EP2453075A1 - Module simple détachable, ensemble coulissant, système de sous-construction d'aluminium pour revêtir des matériaux tel le verre, la céramique, etc. - Google Patents

Module simple détachable, ensemble coulissant, système de sous-construction d'aluminium pour revêtir des matériaux tel le verre, la céramique, etc. Download PDF

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Publication number
EP2453075A1
EP2453075A1 EP10191076A EP10191076A EP2453075A1 EP 2453075 A1 EP2453075 A1 EP 2453075A1 EP 10191076 A EP10191076 A EP 10191076A EP 10191076 A EP10191076 A EP 10191076A EP 2453075 A1 EP2453075 A1 EP 2453075A1
Authority
EP
European Patent Office
Prior art keywords
profile
fixing
modules
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.)
Granted
Application number
EP10191076A
Other languages
German (de)
English (en)
Other versions
EP2453075B1 (fr
Inventor
Metin Yilmaz
Huseyin Gokdemir
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.)
Cuhadaroglu Metal Sanayi Ve Pazarlama AS
Original Assignee
Cuhadaroglu Metal Sanayi Ve Pazarlama AS
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Cuhadaroglu Metal Sanayi Ve Pazarlama AS filed Critical Cuhadaroglu Metal Sanayi Ve Pazarlama AS
Priority to EP20100191076 priority Critical patent/EP2453075B1/fr
Publication of EP2453075A1 publication Critical patent/EP2453075A1/fr
Application granted granted Critical
Publication of EP2453075B1 publication Critical patent/EP2453075B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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 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 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) with special geometric shape, 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) with special geometric shapes 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) with special geometric shape, 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) with special geometric shape 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) with special geometric shape, 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
  • 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.
  • gaskets (9) which provide water, dust, air tightness are assembled to channels (assembling groove) (2.3) with special geometric shapes in the frame profiles (2).
  • 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) with special geometric shape of the mechanical support profile.
  • the fins (4.1) with special geometric shape 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 for screw (4.2) with special geometric shape 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 with special geometric shape (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) with special geometric shape 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 special geometric shapes in the frame profiles (2) which are used to form the modules (15).
  • the position of the fixing set in the frame profiles (14) 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) with special geometric shape 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) with special geometric shape, 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) with special geometric shape whereto the vertical gaskets (8) on the main load-bearing profile (1) are attached.
  • Protrusion (10.2) with a special geometric shape 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).
  • locking claw of the fixing profile (3) and the Fixing Plastic (6) is enabled to be detached by getting free from the tab (1.1) of the main load-bearing profile (1).
  • This process is applied to all fixing sets that assemble the module (15) to the main load-bearing profile (1). After disassembling of all fixing sets (14) that assemble the module to the main load-bearing profile (1), the disassembling of the modules have been completed and it can be taken out.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP20100191076 2010-11-12 2010-11-12 Module simple détachable, ensemble coulissant, système de sous-construction d'aluminium pour revêtir des matériaux tel le verre, la céramique, etc. Not-in-force EP2453075B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP20100191076 EP2453075B1 (fr) 2010-11-12 2010-11-12 Module simple détachable, ensemble coulissant, système de sous-construction d'aluminium pour revêtir des matériaux tel le verre, la céramique, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP20100191076 EP2453075B1 (fr) 2010-11-12 2010-11-12 Module simple détachable, ensemble coulissant, système de sous-construction d'aluminium pour revêtir des matériaux tel le verre, la céramique, etc.

Publications (2)

Publication Number Publication Date
EP2453075A1 true EP2453075A1 (fr) 2012-05-16
EP2453075B1 EP2453075B1 (fr) 2014-10-29

Family

ID=43608830

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20100191076 Not-in-force EP2453075B1 (fr) 2010-11-12 2010-11-12 Module simple détachable, ensemble coulissant, système de sous-construction d'aluminium pour revêtir des matériaux tel le verre, la céramique, etc.

Country Status (1)

Country Link
EP (1) EP2453075B1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT515910A4 (de) * 2014-10-08 2016-01-15 Peter Ing Klement Tragekonstruktion für Platten

Citations (10)

* Cited by examiner, † Cited by third party
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
FR2133902A1 (fr) * 1972-04-19 1972-12-01 Aluminium Walzwerke Singen
DE3032343A1 (de) * 1980-08-28 1982-03-11 Dr. Hahn GmbH & Co KG, 4050 Mönchengladbach Befestigungsanordnung fuer profilleisten
EP0549215A1 (fr) * 1991-12-24 1993-06-30 Hunter Douglas Industries B.V. Système de revêtement pour mur-rideau
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
EP0657601A1 (fr) * 1993-12-13 1995-06-14 Adenda (S.A.) Dispositif pour la pose de carrelages sur une ossature verticale en bois ou en métal
US20080010922A1 (en) 2006-07-14 2008-01-17 Rudolf Wagner Curtain-Type Facade Structure
EP1882791A2 (fr) * 2006-07-25 2008-01-30 RIZZA, Domenico Panneau modulaire pour la création de façades ventilées pour bâtiments
DE202008011312U1 (de) * 2008-08-25 2008-12-04 Ideematec Deutschland Gmbh Verriegelungssystem zum Verriegeln von flächigen Solarmodulen

Patent Citations (10)

* Cited by examiner, † Cited by third party
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
FR2133902A1 (fr) * 1972-04-19 1972-12-01 Aluminium Walzwerke Singen
DE3032343A1 (de) * 1980-08-28 1982-03-11 Dr. Hahn GmbH & Co KG, 4050 Mönchengladbach Befestigungsanordnung fuer profilleisten
EP0549215A1 (fr) * 1991-12-24 1993-06-30 Hunter Douglas Industries B.V. Système de revêtement pour mur-rideau
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
EP0657601A1 (fr) * 1993-12-13 1995-06-14 Adenda (S.A.) Dispositif pour la pose de carrelages sur une ossature verticale en bois ou en métal
US20080010922A1 (en) 2006-07-14 2008-01-17 Rudolf Wagner Curtain-Type Facade Structure
EP1882791A2 (fr) * 2006-07-25 2008-01-30 RIZZA, Domenico Panneau modulaire pour la création de façades ventilées pour bâtiments
DE202008011312U1 (de) * 2008-08-25 2008-12-04 Ideematec Deutschland Gmbh Verriegelungssystem zum Verriegeln von flächigen Solarmodulen

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT515910A4 (de) * 2014-10-08 2016-01-15 Peter Ing Klement Tragekonstruktion für Platten
AT515910B1 (de) * 2014-10-08 2016-01-15 Peter Ing Klement Tragekonstruktion für Platten

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