of the covering elements
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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
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
Definitions
- the invention relates to a fastening system for wall elements on building walls with a holding device attached to the building and one with the holding device engaged suspension device, on the building away side one or more wall elements are supported, wherein the locking device formed by the holding device and the hanging at least two in horizontal Direction spaced apart rows having at least two vertically mutually arranged holding elements, and wherein in each row at least one holding element with the holding device as an abutment receives from the suspension device with content Erten wall elements therefrom vertical operating forces.
- the holding device comprises at least two vertically extending attachment surfaces arranged along the horizontally spaced rows, the suspension device being formed by at least four holding elements arranged independently of each other in the longitudinal direction of the attachment surfaces prior to assembly of the wall elements, and wherein the holding elements comprise holding sections behind correspondingly shaped portions of the wall elements and secure against falling out of the wall elements after their installation in the suspension device.
- Figures 3a and 3b from DE 298 14 948 U1 show a vertical section or a horizontal section through a facade standard part according to the prior art, in which the facade panel is hooked via a hook in a cross bolt of a shell-mounted substructure.
- the weight of the panel and the additional operating loads are normally distributed on adjoining bolt mounts with vertical distances of a maximum of 1m. This was done from the previously valid idea, particularly rational and thus inexpensive to manufacture.
- the resulting relatively high stress on the individual suspension points requires very strong and thus heavy frame structures of the wall elements and also appropriately designed substructures on the building wall.
- the strength design of the entire construction is based on the principle that the plate in the worst case rests only in two places. Thus, this type of quite reliable, but heavy suspensions, which cause high material and labor costs.
- An improved contrast fastening system is known from German Utility Model 298 14 948.6, in which the abutment to the hooks are formed by a vertical sequence of preferably slot-shaped recesses, the hooks projecting, and in each row at least three hooks with the corresponding abutments the record from the suspension device with mounted wall elements resulting vertical operating forces.
- This is to allow a simple suspension of facade panels and other wall elements, which has a lower weight and considerable material and labor savings in the manufacture of the fastening system distributed to much more points vertical operating load absorption and thereby higher overall stability and resistance to vibration, e.g. guaranteed by wind forces.
- a disadvantage of this known system is that the suspension device must always be mounted in advance firmly fixed to the back of the wall elements, before then the wall elements including suspension device can be hung in the fixture.
- the wall elements as such are therefore difficult to disassemble and not readily exchanged individually.
- the invention is based on the object to present a fastening system of the type described above, which is constructed from as simple and inexpensive to produce parts of low weight, in which the individual wall elements are easy to assemble and disassemble, especially in case of damage against individual other wall elements are interchangeable, in particular the suspension device does not have to be fixed in advance fixed to the building side back of the wall elements and wherein the holding elements magazinazin before mounting the wall elements in the holding device and should be secured against falling out, and wherein the mounting surfaces for adjoining wall elements should have a defined distance from each other.
- this object is achieved in a surprisingly simple and effective manner in that the mounting surfaces of the holding device are designed as profile rails, which can receive slidably on their building-side facing the holding elements in the longitudinal direction of the rails, wherein the rails are formed, that they prevent the holding elements after insertion of the same in the rails on a horizontal falling out of the rails, and that in each case two parallel rails are integrally connected to each other via a tee.
- the dead weight of the parts used is reduced even further compared to the known fastening systems described above, which leads to a further weight saving of the entire fastening system.
- the holding elements can - before or after attachment of the holding device to the building wall, in any case before the installation of the wall elements - are introduced into the rails and stored there until the installation of the wall elements. This facilitates the assembly process of the wall elements considerably and gives a great deal of free space for the disassembly and interchangeability of individual wall elements.
- the holding elements arranged in the rails fixable.
- the rails each have a running surface on which a running portion of the holding elements can slide along.
- the running surfaces and the mating surfaces of the running sections directed against the running surfaces should be designed so that they can be moved relative to each other with as little friction as possible, which considerably simplifies the assembly process.
- the respective surfaces may be designed as smooth metal surfaces, possibly even with sliding coatings.
- a particularly preferred development is characterized in that the running surfaces at defined, preferably in the longitudinal direction of the rails equidistantly arranged locations breakthroughs, in particular circular holes, that in the running sections of the holding elements through recesses, in particular slots are provided, and that the holding elements on the rails can be fastened by means of inserted through the recesses and the openings bolt.
- the holding elements are easy to assemble and again detachable. By subsequently building exterior mounted wall elements, the plugged bolts are automatically secured against loosening and slipping out.
- the running sections of the holding elements have continuous threaded bores, and that the holding elements can be fastened to the rails by means of clamping screws or threaded bolts screwed in through the threaded bores.
- clamping screws or threaded bolts screwed in through the threaded bores no breakthroughs on the rails must be provided so that the treads run smoothly and smoothly without interruption.
- the respective position of the holding elements in their fixed position in The rails can be adjusted as required along the rail axis.
- the holding elements are clamped in the preselected position by means of the threaded hole turned clamping screws or threaded bolt against the tread of the corresponding rail.
- the rails are constructed of extruded molded profiles, preferably made of aluminum molded profiles.
- extruded molded profiles are available in almost any configuration for special applications, but in particular as a standardized mass-produced very cost.
- brackets in particular preferably made of aluminum angle or T-brackets with the building wall. This connection technique is well known in other contexts in building construction applications.
- Another, particularly preferred embodiment of the fastening system according to the invention is characterized in that between horizontally juxtaposed wall elements substantially vertically extending, resilient spacers are arranged, which are inserted or pressed on the building side in matching mounts of the holding device.
- the wall elements can be kept horizontally in a defined position and any manufacturing tolerances in the fastening system can be compensated easily.
- the resilient spacers can be made inexpensive and low weight in further developments of an elastic plastic.
- the resilient spacers can also be made of metal.
- the resilient spacers are constructed so that they exert pressure in the mounted state on the wall elements and thereby can also prevent movements perpendicular to the plane of the building wall and thus the emergence of rattling noises of the mounted wall elements.
- the holding device is deposited with a thermal separating layer, in particular with insulating material to the building wall out.
- the thermal barrier layer may be attached to the shell, for example by means of dowels. It is also possible attachment of the insulating layer on the brackets of the fixture on the building wall.
- the torsional and bending stiffness of the entire fastening system can be significantly improved by the fact that the vertically extending rails stiffened by cross struts, in particular as a wrap-around frame are formed.
- a building wall 2 can be seen at the top and right, followed by an insulating layer 3 in the foreground and left, which is filled with insulating material and on its side facing away from the wall 2 to a cavity. 4 adjacent to the rear ventilation of the building facade.
- a holder 5 is shown, via which the rails 7 of a holding device 6 are rigidly connected to the building wall 2.
- the holding device 6 consists in the embodiment shown of two integrally connected via a T-piece interconnected, parallel rails 7 made of metal, preferably aluminum, which can receive on their building side facing holding elements 8, which in turn on its building side facing wall elements 1, for example, support plates, tiles , Tiles, facade panels and the like.
- the holding elements 8 have running sections 12 which can slide along a running surface 11 within a rail 7 in the longitudinal direction thereof.
- bolts 13 which can be inserted through recesses 12a in the barrel sections 12 and through apertures 11a shown in FIG. 4, the retaining elements 8 are fixed at a specific longitudinal position of the rail 7 in the embodiment shown.
- plug-in pin 13 can in not shown in the drawings embodiments, the retaining elements 8 by means of threaded bolts or clamping screws via a threaded hole in respective running section 12 are braced against the running surfaces 11 of the rails 7.
- the fastening system according to the invention can be stiffened in horizontally between the vertical rails 7 of the holding device 6 connecting T-pieces extending transverse struts in embodiments not shown in the drawing, so that a total of an all-round frame is formed.
- Fig. 2 details of an embodiment of the fastening system according to the invention are shown in a vertical section. It can be seen horizontally from the side of a fixed in the rail 7 fastener 8, which rests on its side facing the building with its running section 12 against the tread 11 of the rail 7.
- the holding element 8 On the side facing away from the building, the holding element 8 has two holding sections 9, 9 'which engage behind correspondingly shaped sections 10, 10' of two wall elements 1 and thus secure against falling out of the hanging device.
- the holding element 8 shown in FIG. 2 receives the weight of the upper wall element 1, which rests with its portion 10 on the central part of the holding element 8.
- a building-facing facing section 10 "of this upper wall element 1 conceals the underlying retaining element 8 when viewed from above on the mounted facade.
- FIG. 3 a shows in a vertical section a fastening system 30 according to the prior art, as was cited and described at the outset.
- the holding device 36 On the building wall 2, the holding device 36 is rigidly fixed by an applied insulating layer 3 and a Schulüfungshohlraum 4 through a fastener 35. In its upper part it carries a horizontally extending and parallel to the building wall 2 extending bolt 39, on which the entire weight of a suspension device 37 rests, which is suspended via a hook 38 on the pin 39.
- a further bolt 39 ' is provided, which is encompassed by a further hook 38' of the suspension device 37.
- the hook 38 ' is not fed on the bolt 39', but merely serves to receive horizontally acting for hanging device 7 forces. This is deliberately carried out in the prior art, since you wanted to avoid overdetermination of the system if possible and the suspension defined at the top suspension point, so the bolt 39 would have stored. In this respect, the hook 38 'in the vertical direction does not act as an abutment to the bolt 39'.
- FIG. 3b once again shows the known suspension device 30 according to FIG. 3a in a schematic horizontal section, in which the bolt 39 and the fastening element 35 are clearly visible.
- the rails 7 of the fastening system according to the invention can be integrally connected to one another via a T-piece of the holding device 6.
- the holding device 6 as a whole consists of an extruded aluminum mold profile, as shown in Fig. 4 in a frontal view from the horizontal direction.
- the holding elements 8 For attachment of the holding elements 8 openings 11a are provided in the form of round holes through the treads 11 in this embodiment at definable intervals.
- the extruded aluminum molded profiles, from which the holding devices 6 are constructed, are designed such that the rails 7 comprise the holding elements 8 inserted in the manner of closed guide rails on both sides and prevent them from falling out of the rails 7, However, allow a vertical displacement, in particular a vertical stacking of the holding elements 8 within the rails 7 in the manner of a magazine.
- the vertical guide rails 7 of the extruded aluminum moldings filled with the usually also made of aluminum holding elements 8 as a magazine and raised in the assembly of the wall elements 1 in pairs and after insertion of the respective wall element 1 with the help the bolt 13 shown in Fig. 1 are fixed.
- FIGS. 5a to 5c show an embodiment of the retaining elements 8 used according to the invention in detail from all sides. It can be seen the holding portions 9, 9 'and the running surfaces 12 and the therein-mounted through recess 12a in the form of a slot. As mentioned above, instead of a slot, for example, a threaded hole in the tread 12 may be provided through which a threaded bolt or a clamping screw for clamping against the underlying tread 11 of a rail 7 can be rotated in embodiments not shown in the drawing.
- FIGS. 6a to 6c show a special embodiment of the holding elements used according to the invention as a closing part 18 at the upper or lower end of a rail 7.
- the closing part 18 has only one holding section 19 'and a shortened running section 22.
- FIG. 7 finally, an embodiment is shown in a plan view from the vertical in the mounted state of the fastening system according to the invention, in which a resilient spacer 14 is provided to avoid rattling noise in wind load of a facade between two horizontally adjacent wall elements 1, for example, an elastic Plastic or metal can be made.
- the resilient spacer 14 is inserted with a holding section on the building side in a matching mounting channel 15 between two parallel rails 7 or pressed.
- the fact that the spacer 14 in the mounted state exerts pressure on the two adjacent wall elements 1, it can also prevent movements perpendicular to the plane of the building wall.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Panels For Use In Building Construction (AREA)
- Clamps And Clips (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
Die Erfindung betrifft ein Befestigungssystem für Wandelemente an Gebäudewänden mit einer am Gebäude befestigten Haltevorrichtung und einer mit der Haltevorrichtung im Eingriff stehenden Einhängevorrichtung, an deren gebäudeabgewandter Seite ein oder mehrere Wandelemente gehaltert sind, wobei das durch die Haltevorrichtung und die Einhängevorrichtung gebildete Eingriffssystem mindestens zwei in horizontaler Richtung voneinander beabstandete Reihen mit mindestens zwei vertikal untereinander angeordneten Halteelementen aufweist, und wobei in jeder Reihe mindestens ein Halteelement mit der Haltevorrichtung als Gegenlager die von der Einhängevorrichtung mit daran gehalterten Wandelementen herrührenden vertikalen Betriebskräfte aufnimmt. wobei die Haltevorrichtung mindestens zwei vertikal verlaufende Befestigungsflächen umfasst, die längs der horizontal beabstandeten Reihen angeordnet sind, wobei die Einhängevorrichtung von mindestens vier, vor der Montage der Wandelemente unabhängig voneinander in Längsrichtung der Befestigungsflächen angeordneten Halteelementen gebildet wird, und wobei die Halteelemente Halteabschnitte aufweisen, die entsprechend geformte Abschnitte der Wandelemente hintergreifen und gegen ein Herausfallen der Wandelemente nach ihrer Montage in der Einhängevorrichtung sichern.The invention relates to a fastening system for wall elements on building walls with a holding device attached to the building and one with the holding device engaged suspension device, on the building away side one or more wall elements are supported, wherein the locking device formed by the holding device and the hanging at least two in horizontal Direction spaced apart rows having at least two vertically mutually arranged holding elements, and wherein in each row at least one holding element with the holding device as an abutment receives from the suspension device with content Erten wall elements therefrom vertical operating forces. wherein the holding device comprises at least two vertically extending attachment surfaces arranged along the horizontally spaced rows, the suspension device being formed by at least four holding elements arranged independently of each other in the longitudinal direction of the attachment surfaces prior to assembly of the wall elements, and wherein the holding elements comprise holding sections behind correspondingly shaped portions of the wall elements and secure against falling out of the wall elements after their installation in the suspension device.
Ein solches Befestigungssystem ist bekannt aus der DE 39 34 686 C2.Such a fastening system is known from DE 39 34 686 C2.
Befestigungssysteme werden auch von der Firma Wendker Leichtmetall- und Leichtbau GmbH in D-45701 Herten, Schlägel- u. Eisen-Straße 50 seit mehreren Jahren angeboten.Mounting systems are also by the company Wendker light metal and lightweight GmbH in D-45701 Herten, Schlägel- u. Iron Road 50 has been offered for several years.
Zahlreiche Befestigungs- und Aufhängesysteme sind aus der Praxis bekannt. Dabei werden die Plattengewichte und Betriebslasten, beispielsweise aus Winddruck oder Windsog, mit relativ aufwendigen und somit auch schweren Halte- und Einstellkonstruktionen aufgefangen.Numerous attachment and suspension systems are known in practice. The plate weights and operating loads, for example, from wind pressure or wind suction, are collected with relatively complex and thus also heavy holding and Einstellkonstruktionen.
Die Figuren 3a und 3b aus DE 298 14 948 U1 zeigen dazu einen Vertikalschnitt bzw. einen Horizontalschnitt durch ein Fassadenstandardteil nach dem Stand der Technik, bei dem die Fassadenplatte über einen Haken in einen Querbolzen einer am Rohbau befestigten Unterkonstruktion eingehängt ist. Das Plattengewicht und die zusätzlichen Betriebslasten werden normalerweise auf nebeneinander angeordneten Bolzeneinhängungen mit vertikalen Abständen von maximal 1m verteilt. Dies erfolgte aus der bislang geltenden Vorstellung, besonders rationell und somit kostengünstig zu fertigen. Die daraus resultierende relativ hohe Beanspruchung der einzelnen Aufhängepunkte erfordert sehr kräftige und damit schwere Rahmenkonstruktionen der Wandelemente und auch entsprechend ausgelegte Unterkonstruktionen an der Gebäudewand. Dabei richtet sich die Festigkeitsauslegung der gesamten Konstruktion nach dem Grundsatz, dass die Platte im ungünstigsten Falle nur an zwei Stellen aufliegt. So entstand diese Art der zwar recht zuverlässigen, aber schweren Aufhängungen, die hohen Material- und Arbeitsaufwand verursachen.Figures 3a and 3b from DE 298 14 948 U1 show a vertical section or a horizontal section through a facade standard part according to the prior art, in which the facade panel is hooked via a hook in a cross bolt of a shell-mounted substructure. The weight of the panel and the additional operating loads are normally distributed on adjoining bolt mounts with vertical distances of a maximum of 1m. This was done from the previously valid idea, particularly rational and thus inexpensive to manufacture. The resulting relatively high stress on the individual suspension points requires very strong and thus heavy frame structures of the wall elements and also appropriately designed substructures on the building wall. The strength design of the entire construction is based on the principle that the plate in the worst case rests only in two places. Thus, this type of quite reliable, but heavy suspensions, which cause high material and labor costs.
Überdies führt der große Abstand der Aufhängepunkte und das auf diese wenigen Punkte verteilte Gewicht bei montage- und betriebsbedingter Deformation zu größeren Plattenausbauchungen, -verwindungen und Biegespannungen, was bei Sprödmaterialien wie Stein, Glas, Keramik und Beton die Rissbildung begünstigt.Moreover, the large distance between the suspension points and the weight distributed over these few points in the event of assembly and operational deformation leads to larger plate bulges, twists and bending stresses. which promotes the formation of cracks in brittle materials such as stone, glass, ceramics and concrete.
Der große Materialeinsatz und die schwere Konstruktion der herkömmlichen Befestigungssysteme ist aber erforderlich zur ausreichenden Versteifung des Halterahmens mit den aufmontierten Wandelementen im angebauten Zustand an der an der Gebäudewand befestigten Unterkonstruktion.However, the large use of materials and the heavy construction of the conventional fastening systems is required for sufficient stiffening of the holding frame with the mounted wall elements in the mounted state on the attached to the building wall substructure.
Ein demgegenüber verbessertes Befestigungssystem ist bekannt aus dem deutschen Gebrauchsmuster 298 14 948.6, bei dem die Gegenlager zu den Haken durch eine vertikale Abfolge von vorzugsweise schlitzförmigen Ausnehmungen gebildet werden, die Haken vorspringend ausgebildet sind, und in jeder Reihe mindestens drei Haken mit den entsprechenden Gegenlagern die von der Einhängevorrichtung mit aufmontierten Wandelementen herrührenden vertikalen Betriebskräfte aufnehmen. Dies soll eine einfache Aufhängung von Fassadenplatten und anderen Wandelementen zu ermöglichen, die bei geringerem Gewicht sowie erheblicher Material- und Arbeitsersparnis bei der Herstellung des Befestigungssystems eine auf wesentlich mehr Punkte verteilte vertikale Betriebslastaufnahme aufweist und dadurch insgesamt höhere Stabilität und Unempfindlichkeit gegen Schwingungen z.B. aus Windkräften gewährleistet.An improved contrast fastening system is known from German Utility Model 298 14 948.6, in which the abutment to the hooks are formed by a vertical sequence of preferably slot-shaped recesses, the hooks projecting, and in each row at least three hooks with the corresponding abutments the record from the suspension device with mounted wall elements resulting vertical operating forces. This is to allow a simple suspension of facade panels and other wall elements, which has a lower weight and considerable material and labor savings in the manufacture of the fastening system distributed to much more points vertical operating load absorption and thereby higher overall stability and resistance to vibration, e.g. guaranteed by wind forces.
Nachteilig bei diesem bekannten System ist jedoch, dass die Einhängevorrichtung grundsätzlich immer vorab fest an der Rückseite der Wandelemente montiert sein muss, bevor dann die Wandelemente samt Einhängevorrichtung in die Haltevorrichtung eingehängt werden können. Die Wandelemente als solche sind daher nur schwer demontierbar und auch nicht ohne weiteres einzeln austauschbar.A disadvantage of this known system, however, is that the suspension device must always be mounted in advance firmly fixed to the back of the wall elements, before then the wall elements including suspension device can be hung in the fixture. The wall elements as such are therefore difficult to disassemble and not readily exchanged individually.
Der Erfindung liegt demgegenüber die Aufgabe zugrunde, ein Befestigungssystem der eingangs beschriebenen Art vorzustellen, das aus möglichst einfach und preiswert herstellbaren Teilen von geringem Eigengewicht aufgebaut ist, bei dem die einzelnen Wandelemente leicht montierbar und demontierbar, insbesondere bei Beschädigungen auch gegen einzelne andere Wandelemente austauschbar sind, wobei insbesondere die Einhängevorrichtung nicht vorab fest an der gebäudeseitigen Rückseite der Wandelemente montiert werden muss und wobei die Halteelemente vor der Montage der Wandelemente in der Haltevorrichtung magazinierbar und gegen Herausfallen gesichert sein sollen, und wobei die Befestigungsflächen für aneinander angrenzende Wandelemente einen definierten Abstand voneinander aufweisen sollen.The invention is based on the object to present a fastening system of the type described above, which is constructed from as simple and inexpensive to produce parts of low weight, in which the individual wall elements are easy to assemble and disassemble, especially in case of damage against individual other wall elements are interchangeable, in particular the suspension device does not have to be fixed in advance fixed to the building side back of the wall elements and wherein the holding elements magazinazin before mounting the wall elements in the holding device and should be secured against falling out, and wherein the mounting surfaces for adjoining wall elements should have a defined distance from each other.
Erfindungsgemäß wird diese Aufgabe auf ebenso überraschend einfache wie wirkungsvolle Art und Weise dadurch gelöst, dass die Befestigungsflächen der Haltevorrichtung als Profil-Schienen ausgeführt sind, welche auf ihrer gebäudeabgewandten Seite die Halteelemente in Längsrichtung der Schienen verschiebbar aufnehmen können, wobei die Schienen so ausgebildet sind, dass sie die Halteelemente nach Einführen derselben in die Schienen an einem horizontalen Herausfallen aus den Schienen hindern, und dass jeweils zwei parallel verlaufende Schienen einstückig über ein T-Stück miteinander verbunden sind.According to the invention this object is achieved in a surprisingly simple and effective manner in that the mounting surfaces of the holding device are designed as profile rails, which can receive slidably on their building-side facing the holding elements in the longitudinal direction of the rails, wherein the rails are formed, that they prevent the holding elements after insertion of the same in the rails on a horizontal falling out of the rails, and that in each case two parallel rails are integrally connected to each other via a tee.
Durch die erfindungsgemäße Verwendung von Schienen und in diesen Schienen verschiebbaren kleinen Halteelementen wird gegenüber den oben beschriebenen bekannten Befestigungssystemen das Eigengewicht der verwendeten Teile nochmals herabgesetzt, was zu einer weiteren Gewichtsersparnis des gesamten Befestigungssystems führt. Die Halteelemente können - vor oder nach Befestigung der Haltevorrichtung an der Gebäudewand, auf jeden Fall vor der Montage der Wandelemente - in die Schienen eingeführt und dort bis zur Montage der Wandelemente magaziniert werden. Dies erleichtert den Montagevorgang der Wandelemente erheblich und gibt einen großen Freiraum auch für die Demontierbarkeit und Austauschbarkeit einzelner Wandelemente.By the use according to the invention of rails and small retaining elements displaceable in these rails, the dead weight of the parts used is reduced even further compared to the known fastening systems described above, which leads to a further weight saving of the entire fastening system. The holding elements can - before or after attachment of the holding device to the building wall, in any case before the installation of the wall elements - are introduced into the rails and stored there until the installation of the wall elements. This facilitates the assembly process of the wall elements considerably and gives a great deal of free space for the disassembly and interchangeability of individual wall elements.
Die Ausbildung der Befestigungsfläche für die Halteelemente als Schienen ist an sich bekannt aus der EP 0 479 733 A1. Jedoch entspricht hier der geometrische Aufbau des Befestigungssystems nicht den eingangs beschriebenen Merkmalen. Außerdem ist jeweils immer eine gemeinsame Schiene mit gemeinsamen Halteelementen für zwei aneinander angrenzende Wandelemente vorgesehen.The design of the fastening surface for the retaining elements as rails is known per se from EP 0 479 733 A1. However, here corresponds to the geometric structure of the fastening system not the features described above. In addition, a common rail is always provided with common holding elements for two adjacent wall elements.
Um eine definierte Betriebslastverteilung im montierten Zustand sowie definierte, genau festgelegte Abstände zur einfacheren Montage der Wandelemente mit vorher festlegbarer relativer Lage der Halteabschnitte an den entsprechenden Abschnitten der Wandelemente zu erreichen, sind bei einer besonders bevorzugten Ausführungsform des erfindungsgemäßen Befestigungssystems die Halteelemente in den Schienen fixierbar angeordnet.In order to achieve a defined load distribution in the assembled state as well as defined, precisely defined distances for easier mounting of the wall elements with a previously determinable relative position of the holding sections on the corresponding sections of the wall elements, are at a Particularly preferred embodiment of the fastening system according to the invention, the holding elements arranged in the rails fixable.
Bei einer vorteilhaften Weiterbildung dieser Ausbildungsform weisen die Schienen jeweils eine Lauffläche auf, auf der ein Laufabschnitt der Halteelemente entlang gleiten kann. Die Laufflächen und die gegen die Laufflächen gerichteten Gegenflächen der Laufabschnitte sollten so gestaltet sein, dass sie möglichst reibungsarm relativ zueinander bewegt werden können, was den Montagevorgang erheblich erleichtert. Beispielsweise können die jeweiligen Flächen als glatte Metallflächen, eventuell sogar mit Gleitbeschichtungen ausgestaltet sein.In an advantageous development of this embodiment, the rails each have a running surface on which a running portion of the holding elements can slide along. The running surfaces and the mating surfaces of the running sections directed against the running surfaces should be designed so that they can be moved relative to each other with as little friction as possible, which considerably simplifies the assembly process. For example, the respective surfaces may be designed as smooth metal surfaces, possibly even with sliding coatings.
Eine besonders bevorzugte Weiterbildung zeichnet sich dadurch aus, dass die Laufflächen an definierten, vorzugsweise in Längsrichtung der Schienen äquidistant angeordneten Stellen Durchbrüche, insbesondere Rundlöcher aufweisen, dass in den Laufabschnitten der Halteelemente durchgehende Ausnehmungen, insbesondere Langlöcher vorgesehen sind, und dass die Halteelemente an den Schienen mittels durch die Ausnehmungen und die Durchbrüche gesteckter Bolzen befestigt werden können. In dieser Weise lassen sich definierte Abstände und eine einfache Fixierung ohne Verschraubung technisch besonders leicht realisieren. Außerdem sind bei dieser Variante der Erfindung die Halteelemente leicht montierbar und wieder lösbar. Durch die anschließend gebäudeaußenseitig aufmontierten Wandelemente sind die durchgesteckten Bolzen automatisch gegen Lockern und Herausrutschen gesichert.A particularly preferred development is characterized in that the running surfaces at defined, preferably in the longitudinal direction of the rails equidistantly arranged locations breakthroughs, in particular circular holes, that in the running sections of the holding elements through recesses, in particular slots are provided, and that the holding elements on the rails can be fastened by means of inserted through the recesses and the openings bolt. In this way, defined distances and a simple fixation without screwing can be realized particularly easily technically. In addition, in this variant of the invention, the holding elements are easy to assemble and again detachable. By subsequently building exterior mounted wall elements, the plugged bolts are automatically secured against loosening and slipping out.
Bei einer alternativen Weiterbildung ist vorgesehen, dass die Laufabschnitte der Halteelemente durchgehende Gewindebohrungen aufweisen, und dass die Halteelemente an den Schienen mittels durch die Gewindebohrungen eingeschraubter Klemmschrauben oder Gewindebolzen befestigt werden können. Mit dieser Variante müssen keine Durchbrüche an den Schienen vorgesehen werden, so dass die Laufflächen durchgängig und glatt ohne Unterbrechung verlaufen. Die jeweilige Position der Halteelemente in ihrer fixierten Stellung in den Schienen ist längs der Schienenachse beliebig einstellbar. Die Halteelemente werden dabei in der vorgewählten Position mittels durch die Gewindebohrung gedrehter Klemmschrauben oder Gewindebolzen gegen die Lauffläche der entsprechenden Schiene verspannt.In an alternative development, it is provided that the running sections of the holding elements have continuous threaded bores, and that the holding elements can be fastened to the rails by means of clamping screws or threaded bolts screwed in through the threaded bores. With this variant, no breakthroughs on the rails must be provided so that the treads run smoothly and smoothly without interruption. The respective position of the holding elements in their fixed position in The rails can be adjusted as required along the rail axis. The holding elements are clamped in the preselected position by means of the threaded hole turned clamping screws or threaded bolt against the tread of the corresponding rail.
Besonders preiswert ist eine Ausführungsform des erfindungsgemäßen Befestigungssystems, bei der die Schienen aus stranggepressten Formprofilen, vorzugsweise aus Aluminium-Formprofilen aufgebaut sind. Derartige stranggepresste Formprofile sind in nahezu beliebigen Ausgestaltungen auch für Spezialanwendungen, insbesondere aber auch als standardisierte Massenware sehr kostengünstig erhältlich.Particularly advantageous is an embodiment of the fastening system according to the invention, in which the rails are constructed of extruded molded profiles, preferably made of aluminum molded profiles. Such extruded molded profiles are available in almost any configuration for special applications, but in particular as a standardized mass-produced very cost.
Besonders vorteilhaft ist eine Weiterbildung dieser Ausführungsform, bei der die Schienen über Halterungen, insbesondere über vorzugsweise aus Aluminium bestehende Winkel- oder T-Konsolen mit der Gebäudewand starr verbunden sind. Diese Verbindungstechnik ist an sich in anderem Zusammenhang bei Hochbauanwendungen wohlbekannt.Particularly advantageous is a development of this embodiment, in which the rails are rigidly connected via brackets, in particular preferably made of aluminum angle or T-brackets with the building wall. This connection technique is well known in other contexts in building construction applications.
Eine weitere, besonders bevorzugte Ausführungsform des erfindungsgemäßen Befestigungssystems zeichnet sich dadurch aus, dass zwischen horizontal nebeneinander montierten Wandelementen im wesentlichen vertikal verlaufende, federnde Abstandshalter angeordnet sind, die gebäudeseitig in dazu passenden Montagerinnen der Haltevorrichtung eingelegt oder eingepresst sind. Damit können die Wandelemente horizontal in definierter Position gehalten und eventuelle Fertigungstoleranzen im Befestigungssystem ohne weiteres ausgeglichen werden.Another, particularly preferred embodiment of the fastening system according to the invention is characterized in that between horizontally juxtaposed wall elements substantially vertically extending, resilient spacers are arranged, which are inserted or pressed on the building side in matching mounts of the holding device. Thus, the wall elements can be kept horizontally in a defined position and any manufacturing tolerances in the fastening system can be compensated easily.
Die federnden Abstandshalter können bei Weiterbildungen aus einem elastischen Kunststoff preiswert und gewichtsarm hergestellt sein.The resilient spacers can be made inexpensive and low weight in further developments of an elastic plastic.
Alternativ, insbesondere bei höheren mechanischen Anforderungen, können die federnden Abstandshalter aber auch aus Metall gefertigt sein.Alternatively, especially with higher mechanical requirements, the resilient spacers can also be made of metal.
Bei einer besonders bevorzugten Weiterbildung sind die federnden Abstandshalter so aufgebaut, dass sie im montierten Zustand Druck auf die Wandelemente ausüben und dadurch auch Bewegungen senkrecht zur Ebene der Gebäudewand und somit das Entstehen von Klappergeräuschen der montierten Wandelemente verhindern können.In a particularly preferred embodiment, the resilient spacers are constructed so that they exert pressure in the mounted state on the wall elements and thereby can also prevent movements perpendicular to the plane of the building wall and thus the emergence of rattling noises of the mounted wall elements.
Bei einer weiteren besonders bevorzugten Ausführungsform des erfindungsgemäßen Befestigungssystems ist die Haltevorrichtung mit einer thermischen Trennschicht, insbesondere mit Dämmstoffmaterial zur Gebäudewand hin hinterlegt. Die thermische Trennschicht kann beispielsweise mittels Dübeln am Rohbau befestigt sein. Möglich ist auch eine Befestigung der Dämmschicht über die Halterungen der Haltevorrichtung an der Gebäudewand.In a further particularly preferred embodiment of the fastening system according to the invention, the holding device is deposited with a thermal separating layer, in particular with insulating material to the building wall out. The thermal barrier layer may be attached to the shell, for example by means of dowels. It is also possible attachment of the insulating layer on the brackets of the fixture on the building wall.
Bei weiteren vorteilhaften Ausführungsformen des erfindungsgemäßen Befestigungssystems kann die Verwindungs- und Biegesteifigkeit des gesamten Befestigungssystems dadurch erheblich verbessert werden, dass die vertikal verlaufenden Schienen durch Querstreben versteift, insbesondere als Rundum-Rahmen ausgebildet sind.In further advantageous embodiments of the fastening system according to the invention, the torsional and bending stiffness of the entire fastening system can be significantly improved by the fact that the vertically extending rails stiffened by cross struts, in particular as a wrap-around frame are formed.
Weitere Vorteile der Erfindung ergeben sich aus der Beschreibung und der Zeichnung. Ebenso können die vorstehend genannten und die noch weiter aufgeführten Merkmale erfindungsgemäß jeweils einzeln für sich oder zu mehreren in beliebigen Kombinationen Verwendung finden. Die gezeigten und beschriebenen Ausführungsformen sind nicht als abschließende Aufzählung zu verstehen, sondern haben vielmehr beispielhaften Charakter für die Schilderung der Erfindung.Further advantages of the invention will become apparent from the description and the drawings. Likewise, the features mentioned above and those listed further in accordance with the invention can each be used individually for themselves or for several in any desired combinations. The embodiments shown and described are not to be understood as exhaustive enumeration, but rather have exemplary character for the description of the invention.
Die Erfindung ist in der Zeichnung dargestellt und wird anhand eines Ausführungsbeispiels näher erläutert. Es zeigen:
- Fig. 1
- eine räumliche, teilweise aufgeschnittene Ausführungsform des erfindungsgemäßen Befestigungssystems in einer Ansicht von schräg oben;
- Fig. 2
- einen schematischen Vertikalschnitt durch eine Ausführungsform des erfindungsgemäßen Befestigungssystems mit montiertem Wandelement;
- Fig.3a
- einen schematischen Vertikalschnitt durch ein Befestigungssystem nach dem Stand der Technik;
- Fig.3b
- einen schematischen Horizontalschnitt durch das Befestigungssystem nach dem Stand der Technik gemäß Fig. 3a im Bereich eines Einhängebolzens;
- Fig. 4
- eine Draufsicht in horizontaler Richtung auf eine Doppelschiene des erfindungsgemäßen Befestigungssystems;
- Fig.5a
- eine schematische Seitenansicht aus der Horizontalen auf ein verschiebbares Halteelement des erfindungsgemäßen Befestigungssystems;
- Fig.5b
- wie Fig.5a, aber Frontansicht aus der Horizontalen;
- Fig.5c
- wie Fig.5a, aber Draufsicht aus der Vertikalen;
- Fig.6a
- eine schematische Seitenansicht aus der Horizontalen auf ein als Abschlussteil am oberen oder unteren Ende der Schiene einsetzbares Halteelement;
- Fig.6b
- wie Fig.6a, aber Frontalansicht aus der Horizontalen;
- Fig.6c
- wie Fig.6a, aber Draufsicht aus der Vertikalen; und
- Fig. 7
- eine schematische Draufsicht aus der Vertikalen auf eine Ausführungsform des erfindungsgemäßen Befestigungssystems mit federndem Abstandshalter zwischen zwei horizontal aneinandergrenzenden Wandelementen.
- Fig. 1
- a spatial, partially cutaway embodiment of the fastening system according to the invention in a view obliquely from above;
- Fig. 2
- a schematic vertical section through an embodiment of the fastening system according to the invention with mounted wall element;
- 3a
- a schematic vertical section through a fastening system according to the prior art;
- 3b
- a schematic horizontal section through the fastening system according to the prior art of Figure 3a in the region of a Einhängebolzens.
- Fig. 4
- a plan view in the horizontal direction on a double rail of the fastening system according to the invention;
- 5a
- a schematic side view of the horizontal to a sliding support member of the fastening system according to the invention;
- 5 b
- like Fig.5a, but front view from the horizontal;
- 5c
- as in Figure 5a, but top view from the vertical;
- 6a
- a schematic side view of the horizontal on a usable as a final part at the top or bottom of the rail holding member;
- Figure 6b
- as in Fig.6a, but frontal view from the horizontal;
- 6C
- as in Fig.6a, but top view from the vertical; and
- Fig. 7
- a schematic plan view from the vertical to an embodiment of the fastening system according to the invention with resilient spacer between two horizontally adjoining wall elements.
Auf der in Fig. 1 gezeigten räumlichen Darstellung ist oben und rechts eine Gebäudewand 2 zu erkennen, an die sich im Vordergrund und links eine Isolierschicht 3 anschließt, die mit Dämm-Material ausgefüllt ist und an ihrer der Wand 2 abgewandten Seite an einen Hohlraum 4 zur Hinterlüftung der Gebäudefassade angrenzt. Durch den Hohlraum 4 und die Dämmschicht 3 hindurchgreifend ist eine Halterung 5 eingezeichnet, über welche die Schienen 7 einer Haltevorrichtung 6 mit der Gebäudewand 2 starr verbunden sind.On the spatial representation shown in Fig. 1, a
Die Haltevorrichtung 6 besteht im gezeigten Ausführungsbeispiel aus zwei einstückig über ein T-Stück miteinander verbundenen, parallelen Profilschienen 7 aus Metall, vorzugsweise Aluminium, welche auf ihrer gebäudeabgewandten Seite Halteelemente 8 aufnehmen können, die ihrerseits an ihrer gebäudeabgewandten Seite Wandelemente 1, beispielsweise Trägerplatten, Kacheln, Fliesen, Fassadenplatten und dergleichen tragen.The holding
Die Halteelemente 8 weisen Laufabschnitte 12 auf, die auf einer Lauffläche 11 innerhalb einer Schiene 7 in deren Längsrichtung entlang gleiten können. Mittels Bolzen 13, die durch Ausnehmungen 12a in den Laufabschnitten 12 sowie durch in Fig. 4 dargestellte Durchbrüche 11a hindurch gesteckt werden können, werden bei dem gezeigten Ausführungsbeispiel die Halteelemente 8 an einer bestimmten Längsposition der Schiene 7 fixiert. Anstelle von durch Ausnehmungen 12a und Durchbrüche 11a steckbare Bolzen 13 können bei in der Zeichnung nicht dargestellten Ausführungsformen die Halteelemente 8 auch mittels Gewindebolzen oder Klemmschrauben über eine Gewindebohrung im jeweiligen Laufabschnitt 12 gegen die Laufflächen 11 der Schienen 7 verspannt werden.The holding
Das erfindungsgemäße Befestigungssystem kann bei in der Zeichnung nicht dargestellten Ausführungsformen durch horizontal zwischen den die vertikalen Profilschienen 7 der Haltevorrichtung 6 verbindenden T-Stücken verlaufende Querstreben versteift sein, so dass insgesamt ein Rundum-Rahmen ausgebildet wird.The fastening system according to the invention can be stiffened in horizontally between the
In Fig. 2 sind in einem Vertikalschnitt Details einer Ausführungsform des erfindungsgemäßen Befestigungssystems dargestellt. Man erkennt horizontal von der Seite ein in der Schiene 7 fixiertes Befestigungselement 8, das an seiner gebäudezugewandten Seite mit seinem Laufabschnitt 12 gegen die Lauffläche 11 der Schiene 7 anliegt. Auf der gebäudeabgewandten Seite weist das Halteelement 8 zwei Halteabschnitte 9, 9' auf, die entsprechend geformte Abschnitte 10, 10' zweier Wandelemente 1 hintergreifen und damit gegen ein Herausfallen aus der Einhängevorrichtung sichern. Man erkennt auch, dass das in Fig. 2 dargestellte Halteelement 8 das Gewicht des oberen Wandelements 1 aufnimmt, welches mit seinem Abschnitt 10 auf dem Mittelteil des Halteelements 8 aufliegt. Ein gebäudeabgewandter Verblendungsabschnitt 10" dieses oberen Wandelements 1 verdeckt bei Draufsicht auf die montierte Fassade das dahinterliegende Halteelement 8.In Fig. 2 details of an embodiment of the fastening system according to the invention are shown in a vertical section. It can be seen horizontally from the side of a fixed in the
In Fig. 3a ist in einem Vertikalschnitt ein Befestigungssystem 30 nach dem Stand der Technik dargestellt, wie es eingangs zitiert und beschrieben wurde. An der Gebäudewand 2 ist durch eine aufgebrachte Dämmschicht 3 und einen Hinterlüfungshohlraum 4 hindurchgreifend über ein Befestigungselement 35 die Haltevorrichtung 36 starr fixiert. In ihrem oberen Bereich trägt sie einen in horizontaler Richtung und parallel zur Gebäudewand 2 verlaufenden Bolzen 39, auf dem das gesamte Gewicht einer Einhängevorrichtung 37 lastet, die über einen Haken 38 an dem Bolzen 39 aufgehängt ist.FIG. 3 a shows in a vertical section a
Im unteren Bereich ist ein weiterer Bolzen 39' vorgesehen, der von einem weiteren Haken 38' der Einhängevorrichtung 37 umfasst wird. Der Haken 38' liegt jedoch nicht satt auf dem Bolzen 39' auf, sondern dient lediglich der Aufnahme von horizontal zur Einhängevorrichtung 7 wirkenden Kräften. Dies ist im Stand der Technik bewusst so ausgeführt, da man nach Möglichkeit eine Überbestimmung des Systems vermeiden wollte und die Aufhängung definiert am obersten Aufhängepunkt, also dem Bolzen 39 gelagert haben wollte. Insofern wirkt der Haken 38' in vertikaler Richtung nicht als Gegenlager zum Bolzen 39'. Falls es in der Praxis durch bislang unerwünschte Setzvorgänge demnach zu einer Vertikalauflage der Einhängevorrichtung auf mehr als einem einzigen Haken in einer vertikalen Reihe gekommen sein sollte, so wäre dies jedenfalls nicht gewollt, sondern im Gegenteil der Planung zuwiderlaufend und mithin fehlerhaft gewesen.In the lower region, a further bolt 39 'is provided, which is encompassed by a further hook 38' of the
Fig. 3b schließlich zeigt die bekannte Aufhängevorrichtung 30 nach Fig. 3a nochmals in einem schematischen Horizontalschnitt, in welchem der Bolzen 39 und das Befestigungselement 35 gut erkennbar sind.Finally, FIG. 3b once again shows the known
Wie bereits in Fig. 1 gezeigt, können die Schienen 7 des erfindungsgemäßen Befestigungssystems einstückig über ein T-Stück der Haltevorrichtung 6 miteinander verbunden sein. Vorzugsweise besteht die Haltevorrichtung 6 insgesamt aus einem stranggepressten Aluminium-Formprofil, wie es in Fig. 4 in einer Frontalsicht aus horizontaler Richtung dargestellt ist. Man erkennt hier die oben erwähnten Laufflächen 11 der Schienen 7, auf denen im montierten Zustand die Halteelemente 8 gleiten. Zur Befestigung der Halteelemente 8 sind bei diesem Ausführungsbeispiel in festlegbaren Abständen Durchbrüche 11a in Form von Rundlöchern durch die Laufflächen 11 vorgesehen.As already shown in Fig. 1, the
Die stranggepressten Aluminium-Formprofile, aus denen die Haltevorrichtungen 6 aufgebaut sind, sind derart ausgebildet, dass die Schienen 7 nach Art geschlossener Führungsschienen die eingesetzten Halteelemente 8 beidseitig umfassen und ein Herausfallen derselben aus den Schienen 7 verhindern, jedoch eine vertikale Verschiebung, insbesondere eine vertikale Stapelung der Halteelemente 8 innerhalb der Schienen 7 nach Art einer Magazinierung erlauben. Dadurch können vor der Montage der Fassadenplatten die vertikalen Führungsschienen 7 der stranggepressten Aluminium-Formprofile mit den in der Regel ebenfalls aus Aluminium bestehenden Halteelementen 8 wie bei einem Magazin gefüllt und bei der Montage der Wandelemente 1 paarweise angehoben und nach Einsetzen des jeweiligen Wandelements 1 mit Hilfe der in Fig. 1 gezeigten Bolzen 13 fixiert werden.The extruded aluminum molded profiles, from which the
Bei einem eventuell notwendig werdenden Austausch einzelner Wandelemente 1, beispielsweise für Reparaturzwecke, aus optischen oder funktionellen Gründen, müssen nur die darüber befindlichen Wandelemente angehoben werden, ohne dass eine Schraubverbindung gelöst werden müsste. Dies vereinfacht die Handhabung des erfindungsgemäßen Befestigungssystems enorm. Außer bei der Befestigung der Halterungen 5 an den Rohbau sowie der Haltevorrichtungen 6 an die Halterungen 5 müssen bei dieser Ausführungsform für die gesamte weitere Montage weder Dübel noch Schrauben eingesetzt werden. Dieses garantiert eine zwängungsfreie und somit planebene Montage der Wandelemente 1, was insbesondere bei Tonziegelelementen wichtig ist, und reduziert die Montagekosten auf ein Minimum.In a possibly necessary replacement of
In den Figuren 5a bis 5c ist eine Ausführungsform der erfindungsgemäß eingesetzten Halteelemente 8 im Detail von allen Seiten dargestellt. Man erkennt die Halteabschnitte 9, 9' sowie die Laufflächen 12 und die darin angebrachte durchgehende Ausnehmung 12a in Form eines Langlochs. Wie oben erwähnt, kann anstelle eines Langlochs beispielsweise auch eine Gewindebohrung in der Lauffläche 12 vorgesehen sein, durch welche bei in der Zeichnung nicht dargestellten Ausführungsformen ein Gewindebolzen oder eine Klemmschraube zur Verspannung gegen die dahinterliegende Lauffläche 11 einer Schiene 7 gedreht werden kann.FIGS. 5a to 5c show an embodiment of the retaining
Die Figuren 6a bis 6c zeigen eine als Abschlussteil 18 am oberen oder unteren Ende einer Schiene 7 eingesetzte speziellen Ausführungsform der erfindungsgemäß verwendeten Halteelemente. Das Abschlussteil 18 weist lediglich einen Halteabschnitt 19' sowie einen verkürzten Laufabschnitt 22 auf.FIGS. 6a to 6c show a special embodiment of the holding elements used according to the invention as a closing
In Fig. 7 schließlich ist in einer Draufsicht aus der Vertikalen im montierten Zustand des erfindungsgemäßen Befestigungssystems eine Ausführungsform dargestellt, bei der zur Vermeidung von Klappergeräuschen bei Windbelastung einer Fassade zwischen zwei horizontal benachbarten Wandelementen 1 ein federnder Abstandshalter 14 vorgesehen ist, der beispielsweise aus einem elastischen Kunststoff oder aus Metall gefertigt sein kann. Der federnde Abstandshalter 14 ist mit einem Halteabschnitt gebäudeseitig in eine dazu passende Montagerinne 15 zwischen zwei parallel verlaufenden Schienen 7 eingelegt oder eingepresst. Dadurch, dass der Abstandshalter 14 im montierten Zustand Druck auf die beiden benachbarten Wandelemente 1 ausübt, kann er auch Bewegungen senkrecht zur Ebene der Gebäudewand verhindern.In Fig. 7, finally, an embodiment is shown in a plan view from the vertical in the mounted state of the fastening system according to the invention, in which a
Claims (13)
- Mounting system for wall elements (1) on building walls (2), comprising a holding device (6) mounted to the building, and a suspension device which engages with the holding device (6), wherein one or more wall elements (1) are retained on the side of the suspension device facing away from the building, wherein the engagement system formed by the holding device (6) and the suspension device comprises at least two rows, which are separated from each other in a horizontal direction, with at least two holding elements (8; 18) which are disposed below each other in a vertical direction, wherein in each row, at least one holding element (8; 18), with the holding device (6) as counter bearing, adopt the vertical operating forces produced by the suspension device with retained wall elements (1), wherein the holding device (6) comprises at least two vertically extending mounting surfaces which are disposed along the horizontally spaced rows, wherein the suspension device is formed by at least four holding elements (8; 18) which are disposed independently of each other in the longitudinal direction of the mounting surfaces prior to mounting of the wall elements (1), and wherein the holding elements (8; 18) comprise holding sections (9, 9'; 19') which engage behind correspondingly shaped sections (10, 10') of the wall elements (1) and secure the wall elements (1) from falling out after being mounted in the suspension device, characterized in that the mounting surfaces of the holding device (6) are designed as profile rails (7) which can receive the holding elements (8; 18) on their side facing away from the building such that they can be displaced in the longitudinal direction of the rail (7), wherein the rails (7) are designed such that they prevent the holding elements (8; 18), after being inserted into the rails (7), from falling out of the rails (7) in a horizontal direction, and at least two parallel extending rails (7) are connected via a T-piece to form one piece.
- Mounting system according to claim 1, characterized in that the holding elements (8; 18) are mounted in the rails (7) such that they can be fixed.
- Mounting system according to claim 2, characterized in that the rails (7) each comprise a running surface (11) along which a running section (12; 22) of the holding elements (8; 18) can slide.
- Mounting system according to claim 3, characterized in that the running surfaces (11) comprise openings (11a), in particular round holes, at defined locations, preferably disposed at equal distances in the longitudinal direction of the rails (7), the running sections (12; 22) of the holding elements (8; 18) have continuous recesses (12a), in particular elongate holes, and the holding elements (8; 18) can be mounted to the rails (7) using bolts (13) which are inserted through the recesses (12a) and the openings (11a).
- Mounting system according to claim 3, characterized in that the running sections (12; 22) of the holding elements (8; 18) have continuous threaded bores, and the holding elements (8; 18) can be mounted to the rails (7) using clamping screws or threaded bolts which are screwed through the threaded bores.
- Mounting system according to any one of the preceding claims, characterized in that the rails (7) are formed from extruded shape profiles, preferably from aluminium shape profiles.
- Mounting system according to claim 6, characterized in that the rails (7) are rigidly connected to the housing wall (2) via holders (5), in particular, via angle brackets or T-shaped brackets which are preferably made from aluminium.
- Mounting system according to any one of the preceding claims, characterized in that resilient spacers (14), which extend substantially in a vertical direction, are disposed between wall elements (1), which are mounted next to each other in a horizontal direction, and are inserted or pressed into matching mounting grooves (15) of the holding device (6) on the building side.
- Mounting system according to claim 8, characterized in that the resilient spacers (14) are produced from an elastic plastic material.
- Mounting system according to claim 8, characterized in that the resilient spacers (14) are produced from metal.
- Mounting system according to any one of the claims 8 through 10, characterized in that the resilient spacers (14) are designed such that, in the mounted state, they exert pressure on the wall elements (1), thereby preventing any motion perpendicular to the plane of the housing wall (2) and thereby also the generation of rattling noise of the mounted wall elements (1).
- Mounting system according to any one of the preceding claims, characterized in that the holding device (6) is backed with a thermal separating layer, in particular an insulating material (3), towards the housing wall (2).
- Mounting system according to any one of the preceding claims, characterized in that the vertically extending rails (7) are reinforced by cross members, in particular, are designed as a circumferential frame.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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DE20014707U | 2000-08-25 | ||
DE20014707U DE20014707U1 (en) | 2000-08-25 | 2000-08-25 | Fastening system for wall elements on building walls |
Publications (4)
Publication Number | Publication Date |
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EP1182306A2 EP1182306A2 (en) | 2002-02-27 |
EP1182306A3 EP1182306A3 (en) | 2002-06-12 |
EP1182306B1 EP1182306B1 (en) | 2006-09-13 |
EP1182306B9 true EP1182306B9 (en) | 2007-03-07 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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EP00127034A Expired - Lifetime EP1182306B9 (en) | 2000-08-25 | 2000-12-09 | Connection system for wall elements on building walls |
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EP (1) | EP1182306B9 (en) |
AT (1) | ATE339569T1 (en) |
DE (2) | DE20014707U1 (en) |
ES (1) | ES2272232T3 (en) |
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Publication number | Priority date | Publication date | Assignee | Title |
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DE10205623B4 (en) * | 2002-02-12 | 2004-04-22 | Wendker Fassaden-Systembau Gmbh | Fastening system for small format wall elements on building walls |
NL1022983C2 (en) * | 2003-03-20 | 2004-09-21 | Justimax B V | Assembly provided with at least one tile and suspension profiles therefor, as well as such a tile, such suspension profiles, a joint profile and a method for suspending tiles. |
JP3804656B2 (en) * | 2003-11-27 | 2006-08-02 | ニチハ株式会社 | Exterior wall construction structure |
ES2316305B1 (en) * | 2005-06-13 | 2010-01-22 | Gresmanc Internacional, S.L. | FIXING SYSTEM FOR VENTILATED FACADE. |
WO2008127207A2 (en) * | 2007-04-11 | 2008-10-23 | Mehmet Ozkan | Building outer facade covering set |
EA012653B1 (en) * | 2007-08-08 | 2009-12-30 | Совместное Общество С Ограниченной Ответственностью "Алюминтехно" | Add-on ventilated facade fastener system |
DE102008056970B4 (en) * | 2008-11-13 | 2010-10-07 | Moeding Keramikfassaden Gmbh | facade construction |
IT1401823B1 (en) * | 2010-09-24 | 2013-08-28 | Pro Energy Systems S R L | SELF-SUPPORTING MODULE FOR THE FACADE OF A BUILDING. |
TWM542051U (en) | 2015-10-15 | 2017-05-21 | 亨特道格拉斯建築產品(中國)有限公司 | Mounting system of a panel |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1125123A (en) * | 1965-09-01 | 1968-08-28 | Jules Scott Zibell | Improved building system for attaching panels to structural supports |
US4063393A (en) * | 1973-05-10 | 1977-12-20 | Toti Andrew J | Panel assembly structure and procedure for assembling same |
DE2410074A1 (en) * | 1974-03-02 | 1975-09-18 | Baupatent Gmbh | Building's external wall-facing rear-ventilated panel fixture - with building height rails holding hooked profiles with panels suspended at interval |
FR2568290B1 (en) * | 1984-07-27 | 1987-01-02 | Metodecor | FASTENING FRAME OF FOLDED SHEET BOXES FOR FACADE CLADDING, AND COMPONENTS THEREFOR |
DE8621152U1 (en) * | 1986-08-07 | 1987-12-03 | Christian Pohl GmbH, 5000 Köln | Kit consisting of individual construction elements for wall or ceiling cladding on buildings |
DE29814948U1 (en) | 1998-08-20 | 1998-12-17 | WENDKER Leichtmetall- und Leichtbau GmbH, 45701 Herten | Fastening system for wall elements on building walls |
-
2000
- 2000-08-25 DE DE20014707U patent/DE20014707U1/en not_active Expired - Lifetime
- 2000-12-09 AT AT00127034T patent/ATE339569T1/en not_active IP Right Cessation
- 2000-12-09 ES ES00127034T patent/ES2272232T3/en not_active Expired - Lifetime
- 2000-12-09 EP EP00127034A patent/EP1182306B9/en not_active Expired - Lifetime
- 2000-12-09 DE DE50013467T patent/DE50013467D1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
EP1182306A2 (en) | 2002-02-27 |
EP1182306A3 (en) | 2002-06-12 |
EP1182306B1 (en) | 2006-09-13 |
DE50013467D1 (en) | 2006-10-26 |
DE20014707U1 (en) | 2000-10-26 |
ES2272232T3 (en) | 2007-05-01 |
ATE339569T1 (en) | 2006-10-15 |
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