Single module detachable, sliding assembly, aluminium sub-construction system for cladding materials such as glass, ceramic, etc.

Description

Field of the Invention

[0001] 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.

Background of the Invention

[0002] 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.

[0003] 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)

[0004] 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.

[0005] 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 of cladding material is placed to lower channels of the local aluminium profile; and then lower section of cladding material is fixed to the local aluminium profile by means of special elastic springs. (e.g.: US 2008/0010922). See as well EP 1 882 791 A.

[0006] 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.

[0007] 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)

[0008] 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.

[0009] 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)

[0010] 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.

[0011] 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)

[0012] Disadvantages of these types of applications are that: the 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.

Objective of the Invention

[0013] 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.

[0014] 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.

[0015] 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.

[0016] 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.

[0017] 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.

[0018] 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).

[0019] 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).

Figures Illustrating the Invention

[0020] 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

Part numbers

[0021] 

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

Detailed Description of the Invention

[0022] 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.

[0023] 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 horizontal and vertical joints.

[0024] 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).

[0025] 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).

[0026] 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.

[0027] After adhesives (11) of silicone, tape etc. type are applied to the knurled surface (2.1) 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) 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) in the frame profiles (2).

[0028] 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). By means of 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. 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.

[0029] 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.

[0030] After installation, any module can be disassembled in a very short period of time by using disassembly tool (10), 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) 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). 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

1. A sub-construction system comprising at least one frame profile (2) halving knurled surfaces (2.1) that enable cladding materials in form of plates (7) such as ceramic, aluminium, wood, clay, glass, composite, etc. to be assembled in a module (15), a protrusion (2.2) that enable transfer of the dead load of the plates (7) assembled thereon, and channels (2.4) that enable to mount a fixing profile (3) by sliding and enable to transfer the loads acting on the plate (7) to the fixing profile (3) via the frame profile (2); a fixing profile (3) having a groove (3.1) enabling a fixing plastic (6) to be disposed therein and protrusions that transfer the loads acting on the plate to a main load bearing profile (1); a fixing plastic (6) having a knurl (6.1) that prevents it from getting out of the fixing profile (3), a locking claw (6.2) that prevents a fixing set (14) consisting of the fixing profile (3) and the fixing plastic (6) from getting dislocated from its place after its assembly, and a stopping arm (6.3) that prevents the fixing set (14) from sliding away within the channel (2.4) between tabs of the frame profile (2); a disassembly tool (10) having a cylindrical protrusion (10.1) that provides the force transfer by being placed inside through both of the joints spaces of the module to be disassembled and an eccentric protrusion (10.2) that pushes the fixing set (14) of the module to be disassembled thereby enabling the locking claw (6.2) to be released and thus enables to disassemble the fixing set (14); and wherein the module (15) is mounted to the main load bearing profiles (1) and thus to the building by bringing one module (15), on which a plate (7) is adhered or assembled and which is mounted by placing a fixing set (14) into the channels (2.4) therein, in between the main load bearing profiles (1), sliding the fixing sets (14) to the load bearing profiles (1) and then the fixing plastic locking claw (6.2) being engaged to a tab (1.1) on the mainload bearing profile (1).

2. Sub-construction system according to Claim 1, characterized in that it is comprised of frame profiles (2) having channels (2.4) to which the fixing set (14) can be mounted by being slid or engaged to the frame profiles (2) whereto cladding materials (7) such as ceramic, aluminum, wood, clay, glass, composite, etc. are assembled chemically or mechanically.

3. Sub-construction system according to Claim 1, characterized in that it comprises the fixing plastic (6) having a stopping arm (6.3) which; after the fixing set (14) is mounted by being slid or engaged to the frame profiles (2) whereto cladding materials (7) such as ceramic, aluminum, wood, clay, glass, composite, etc. are assembled chemically or mechanically; and prevents the set from moving by itself and allows to change position only when additional force is applied.

4. Sub-construction system according to Claim 1, characterized by the frame profiles (2) having an assembling groove (2.3) for gaskets (9) which prevent water, air and dust leakage through the gap between the frame profiles (2) which are assembled with cladding materials (7) such as ceramic, aluminum, wood, clay, glass, composite, etc. mechanically or chemically.

5. Sub-construction system according to Claim 1, characterized by the frame profiles (2) having protrusions (2.2) which enable to guide and assemble the frame profiles (2) with the cladding materials (7), such as ceramic, aluminum, wood, clay, glass, composite, etc., which are assembled mechanically or chemically.

6. Sub-construction system according to Claim 1, characterized by the fixing profile (3) and fixing plastic (6) which enable the frame profiles (2) to be assembled with the mechanical support profiles by sliding the cladding materials (7), such as ceramic, aluminum, wood, clay, glass, composite, etc. on or inside the frame profiles.

7. Sub-construction system according to Claim 1, characterized in that the fixing set (14) and thus the module are fixed to the main load bearing system by moving the fixing set located on the frame profile (2) and thereby engaging the locking claw (6.2) of the fixing plastic (6) with the load bearing profile tab in order to fix the modules to the main load bearing profile (1).

8. Sub-construction system according to Claim 1. characterized in that movements perpendicular to the sliding direction of the fixing set (14), which is slidingly 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 frame profile channel (2.4).

9. Sub-construction system according to Claim 1, characterized in that it comprises a mechanical support profile (4), which has fins (4.1) that transfer the dead load of the modules to the main load bearing profile, and screw grooves (4.2) that prevent lateral (right-left) movement of the modules and guide a screw (13) for mounting the mechanical support profile to the main load bearing profile.

10. Sub-construction system according to Claim 1, characterized in that it comprises main load bearing profile having grooves (1.2) which enable to screw the mechanical support profile to the main load bearing profile at any position and which are suitable for the screw path.

11. Sub-construction system according to Claim 1, characterized in that it comprises main load bearing profile (1) comprising grooves (1.2) which have the tabs that enable a vertical joint gasket (8) that covers the joint space to be mounted to the main load bearing profile (1).

12. Sub-construction system according to Claim 1, characterized by the disassembly tool (10) which has a cylindrical protrusion (10.1) that provides the force transfer required for disassembly by being placed inside through both of the joints spaces of the module to be disassembled and which pushes the fixing set (14) of the module to be disassembled by means of the rotational movement of the disassembly tool (10) thereby enabling the locking claw (6.2) to be released and thus enables to disassemble the fixing set (14) and then the module.

13. Sub-construction system according to Claim 1, characterized by the disassembly tool (10) having an eccentric protrusion (10.2) which enables to turn and disassemble the fixing sets (14) that clamp the modules (15) installed to the main load bearing profiles (1) to the main load bearing profiles (1) and enables demounting of the module (15).

Ansprüche

1. 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.

2. 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.

3. 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.

4. 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.

5. 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.

6. 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.

7. 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.

8. 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.

9. 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.

10. 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.

11. 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.

12. 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.

13. 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.

Revendications

1. Un sous-système de construction comportant au moins un profilé de cadre (2) ayant de surfaces moletées (2.1) permettant aux matériaux de revêtement en forme de plaques (7) tels que céramique, aluminium, bois, argile, verre, composite, etc. d'être assemblés dans une module (15), une protrusion (2.2) permettant le transfert du poids propres des plaques (7) montées là-dessus, et canaux (2,4) permettant à monter un profilé de fixation par glissement et le transfert des poids agissant sur la plaque (7) au profilé de fixation (3) par voie de profilé de cadre (2) ; un profilé de fixation (3) possédant une rainure (3.1) permettant au plastique de fixation (3) d'être disposé là-dedans et les protrusions transférant les poids agissant sur la plaque à un profilé portant principal (1) ; un plastique de fixation (6) possédant une molette prévenant qu'il sort du profilé de fixation (3), une griffe de verrouillage (6.2) prévenant un jeu de fixation (14) consistant en le profilé de fixation (3) et le plastique de fixation (6) d'être déplacé de sa place après son montage, et une tige d'arrêt (6.3) prévenant le glissement du jeu de fixation (14) à l'intérieur du canal (2.4) entre les onglets du profilé de cadre (2) ; un outil de démontage (10) possédant une protrusion cylindrique (10.1) garantissant le transfert de la force par voie de sa mise en place à l'intérieur par les deux espaces d'articulation du module à être démonté et une protrusion d'excentrique (10.2) poussant le jeu de fixation (149 du module à être démonté ainsi en permettant à la griffe de verrouillage (6.2) d'être libérée et donc permettant le démontage du jeu de fixation (14) ; et dans lequel le module (15) est monté aux profilés portants principaux (1) et ainsi au bâtiment en amenant un module (15) sur lequel on adhère ou monte une plaque (7) et qui est monté en plaçant le jeu de fixation (149 dans les canaux là-dedans entre les profilés portants principaux (1), en glissant les jeux de fixation (14) aux profilés portants principaux (1) et puis à la griffe de verrouillage (6.2) du plastique de fixation, engagée dans un onglet (1.1) sur le profile portant principal (1).

2. Un sous-système de construction selon la revendication 1, caractérisé en ce qu'il consiste en les profilés de cadre (2) ayant des canaux (2.4) auxquels on peut monter le jeu de fixation (14) en glissement et engagement par les profilés de cadre (2) sur lesquels les matériaux de revêtement (7) tels que céramique, aluminium, bois, argile, verre, composite, etc. d'être assemblés chimiquement ou mécaniquement.

3. Un sous-système de construction selon la revendication 1, caractérisé en ce qu'il consiste en le plastique de fixation (6) possédant une tige d'arrêt (6.3) qui, après le montage du jeu de fixation (14) par glissement et engagement par les profilés de cadre (2) sur lesquels on peut monter les matériaux de revêtement (7) tels que céramique, aluminium, bois, argile, verre, composite, etc. chimiquement ou mécaniquement ; et prévenant le mouvement propre du jeu et permettant la changement de position seulement au moment qu'on applique une force additionnelle.

4. Un sous-système de construction selon la revendication 1, caractérisé par les profilés de cadre (2) possédant une rainure de montage (2.3) pour les joints (9) prévenant la fuite de l'eau, l'air, et la poussière à travers l'écart entre les profilés de cadre (2) montés avec les matériaux de revêtement tels que céramique, aluminium, bois, argile, verre, composite, etc. chimiquement ou mécaniquement.

5. Un sous-système de construction selon la revendication 1, caractérisé par les profilés de cadre (2) possédant les protrusions (2.2) permettant le guidage et le montage des profilés de cadre (2) avec les matériaux de revêtement tels que céramique, aluminium, bois, argile, verre, composite, etc. chimiquement ou mécaniquement.

6. Un sous-système de construction selon la revendication 1, caractérisé par le profilé de fixation (3) et le plastique de fixation (6) permettant aux profilés de cadre (2) d'être assemblés avec les profilés de support mécanique en glissant les matériaux de revêtement tels que céramique, aluminium, bois, argile, verre, composite, etc.

7. Un sous-système de construction selon la revendication 1, caractérisé en ce que le jeu de fixation (14) et donc le module sont fixés au système portant principal en déplaçant le jeu de fixation situé sur le profilé de cadre (2) et ainsi engageant la griffe de verrouillage (6.2) du plastique de fixation (6) avec l'onglet du profilé portant afin de fixer les modules au profilé portant principal (1).

8. Un sous-système de construction selon la revendication 1, caractérisé en ce que les mouvements perpendiculaire à la direction de glissement du jeu de fixation (14) qui est installé en glissement au profilés de cadre (2) montés avec les matériaux de revêtement tels que céramique, aluminium, bois, argile, verre, composite, etc. sont bloqués par ledit canal de profilé de cadre (2.4).

9. Un sous-système de construction selon la revendication 1, caractérisé en ce qu'il comporte un profilé de support mécanique (4) ayant des ailettes (4.1) transférant le poids propre des modules aux profilé portant principal, et les rainures de vis (4.2) empêchant le mouvement latéral (droit - gauche) des modules et un vis (13) pour monter le profilé de support mécanique au profilé portant principal.

10. Un sous-système de construction selon la revendication 1, caractérisé en ce qu'il comporte un profilé portant principal (1) ayant des rainures (1.2) permettant le vissage du profilé de support mécanique au profilé portant principal dans une position quelconque et qui sont appropriées pour le trajet de vis.

11. Un sous-système de construction selon la revendication 1, caractérisé en ce qu'il comporte un profilé portant principal (1) comprenant les rainures (1.2) ayant des ongles permettant le montage d'un joint commun (8) recouvrant l'espace commun au profilé portant principal (1).

12. Un sous-système de construction selon la revendication 1, caractérisé par l'outil de démontage (10) possédant une protrusion cylindrique (10.1) fournissant le transfert de la force requis pour le démontage par son placement à l'intérieur à travers les deux espaces communs du module qui sera démontés et poussent le jeu de fixation (14) du module qui sera démonté par mouvement rotatif de l'outil de démontage (10), ainsi permettant la libération de la griffe de verrouillage (6.2) et donc permet le démontage du jeu de fixation (14) et puis le module.

13. Un sous-système de construction selon la revendication 1, caractérisé par l'outil de démontage (10) possédant une protrusion cylindrique (10.1) permettant la rotation et le démontage des jeux de fixation (14) serrant les modules (15) installés aux profilés portants principaux (1) et permettant le démontage du module (15).

Drawing