EP2453075B1 - Einteilige lösbare Schiebeanordnung und Aluminiumunterbausystem für Hüllmaterialien wie Glas, Keramik usw - Google Patents
Einteilige lösbare Schiebeanordnung und Aluminiumunterbausystem für Hüllmaterialien wie Glas, Keramik usw Download PDFInfo
- Publication number
- EP2453075B1 EP2453075B1 EP20100191076 EP10191076A EP2453075B1 EP 2453075 B1 EP2453075 B1 EP 2453075B1 EP 20100191076 EP20100191076 EP 20100191076 EP 10191076 A EP10191076 A EP 10191076A EP 2453075 B1 EP2453075 B1 EP 2453075B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- profile
- fixing
- main load
- profiles
- sub
- 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.)
- Not-in-force
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Classifications
-
- 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
-
- 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
- E04F13/083—Hooking means on the back side of the covering elements
Definitions
- the present invention relates to an aluminium sub-construction system which enables to install cladding materials such as ceramic, aluminum, wood, clay, glass, composite, etc. onto building and the related materials to be carried by building under loads such as gravity, wind, etc.
- cladding materials such as ceramic, aluminum, wood, clay, glass, composite, etc.
- connection parts need to be fixed by being screwed both at the bottom and on the top; and the installed part cannot only be detached if required; water, dust, and air leakage behind the cladding material from gap between the cladding materials cannot be prevented; the cladding material must be resistant to stress and deformations that will occur under its own weight.
- connection parts need to be fixed by being screwed; lower and upper sections of the cladding material must be produced with special geometric cross-section; production in these geometries is not possible for some of material types such as ceramic, glass, composite, etc.; water, dust, and air leakage behind the cladding material from gap between the cladding materials cannot be prevented.
- the cladding material requires suitable anchorage and screw connection; it needs horizontal load-bearing profiles in both lower line and upper line of plate in order that transport process is carried out over the hooks; the cladding material must be resistant to stress and deformations that will occur under its own weight; water, dust and air leakage behind the cladding material from the gaps between the cladding materials cannot be prevented.
- the cladding material in form of plate is adhered to main load bearing profile directly.
- cladding material such as clay, ceramic, stone, etc.
- disadvantages of these types of applications are that: the cladding material cannot be detached if required; difficulty of error correction in misapplications; increases of stress occur that may lead to fractures on the cladding material under movements of the building.
- connection pans need to be fixed by being screwed both at the bottom and on the top; and the installed part cannot only be detached if required; water, dust and air leakage behind the cladding material from the gaps between the cladding materials cannot be prevented; the cladding material must be resistant to stress and deformations that will occur under its own weight; the cladding material requires different geometric cross-sections in the upper and lower horizons thereof.
- the objective of the present invention is to enable cladding materials (7), which are produced from materials such as ceramic, wood, aluminum, clay, glass, composite, etc., to be installed to the load-bearing system of a building using main load-bearing aluminum profiles (1), anchorages (5) which enable connection of main load-bearing profiles to the load-bearing system of a building, frame profiles (2) which forms module by being assembled with cladding materials (7), mechanical support profiles (4) which carry dead loads of modules and prevent their axial movement, fixing profile (3) and fixing plastic (6) which enable assembling of modules (15) to the main load-bearing profiles (1) without using connection part such as screw, rivet, etc., gaskets (8,9) which provide water, dust, air tightness in horizontal and vertical joints; and to be carried by the building under loads such as gravity, wind, etc.
- cladding materials (7) which are produced from materials such as ceramic, wood, aluminum, clay, glass, composite, etc.
- modules (15) by assembling of cladding materials (7), which are produced from materials such as ceramic, wood, aluminum, clay, glass, composite, etc., with adhesives (11) of silicone, polyurethane, tape etc. chemically or with connection parts (13) such as screw, rivet, etc. mechanically.
- Another objective of the invention is to enable the modules (15) to be carried by the main load-bearing profile (1) under loads such as wind, impact, etc. by assembling the modules (15), which are composed from assembly of the cladding materials (7) produced from materials such as ceramic, wood, aluminum, clay, glass, composite, etc., with frame profiles (2), to the main load-bearing profile (1) using fixing profiles (3) and fixing plastics (6) without using connection part (13) such as screw, rivet, etc.
- Another objective of the invention is to adjust the position of the fixing set easily after assembling of the fixing set by sliding to the modules (15), in which cladding material (7) made from materials such as ceramic, wood, aluminum, clay, glass, composite, etc. and frame profiles (2) are assembled.
- Another objective of the invention is to provide that the mechanical support profiles (4) will prevent the axial movement and carry dead loads of the modules (15), in which cladding material (7) made from materials such as ceramic, wood, aluminum, clay, glass, composite, etc. and frame profiles (2) are assembled.
- Another objective of the invention is to use gaskets (9) which provide water, dust, air tightness in horizontal joints of the modules (15) assembled to the main load-bearing profiles (1).
- Another objective of the invention is to be able to detach and then attach the desired module (15) by using disassembly tool (10), if required, after installation of the modules (15) to the main load-bearing profile (1) by using fixing profiles (3) and fixing plastics (6).
- sub-construction system which enables cladding materials produced from materials such as ceramic, wood, aluminum, clay, glass, composite, etc. to be installed to building load-bearing system and carried by building under loads such as gravity, wind, etc., in general the preferred embodiments of the system, are described only for better understanding of the subject and in such a manner that it won't produce any limiting effect.
- the inventive sub-construction system which enables cladding materials (7) produced from materials such as ceramic, wood, aluminum, clay, glass, composite, etc. to be installed to building load-bearing system (16) and to be carried by building under loads such as gravity, wind, etc. generally consists of: main aluminum load-bearing profiles (1) which are produced in extrusion presses in accordance with groove of the accessory and installation; anchorages (5) which enable to install the main load-bearing profiles to the load-bearing system of building ; frame profiles (2) which forms modules (15) by being assembled with cladding materials (7), Mechanical support profiles (4) which carry dead loads of modules and axial loads due to the wind loads; fixing profile (3) and fixing plastics (6), which are assembled to the main load-bearing profiles (1) without using connection parts such as screw, rivet, etc.; fixing profile (3) and fixing plastics (6) which enable the modules (15) to be carried by main load bearing profiles (1) under loads such as wind, impact, etc.; and gaskets (9, 8) which provide water, dust and air tightness in
- the main load-bearing profiles are fixed to the building load-bearing system (16) using anchorages (5) at certain intervals.
- Number of anchorages (5) to be used is determined depending on the building load-bearing system (16), height of the main load-bearing profile (1), weight of the modules (15) and building height.
- Anchorages (5) are installed to the building load-bearing system (16) by using chemical or mechanical anchors (12).
- the anchorages (5) can be moved axially by means of its horizontal sliding slots (5.1), without changing the position of the assembly hole, if required, after installation of the anchorages to the building load-bearing system (16).
- connection part (13) such as bolt, rivet, etc.
- Mechanical support profiles (4) which carry dead loads of the modules, are fixed to the main load-bearing profiles (1) by using two fixing screws.
- the modules between the two main load-bearing profiles are placed on fins (4.1) of the mechanical support profile.
- the fins (4.1) of the mechanical support profile (4) enable the dead loads of the modules to be carried by the main load-bearing profile (1).
- the groove (4.2) for screw (13) owned by the mechanical support profile (4) it is provided to place the modules by being guided and the axial displacements to be prevented.
- 10 mm joint space which will be formed between the modules (15) is adjusted. This joint space allows extensions that will occur in the modules (15) because of thermal expansions.
- Fixing Plastics (6) are assembled to the inner groove (3.1) of the fixing profiles (3) without using connection part (13) such as screw, rivet, etc.
- the Fixing Plastics (6) are placed to the fixing profile (3) groove by being pushed.
- Knurls (6.1) in the Fixing Plastic (6) are placed to the groove (3.1) in the fixing profile (3) with the effect of pushing force.
- the fixing set (14) formed by the fixing profile (3) and the Fixing Plastic (6) is driven to the channels (2.4) with in the frame profiles (2) which are used to form the modules (15).
- the position of the fixing set (14) in the frame profiles (2) is adjusted by means of stopping arm (6.3) of fixing plastic (6).
- Fixing sets (14) are released for each module by sliding in channel of the horizontal frame profiles (2.4) at 5-20 cm left or right distance from mechanical support profile (4). Fixing sets (14) are positioned in any point by means of stopping arm (6.3) of the fixing plastic (6) where it is released and it will not move by itself. Bottom of the modules are located onto the mechanical support profile (4) then the modules are fixed to the main load-bearing profiles (1) by means of the fixing set (14). Fixing process is carried out by sliding the fixing set (14) in the module and by clamping the locking claw of the fixing plastic to the main load-bearing profile (1), without using connection part such as screw, rivet, etc. After assembly of the modules (15) is completed, vertical gasket (8) is installed to groove (1.2) in the main load-bearing profile (1) in order to close vertical joints occurring between the modules (15) and provide water, dust, air tightness.
- any module can be disassembled in a very short period of time by using disassembly tool (10), when requested.
- disassembly tool (10) For disassembly process, vertical gaskets (8) in the joints of the main load-bearing profile (1) are detached. End of the disassembly tool (10) is placed to the groove (1.2) whereto the vertical gaskets (8) on the main load-bearing profile (1) are attached.
- Protrusion (10.2) in the end of the disassembly tool (10) will force axially the fixing profile (3) and fixing plastic (6) when disassembly tool is rotated after positioning the disassembly tool in the axe of the fixing profile (3) and fixing plastic (6), which assemble the modules (15) to the main load bearing profiles (1).
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Claims (13)
- Ein Unterbausystem umfassend mindestens ein Rahmenprofil (2) mit gerändelten Oberflächen (2.1), das es ermöglicht, dass das Hüllmaterial in Form von Platten (7) wie Keramik, Aluminium, Holz, Tonerde, Glas, Verbundstoff etc. in ein Modul (15) eingebaut wird, einen Vorsprung (2.2), der die Übertragung der Eigenlast der darauf angeordneten Platten ermöglicht und Kanäle (2.4), die ermöglicht, dass ein Befestigungsprofil (3)durch Gleiten eingebaut wird und dass die auf die Platte (7) wirkende Last zum Befestigungsprofil (3) durch Gleiten übertragen wird und die Übertragung der auf die Platte (7) wirkende Last über Rahmenprofil (2) zum Befestigungsprofil ermöglicht, ein Befestigungsprofil (3) mit einer Rille (3.1), die ermöglicht, dass darin ein Befestigungskunststoff (6) angeordnet wird und Vorsprünge, welche die auf die Platte wirkende Last zu einem Last-Tragprofil (1) überträgt; ein Befestigungskunststoff (6) mit einem Rändel (6.1), welches verhindert, dass es aus dem Befestigungsprofil (3) ausfährt, eine Verriegelungsklaue (6.2), welche verhindert, dass ein aus Befestigungsprofil (3) und einem Befestigungskunststoff (6) bestehender Befestigungssatz (14) nach dem Zusammenbau aus seiner Lage versetzt wird und einen Halter-Arm (6.3), der verhindert, dass der Befestigungssatz (14) innerhalb des Kanals (2.4) zwischen Anhängern des Rahmenprofils (2) nicht wegrutscht; ein Demontagegerät (10) mit zylindrischem Vorsprung (10.1), der die Kraftübertragung ermöglicht, indem er durch die beiden Fugenspalten des abzubauenden Moduls in die Innenseite platziert wird und einen exzentrischen Vorsprung (10.2), der den Befestigungssatz (14) des abzubauenden Moduls schiebt, wobei er ermöglicht, dass die Verriegelungsklaue (6.2) freigegeben wird und dadurch er die Demontage des Befestigungssatzes (14) ermöglicht; und wobei der Modul (15) am Haupt-Last-Tragprofil (1) und somit am Bauwerk durch Bringen eines Moduls (15), eingebaut ist, an dem eine Platte (7) angehaftet oder montiert ist und welcher durch Anordnung eines Befestigungssatzes (14) in den Kanälen (2.4) zwischen den Haupt-Last-Tragprofilen (1) die Befestigungssätze (14) zu den Haupt-Last-Tragprofilen (1)schiebt und wobei dann die Befestigungskunststoff-Verriegelungsklaue (6.2) in einen Anhänger (1.1) an dem Haupt-Last-Trag-Profil (1) eingreift.
- Unterbausystem nach Anspruch 1, dadurch gekennzeichnet, dass es aus Rahmenprofilen (2) mit Kanälen (2.4), an denen der Befestigungssatz (14) gleitend eingebaut werden kann oder die Rahmenprofile (2) eingreifen kann, woran Hüllmaterialien (7) wie Keramik, Aluminium, Holz, Tonerde, Glas, Verbundstoff usw. chemisch oder mechanisch montiert werden kann.
- Unterbausystem nach Anspruch 1, dadurch gekennzeichnet, dass es den Befestigungskunststoff (6) mit einem Halter-Arm (6.3) umfasst, welcher, nachdem der Befestigungssatz (14) gleitend eingebaut worden ist oder die Rahmenprofile (2) eingegriffen hat, woran die Hüllmaterialien (7) wie Keramik, Aluminium, Holz, Tonerde, Glas, Verbundstoff usw. chemisch oder mechanisch montiert sind, die Bewegung des Satzes an sich verhindert und die Änderung der Position zulässt nur wenn zusätzliche Kraft ausgeübt wird.
- Unterbausystem nach Anspruch 1, gekennzeichnet durch Rahmenprofile (2) mit einer Montagerille (2.3) für Dichtungen (9), die den Auslauf von Wasser, Luft und Staub durch die Lücke zwischen Rahmenprofile (2) hindurch verhindert, die mit Hüllmaterialien (7) wie Keramik, Aluminium, Holz, Tonerde, Glas, Verbundstoff usw. mechanisch oder chemisch aufgebaut sind.
- Unterbausystem nach Anspruch 1, gekennzeichnet durch Rahmenprofile (2) mit Vorsprünge (2,2), welche die Führung sowie mechanischen oder chemischen Aufbau der Rahmenprofile (2) mit Hüllmaterialien (7) wie Keramik, Aluminium, Holz, Tonerde, Glas, Verbundstoff ermöglichen.
- Unterbausystem nach Anspruch 1, gekennzeichnet durch Befestigungsprofile (3) und Befestigung (6), welche ermöglichen, dass die Rahmenprofile (2) mit mechanischer Tragprofilen durch Gleiten der Hüllmaterialien (7) wie Keramik, Aluminium, Holz, Tonerde, Glas, Verbundstoff usw. auf bzw. in die Rahmenprofile aufgebaut werden.
- Unterbausystem nach Anspruch 1, dadurch gekennzeichnet, dass der Befestigungssatz (14) und somit die Modulen durch Bewegung des am Rahmenprofil (2) angeordneten Befestigungssatzes am Haupt-Last-Tragsystem befestigt sind und dabei die Verriegelungsklaue (6.2) des Kunststoffes (6) mit Last-Tragprofil Anhänger eingreifen, um die Module an das Haupt-Last-Tragprofil (1) zu befestigen.
- Unterbausystem nach Anspruch 1, dadurch gekennzeichnet, dass die zur Gleitrichtung des gleitend an den mit Hüllmaterialien (7) wie Keramik, Aluminium, Holz, Tonerde, Glas, Verbundstoff usw. aufgebauten Rahmenprofilen (2) angeordneten Befestigungssatzes (14) senkrecht gerichteten Bewegungen mit Hilfe des erwähnten Rahmenprofil-Kanals (2.4) blockiert sind.
- Unterbausystem nach Anspruch 1, dadurch gekennzeichnet, dass es ein mechanisches Tragprofil aufweist, welcher Rippen (4.1) hat, die die Eigenlast des Moduls an das Haupt-Last-Tragprofil überträgt und Schraubenöffnungen (4.2), die die lateralen Bewegung (rechts-links) des Moduls verhindern und eine Schraube (13) zur Montage des mechanischen Tragprofils an das Haupt-Last-Tragprofil anleiten.
- Unterbausystem nach Anspruch 1, dadurch gekennzeichnet, dass es Haupt-Last-Tragprofil mit Rillen (1.2) aufweist, die es ermöglichen das mechanischen Tragprofil an irgendeiner Stellung an das Haupt-Last-Tragprofil anzuschrauben und welche für die Schraubenbahn geeignet sind.
- Unterbausystem nach Anspruch 1, dadurch gekennzeichnet, dass es Haupt-Last-Tragprofil (1) umfasst, das Rillen (1.2) aufweist, welche Anhänger hat, die es ermöglichen, dass eine senkrechte Dichtung (8), die die zur Demontage erforderliche Kraftübertragung durch Anordnung in die innere Seite durch die beiden Fügespalten des abzubauenden Moduls bereitstellt und welche den Befestigungssatz (14) des zu demontierenden Moduls mit Hilfe der Rotationsbewegung des Demontagegeräts (100) schiebt und dabei die Freisetzung der Verriegelungsklaue (6.2) und somit die Demontage des Befestigungssatzes (14) und dann des Moduls ermöglicht.
- Unterbausystem nach Anspruch 1, gekennzeichnet durch Demontagegerät (10), welches einen zylindrischen Vorsprung (10.1) aufweist, der es ermöglicht, dass die zur Demontage erforderliche Kraftübertragung durch Anordnung in die innere Seite durch die beiden Fügespalten des zu demontierenden Moduls bereitstellt und welche den Befestigungssatz (14) des zu demontierenden Moduls mit Hilfe der Rotationsbewegung des Demontagegeräts (10) schiebt und dabei die Freisetzung der Verriegelungsklaue (6.2) und somit die Demontage des Befestigungssatzes (14) und dann des Moduls ermöglicht.
- Unterbausystem nach Anspruch 1, gekennzeichnet durch das Demontagegerät (10), das einen exzentrischen Vorsprung (10.2) aufweist, welcher es ermöglicht, dass der Befestigungssatz (14) gedreht und demontiert wird, welcher die an den Haupt-Last-Tragprofilen (1) angebrachten Module (15) einspannt und die Demontage des Moduls (15) ermöglicht.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20100191076 EP2453075B1 (de) | 2010-11-12 | 2010-11-12 | Einteilige lösbare Schiebeanordnung und Aluminiumunterbausystem für Hüllmaterialien wie Glas, Keramik usw |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20100191076 EP2453075B1 (de) | 2010-11-12 | 2010-11-12 | Einteilige lösbare Schiebeanordnung und Aluminiumunterbausystem für Hüllmaterialien wie Glas, Keramik usw |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2453075A1 EP2453075A1 (de) | 2012-05-16 |
EP2453075B1 true EP2453075B1 (de) | 2014-10-29 |
Family
ID=43608830
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20100191076 Not-in-force EP2453075B1 (de) | 2010-11-12 | 2010-11-12 | Einteilige lösbare Schiebeanordnung und Aluminiumunterbausystem für Hüllmaterialien wie Glas, Keramik usw |
Country Status (1)
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EP (1) | EP2453075B1 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT515910B1 (de) * | 2014-10-08 | 2016-01-15 | Peter Ing Klement | Tragekonstruktion für Platten |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1158608A (en) * | 1967-03-07 | 1969-07-16 | Turners Asbestos Cement Co | Improvements in Clips for Fixing Wall or Ceiling Panels in Position |
DE1659937A1 (de) * | 1968-02-03 | 1971-01-28 | Goetz Kg Metallbau | Befestigungsvorrichtung fuer eine plattenfoermige Wandverkleidung |
FR2133902B1 (de) * | 1972-04-19 | 1977-04-01 | Aluminium Walzwerke Singen | |
DE3032343A1 (de) * | 1980-08-28 | 1982-03-11 | Dr. Hahn GmbH & Co KG, 4050 Mönchengladbach | Befestigungsanordnung fuer profilleisten |
ES2085580T3 (es) * | 1991-12-24 | 1996-06-01 | Hunter Douglas Ind Bv | Sistema de revestimiento por muro cortina. |
DE9311911U1 (de) * | 1993-08-10 | 1993-12-02 | Baumjohann Adolf | Wand- und Deckenvertäflung aus einschichtig verleimten Massivholzplatten mit variablen Fugenbreiten und Gratleisten mit Schiebestücken für die Durchsteckverdübelung und die direkte Justierung |
FR2713689B1 (fr) * | 1993-12-13 | 1996-02-16 | Adenda | Dispositif pour la pose de carrelages sur une ossature verticale en bois ou en métal. |
DE102006033045A1 (de) | 2006-07-14 | 2008-01-17 | Moeding Keramikfassaden Gmbh | Vorgehängte Fassadenkonstruktion |
ITTO20060548A1 (it) * | 2006-07-25 | 2008-01-26 | Domenico Rizza | Pannello modulare per la realizzazione di facciate ventilate di edifici |
DE202008011312U1 (de) * | 2008-08-25 | 2008-12-04 | Ideematec Deutschland Gmbh | Verriegelungssystem zum Verriegeln von flächigen Solarmodulen |
-
2010
- 2010-11-12 EP EP20100191076 patent/EP2453075B1/de not_active Not-in-force
Also Published As
Publication number | Publication date |
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EP2453075A1 (de) | 2012-05-16 |
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