EP2453075A1 - Single module detachable, sliding assembly, aluminium sub-construction system for cladding materials such as glass, ceramic, etc. - Google Patents
Single module detachable, sliding assembly, aluminium sub-construction system for cladding materials such as glass, ceramic, etc. Download PDFInfo
- 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
Links
Images
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)
Abstract
Description
- 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.
- In the state of the art; for installation of cladding materials in form of plate such as clay, ceramic, stone, etc. to building, there are sub-construction systems wherein two-channel aluminum fixing profile is fixed to vertical main load bearing profiles by being screwed and cladding material or frame profile assembled with cladding material is located on upper channel of this profile, whereas upper section of the same cladding material or frame profile assembled with cladding material is fitted to lower channel of a second fixing profile in the same geometry, then second fixing profile is screwed to the main load bearing profile as well.
- In another application in the state of the art; for installation process of cladding material such as clay, ceramic, stone, etc. to building, there are sub-construction systems wherein steel connection parts, on which there are 4 protrusions outwards locally, are fixed to main load bearing profiles by being screwed; cladding material is placed to lower grooves of these said connection parts and then a second steel connection part is fixed to the load bearing profile by being screwed such that it will clutch upper section of cladding material into channels therein. (e.g.: Eurofox MTC-v-100)
- Disadvantages of both types of applications are that: the 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.
- In another application in the state of the art; for installation of cladding material such as clay, ceramic, stone, etc. to building, there are sub-construction systems wherein horizontal load-bearing profiles are fixed to main load bearing profiles by being screwed; local aluminium profiles comprising connection springs on thereof are attached to the horizontal load-bearing profiles; and at first upper section with special geometric cross-section of cladding material is placed to lower channels of the local aluminium profile; and then lower section with special geometric cross-section of cladding material is fixed to the local aluminium profile by means of special elastic springs. (e.g.:
US 2008/0010922 ) - Disadvantages of these types of applications are that: the 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.
- In another application in the state of the art; for installation of cladding material such as clay, ceramic, stone, etc. to building, horizontal load-bearing profiles are fixed to main load bearing profiles by being screwed or riveted continuously. Cladding material in form of plate and locally applied hooks are assembled using suitable anchorage and screwing method. Cladding material in form of plate on the horizontal load-bearing profile is moved towards the main load-bearing profile by means of local hooks then the hooks are used to fix the cladding material to the horizontal load-bearing profiles by moving it downwards. (e.g.: Eurofox MLVk-v-20)
- Disadvantages of these types of applications are that: 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.
- In another application in the state of the art; for installation of cladding material such as clay, ceramic, stone, etc. to building, the cladding material in form of plate is adhered to main load bearing profile directly. (e.g.: Eurofox MTK-v-100)
- In addition to the abovementioned disadvantages, 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.
- In another application in the state of the art; for installation of cladding material such as clay, ceramic, stone, etc. to building, local connection parts with two-channel are placed to vertical channels on main load bearing profile by being laid and then they are fixed to the main load bearing profile by being screwed or riveted. Cladding material in form of plate is placed to lower grooves of the said local connection parts and then a second connection part is attached to the channels in the load bearing profile such that it will clutch the upper section of the cladding material into the channels therein and it is fixed by being screwed when it is moved onto the cladding material. (e.g.: Faveton Ceram SAH) Disadvantages of these types of applications are that: the 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.
- Another objective of the invention is to form 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).
- The present invention should be evaluated in conjunction with the figures which are described below, in order that it's configuration and advantages with the additional members are understood best.
-
Figure 1 is the sectional view of Building Load-Bearing System - Anchorage -
Figure 2 is the sectional view of Main Load-Bearing Profile - Anchorage -
Figure 3 is the sectional and isometric view of Fixing profile - Fixing Plastic -
Figure 4 is the sectional view of Frame Profile - Cladding Material -
Figure 5 is the isometric view of Frame Profile - Cladding Material -
Figure 6 is the sectional view of Module - Horizontal Joint Gasket -
Figure 7 is the isometric view of Module - Horizontal Joint Gasket -
Figure 8 is the sectional and isometric view of Module - Fixing set before Installation -
Figure 9 is the sectional and isometric view of Module - Fixing set after Installation -
Figure 10 is the sectional view of Main Load-Bearing Profile - Mechanical support profile before Installation -
Figure 11 is the isometric view of Main Load-Bearing Profile - Mechanical support profile before Installation -
Figure 12 is the isometric view of Main Load-Bearing Profile - Mechanical support profile after Installation -
Figure 13 is the sectional view of Main Load-Bearing Profile - Module before Installation -
Figure 14 is the isometric view of Main Load-Bearing Profile - Module before Installation -
Figure 15 is the sectional view of Main Load-Bearing Profile - Module after Installation -
Figure 16 is the isometric view of Main Load-Bearing Profile - Module after Installation -
Figure 17 is the sectional view of Main Load-Bearing Profile - Vertical Joint Gasket before Installation -
Figure 18 is the sectional view of Main Load-Bearing Profile - Vertical Joint Gasket after Installation -
Figure 19 is the sectional view of Main Load-Bearing Profile - Disassembly Tool before Installation -
Figure 20 is the isometric view of Main Load-Bearing Profile - Disassembly Tool before Installation -
Figure 21 is the sectional view of Main Load-Bearing Profile - Disassembly Tool after Installation -
Figure 22 is the isometric view of Main Load-Bearing Profile - Disassembly Tool after Installation -
- 1.
- Main Load-Bearing Profile
- 1.1
- Tab
- 1.2
- Groove for Gasket
- 1.3
- Groove
- 2.
- Frame Profile
- 2.1
- Knurled Surface
- 2.2
- Protrusion
- 2.3
- Assembling groove
- 2.4
- Channel
- 3.
- Fixing Profile
- 3.1
- Groove
- 4.
- Mechanical support profile
- 4.1
- Fin
- 4.2
- Groove for Screw
- 5.
- Anchorage
- 5.1
- Horizontal Sliding Slot
- 6.
- Fixing Plastic
- 6.1
- Knurl
- 6.2
- Locking claw
- 6.3
- Stopping arm
- 7.
- Cladding Material (Ceramic, wood, aluminum, clay, glass, composite, etc.)
- 8.
- Vertical Joint Gasket
- 9.
- Horizontal Joint Gasket
- 10.
- Disassembly Tool
- 10.1
- Cylindrical Protrusion
- 10.2
- Eccentric Protrusion
- 11.
- Adhesive (Silicon, tape, polyurethane, etc.)
- 12.
- Anchor ( Chemical or Mechanical )
- 13.
- Connection Part (Screw, rivet, etc.)
- 14.
- Fixing Set
- 15.
- Module
- 16.
- Building Load-Bearing System
- In this detailed description; 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 water, dust and air tightness in horizontal and vertical joints.
- 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).
- After completing the installation of the anchorages (5) to the building load-bearing system (16), the main load-bearing profiles (1) are installed to the anchorages (5) by using connection part (13) such as bolt, rivet, etc.
- After adhesives (11) of silicone, tape etc. type are applied to the knurled surface (2.1) with special geometric shape on the frame profiles (2); frame profile and inner surface of cladding materials (7), which are produced from materials such as ceramic, wood, aluminum, clay, glass, composite, etc., are assembled. Cladding materials (7) are adhered to the frame profiles by being guided and dead loads of the cladding materials are carried by means of protrusion (2.2) with special geometric shape on the frame profiles (2).
- After the modules (15) are formed, 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). By means of 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. During fixing of the mechanical support profiles (4), 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.
- After installation, any module can be disassembled in a very short period of time by using disassembly tool (10) with special geometric shape, when requested. 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). With the effect of this force, 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.
Claims (13)
- The present invention is a sub-construction system which enables cladding materials (7) such as ceramic, aluminum, wood, clay, glass, composite, etc. to be installed onto building; the related cladding materials to be carried on the building under loads such as gravity, wind, earthquake, etc.; consists of mechanical support (4) carrying the modules against gravity load, with special geometric cross-section, frame profiles (2) assembled with cladding materials in order to form module, and connection parts and plastics assembling the modules to the main load-bearing profiles by sliding over/through these frame profiles without using connection part such as screw, rivet, etc.
- Sub-construction system according to Claim 1, characterized in that fixing set (14) is placed to the special geometric shaped channels (2.4) on frame profiles (2) whereto cladding materials (7) such as ceramic, aluminum, wood, clay, glass, composite, etc. are assembled chemically or mechanically.
- Sub-construction system according to Claim 1, characterized in that fixing set (14) is placed to frame profiles (2) whereto cladding materials (7) such as ceramic, aluminum, wood, clay, glass, composite, etc. are assembled chemically or mechanically; and the fixing set (14) is prevented from sliding itself by means of stopping arm (6.3) of fixing plastic (6) after stopping the sliding movement.
- Sub-construction system according to Claim 1, characterized in that the frame profiles (2), which assembled with cladding materials (7) such as ceramic, aluminum, wood, clay, glass, composite, etc. mechanically or chemically, comprise the assembling groove (2.3) for gasket (9) which prevent water, air and dust leakage.
- Sub-construction system according to Claim 1, characterized in that frame profiles (2) and cladding materials (7), such as ceramic, aluminum, wood, clay, glass, composite, etc., are assembled together mechanically or chemically by guiding with protrusion (2.2) with a special geometric shape of the frame profile (2).
- Sub-construction system according to Claim 1, characterized in that fixing profile (3) and fixing plastic (6) are assembled by pushing them toward each other by means of knurl (6.1, 3.1) with a special geometric shape on the fixing profile (3) and fixing plastic (6), without using fixing part such as screw, rivet, etc.
- Sub-construction system according to Claim 1, characterized in that it comprises fixing profile (3) and fixing plastic (6) with special geometric shape which enable cladding materials (7) such as ceramic, aluminum, wood, clay, glass, composite, etc. on thereof to be installed to main load-bearing profiles (1) together with frame profiles (2) by being slid on or inside the frame profiles, without using connection part such as screw, rivet, etc.
- Sub-construction system according to Claim 1, characterized in that fixing plastic (6) is clamped to tab (1.1) on the main load-bearing profile (1) by means of locking claw (6.2) with special geometric cross-section of fixing plastic (6).
- Sub-construction system according to Claim 1, characterized in that movements perpendicular to the laying direction of fixing set (14), which is installed to the frame profiles (2) assembled with cladding materials (7) such as ceramic, aluminum, wood, clay, glass, composite, etc., are blocked by means of the said channel of frame profile (2.4).
- Sub-construction system according to Claim 1, characterized in that it comprises the mechanical support profile (4), which have a fins with a special geometric shape in order to carry the dead load of the modules installed to the main load bearing profile (1), and which have the special groove for screwing in order to prevent the movement of the modules and/or itself by guiding the screw on site, and also prevent the axial movement of the module depending on the wind load.
- Sub-construction system according to Claim 1, characterized in that it comprises a groove (1.2) with special geometric shape, which enables to make a strength assembly by reducing the friction forces during the fixation of the screw on the assembling of the main load-bearing profile (1) and mechanical support profile (4).
- Sub-construction system according to Claim 1, characterized in that it comprises groove for gasket (1.2) with special geometric shape, which enables to assemble the gasket (8) for dust, water and air tightness on the vertical joint, after completing the installation of the modules (15) to the main load bearing profiles (1).
- Sub-construction system according to Claim 1, characterized in that any modules (15) installed to the main load bearing profiles (1) can be disassembled by using disassembly tool (10) with a special geometric shape, in where the fixing set clamping the modules to main load bearing profiles are disassembled.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20100191076 EP2453075B1 (en) | 2010-11-12 | 2010-11-12 | Single module detachable, sliding assembly, aluminium sub-construction system for cladding materials such as glass, ceramic, etc. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20100191076 EP2453075B1 (en) | 2010-11-12 | 2010-11-12 | Single module detachable, sliding assembly, aluminium sub-construction system for cladding materials such as glass, ceramic, etc. |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2453075A1 true EP2453075A1 (en) | 2012-05-16 |
EP2453075B1 EP2453075B1 (en) | 2014-10-29 |
Family
ID=43608830
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20100191076 Not-in-force EP2453075B1 (en) | 2010-11-12 | 2010-11-12 | Single module detachable, sliding assembly, aluminium sub-construction system for cladding materials such as glass, ceramic, etc. |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP2453075B1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT515910A4 (en) * | 2014-10-08 | 2016-01-15 | Peter Ing Klement | Carrying construction for plates |
Citations (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 (en) * | 1968-02-03 | 1971-01-28 | Goetz Kg Metallbau | Fastening device for a panel wall cladding |
FR2133902A1 (en) * | 1972-04-19 | 1972-12-01 | Aluminium Walzwerke Singen | |
DE3032343A1 (en) * | 1980-08-28 | 1982-03-11 | Dr. Hahn GmbH & Co KG, 4050 Mönchengladbach | Wall or ceiling cladding profile battens fixture - involves slide moving in C=shaped rail, blocked by abutments one way |
EP0549215A1 (en) * | 1991-12-24 | 1993-06-30 | Hunter Douglas Industries B.V. | Curtain wall cladding system |
DE9311911U1 (en) * | 1993-08-10 | 1993-12-02 | Baumjohann, Adolf, 86179 Augsburg | Wall and ceiling paneling made of single-layer glued solid wood panels with variable joint widths and burr strips with sliding pieces for push-through dowels and direct adjustment |
EP0657601A1 (en) * | 1993-12-13 | 1995-06-14 | Adenda (S.A.) | Device for laying of tiling on a vertical framework of wood or metal |
US20080010922A1 (en) | 2006-07-14 | 2008-01-17 | Rudolf Wagner | Curtain-Type Facade Structure |
EP1882791A2 (en) * | 2006-07-25 | 2008-01-30 | RIZZA, Domenico | Modular panel for creating ventilated facades of building |
DE202008011312U1 (en) * | 2008-08-25 | 2008-12-04 | Ideematec Deutschland Gmbh | Locking system for locking flat solar modules |
-
2010
- 2010-11-12 EP EP20100191076 patent/EP2453075B1/en not_active Not-in-force
Patent Citations (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 (en) * | 1968-02-03 | 1971-01-28 | Goetz Kg Metallbau | Fastening device for a panel wall cladding |
FR2133902A1 (en) * | 1972-04-19 | 1972-12-01 | Aluminium Walzwerke Singen | |
DE3032343A1 (en) * | 1980-08-28 | 1982-03-11 | Dr. Hahn GmbH & Co KG, 4050 Mönchengladbach | Wall or ceiling cladding profile battens fixture - involves slide moving in C=shaped rail, blocked by abutments one way |
EP0549215A1 (en) * | 1991-12-24 | 1993-06-30 | Hunter Douglas Industries B.V. | Curtain wall cladding system |
DE9311911U1 (en) * | 1993-08-10 | 1993-12-02 | Baumjohann, Adolf, 86179 Augsburg | Wall and ceiling paneling made of single-layer glued solid wood panels with variable joint widths and burr strips with sliding pieces for push-through dowels and direct adjustment |
EP0657601A1 (en) * | 1993-12-13 | 1995-06-14 | Adenda (S.A.) | Device for laying of tiling on a vertical framework of wood or metal |
US20080010922A1 (en) | 2006-07-14 | 2008-01-17 | Rudolf Wagner | Curtain-Type Facade Structure |
EP1882791A2 (en) * | 2006-07-25 | 2008-01-30 | RIZZA, Domenico | Modular panel for creating ventilated facades of building |
DE202008011312U1 (en) * | 2008-08-25 | 2008-12-04 | Ideematec Deutschland Gmbh | Locking system for locking flat solar modules |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT515910A4 (en) * | 2014-10-08 | 2016-01-15 | Peter Ing Klement | Carrying construction for plates |
AT515910B1 (en) * | 2014-10-08 | 2016-01-15 | Peter Ing Klement | Carrying construction for plates |
Also Published As
Publication number | Publication date |
---|---|
EP2453075B1 (en) | 2014-10-29 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US6598361B2 (en) | Mullion splice joint design | |
TWI616577B (en) | Mullion anchoring system | |
US9068358B2 (en) | Wall panel systems for rigid wall panels | |
US8347569B1 (en) | Self-adjusting coplanar ACM panel mounting system secured by novel retaining clip | |
CA2716222A1 (en) | Apparatus and method for installing cladding to structures | |
US20190071863A1 (en) | Advanced Curtain Wall Mullion Anchoring System | |
US20130205695A1 (en) | Access | |
WO2010012061A1 (en) | Clip and support for installing cladding | |
KR20180100960A (en) | Slide fixing clip for earthquake-proof and construction method of exterior using the same | |
WO2013141424A1 (en) | Method for installing alc panels by longitudinally wall locking construction | |
US20200173173A1 (en) | Fastening system | |
EP2453075A1 (en) | Single module detachable, sliding assembly, aluminium sub-construction system for cladding materials such as glass, ceramic, etc. | |
CN101153511A (en) | Adjustable roof connecting mechanism and assembly method thereof | |
KR20170122326A (en) | Fastener of building panel | |
RU2307906C2 (en) | Method for vented building face assemblage and enveloping structure for method realization | |
EP2920378B1 (en) | Selectively adjustable architectural wall | |
RU2416009C1 (en) | Systems of suspended facades and methods of assembly (versions) | |
JP2006132110A (en) | Thermal insulation panel and tile installing structure | |
KR20090106200A (en) | Fixing member for concrete pannel and structure of concrete pannel having the same | |
US11773599B2 (en) | Systems, devices, and methods for mounting a lightweight architectural masonry product to a building | |
RU2616951C1 (en) | Device for concealed fixing of facing panel in mounted ventilated facade | |
KR101662780B1 (en) | Fixing apparatus of out wall Panels for bullding | |
RU45418U1 (en) | FACADE SYSTEM WITH VENTILATED AIR GAP, GUIDE PROFILE AND CLAMMER INCLUDED IN IT | |
RU46782U1 (en) | BUILDING HOUSING FACADE FRAME BUILDING | |
RU111869U1 (en) | FIXED FACADE CONSTRUCTION DEVICE |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
17P | Request for examination filed |
Effective date: 20121116 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20140729 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 693696 Country of ref document: AT Kind code of ref document: T Effective date: 20141115 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602010019790 Country of ref document: DE Effective date: 20141211 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20141201 Year of fee payment: 5 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK05 Ref document number: 693696 Country of ref document: AT Kind code of ref document: T Effective date: 20141029 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: VDEP Effective date: 20141029 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 5 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150302 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150129 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150130 Ref country code: AT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20141130 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602010019790 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20141130 Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20141130 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20150415 Year of fee payment: 5 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20150129 |
|
26N | No opposition filed |
Effective date: 20150730 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150129 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20141112 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 602010019790 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20141112 Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20101112 Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20160729 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160601 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20151130 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20151112 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141029 |