MODULAR PANEL WALL SYSTEM REINFORCED WITH HIDDEN SUPPORT SYSTEM

Abstract

The invention relates to a modular panel wall system (100) reinforced with a concealed carrier system. The system comprises multiple structural carrier profiles (20) fixed to the foundation or ground system (200) or to a ground beam profile (50), connecting intermediate profiles (30) positioned horizontally between these profiles, and structural panels (10) placed between them. The carrier profiles (20) contain primary connection surfaces (21) providing mechanical contact with the panel, while the intermediate profiles (30) contain secondary connection surfaces (32) providing interlocking and primary connection surfaces (31) in contact with the panel. Concealed connection surfaces (11) are located on all edges of the panels (10). The system also includes an upper beam profile (40) connecting the vertical carrier profiles (20) and the panels (10) at the top level, thereby ensuring fully enclosed metal frame behavior and distributing the loads throughout the system.The system is designed to create structural continuity in both vertical and horizontal directions, enabling the distribution of loads through the metal support system. Thanks to its modular structure, walls of desired dimensions and a monolithic appearance can be created with concealed reinforcements.

Description

1 TARIFF MODULAR PANEL WALL REINFORCED WITH HIDDEN SUPPORT SYSTEM SYSTEM Technical Area This invention is a technical specification for load-bearing or semi-load-bearing wall systems used in the construction industry. It relates to the field. The invention specifically provides increased structural resistance to seismic loads in a modular design. can be installed in a way that meets heat and fire performance criteria The invention relates to panel-based structural systems that are configurable and suitable for rapid assembly. Furthermore, the upper ends of the vertical structural profiles are connected to a superior load-bearing system element by 10 In applications where it is not directly connected, horizontal continuity is maintained at the upper level of the system and an upper beam profile and ground beam positioned to create a framing effect. It also relates to panel wall systems reinforced with profiles. State of the Art In the construction industry, there are 15 different systems for creating load-bearing or semi-load-bearing walls. These include reinforced concrete shear wall systems and steel frame systems. systems, timber frame systems and aerated concrete and similar lightweight infill wall systems It is widely preferred. While reinforced concrete shear wall systems have a high load-bearing capacity, The system generally requires in-situ casting, which increases molding and labor time, and 20 The construction process is becoming more difficult. Furthermore, the load-bearing behavior in these systems is specific to certain shear walls. The load is concentrated on the axes, and the load transfer is not distributed homogeneously. In steel frame systems, vertical and horizontal loads are transferred to steel column and beam elements. They are carried over, while the filler panels are mostly used only for cladding or partitioning. It functions as a component. The filler panels are integrated with the carrier system. 25 Due to its malfunction, load transfer is concentrated on the main carrier axles, and Stress concentrations can occur at nodal points under the influence of earthquakes. In timber frame systems, the load is similarly transferred to a specific supporting frame. This is achieved through its elements, and the filler elements influence the structural behavior of the system. 2 It offers a limited contribution. This situation affects rigidity and strength, especially in multi-story buildings. This can lead to limitations. In aerated concrete and similar lightweight infill wall systems, the panels are generally load-bearing. It is implemented independently of the system, integrated between the panel and the supporting element. There is no mechanical locking mechanism. Therefore, the aforementioned 5 These systems are mostly filler elements rather than load-bearing elements. In a significant portion of existing systems, metal support elements are exposed. And it does not create a closed frame behavior that is integrated with the panel elements. Due to the separation between the load-bearing system and the fill element, seismic loads are applied at certain intervals. This can concentrate at connection points, leading to connection breaks and local 10 This can lead to damage and chain reactions of collapses. In utility model application number 2023 / 007281, the reinforced concrete main load-bearing frame A modular structural panel is described, comprising vertical support columns and horizontal... a concrete-based frame consisting of beams and cross elements, and within this frame It includes aerated concrete fill and interior / exterior cladding layers. The load-bearing capacity of this structure is 15. This is provided by the concrete frame, and the infill and cladding elements are the load-bearing elements. The system does not form an integrated structure based on mechanical interlocking. In the vast majority of existing panel-based systems, there is a continuous beam at the top of the wall. There is no profile, the panel top surfaces are exposed or only covered. It is covered with elements. This situation results in a horizontal rigidity of 20 at the upper level of the system. failure to ensure continuity, separation at the upper edges of the panel under the effect of earthquake. This leads to a risk and prevents the full realization of the framing effect. Therefore, the panel and the metal support elements work together, transferring the loads to the system. distributed across the entirety and providing a mechanically locked closed frame behavior. A modular wall system is needed. 25 In conclusion, due to the negative aspects described above and the current solutions being the subject of discussion... Due to its shortcomings, an improvement is needed in the relevant technical field. It has been made. Purpose of the Invention The invention was created by drawing inspiration from existing situations and addressing the aforementioned drawbacks. 30 It aims to solve the problem. 3 The main purpose of this invention is to combine panel-based structural elements with metal load-bearing elements. Not independent of each other, but integrated and mechanically locked together. His goal is to develop a modular wall system. The invention aims to create structural support profiles that carry loads in the vertical and horizontal directions. The connecting intermediate profiles, positioned in the direction, work together with the panel elements 5 The aim is to ensure that vertical and horizontal loads are distributed evenly across the entire system. This prevents the concentration of loads on specific axes or nodes. The aim is to surpass it. Another purpose of the invention is to create a hidden gap between the panel elements and the metal support elements. By providing mechanical locking through contact surfaces, the system is closed off throughout. The goal is to develop a structural design that mimics the behavior of a metal frame. This will allow for earthquake resistance. under its influence, the system will have a more balanced load distribution and the risk of sudden collapse will be reduced. The aim is to reduce it. Furthermore, the invention features a modular, progressively upgradeable and, if necessary, demountable system. It aims to offer a wall system. Thanks to this feature, the installation time is reduced to 15 shortening, increasing application flexibility and reusing structural elements The aim is to ensure its usability. Another purpose of the invention is to provide thermal insulation depending on the panel material and thickness. capable of providing fire resistance performance and reducing the need for additional external insulation. to establish a wall system. 20 Another purpose of the invention is to position a vertical structural element at the highest point of the wall. The system is mechanically connected to the carrier profiles via an upper beam profile. to complete the closed frame behavior overall and horizontally at the top edges of the panel The aim is to increase structural integrity by creating a compressive effect. Another purpose of the invention is to connect the lower ends of vertical structural support profiles to the foundation or 25 mechanically via a ground beam profile fixed onto the ground system Creating horizontal rigidity at the lower level by enabling positioning and locking, assembly to increase sensitivity and transfer load more homogeneously to the base system The purpose is to transmit the information. This ensures that the system gains frame continuity at both the upper and lower levels. The aim is to reduce the risks of overturning and sliding. 30 4 In this context, the invention addresses the segregation of load-bearing and fill material observed in existing structural systems. by eliminating the need for a metal support system and integrated panel elements, a system that provides structural continuity and distributes the load transfer mechanism throughout the system It aims to develop a solution. To fulfill the purposes described above, the invention includes a concealed carrier system and 5 It is a reinforced modular panel wall system;  multiple connected vertically to the foundation or soil system structural load-bearing profile,  positioned horizontally among the aforementioned structural load-bearing profiles at least one connecting intermediate profile, 10  created between structural load-bearing profiles and connecting intermediate profiles at least one structural panel placed in the voids includes and  The aforementioned structural carrier profile must be present on at least one side edge of the structural panel. At least one first 15 that provides mechanical contact with the hidden connection surface. a connecting surface and at least a second connecting surface at its lower and / or upper ends including,  The aforementioned connecting intermediate profile is the first connection surface of the structural carrier profile. and at least a second connecting surface that provides mutual mechanical interlocking. with a hidden connection surface located at the bottom and / or top edge of the structural panel 20 It must contain at least one primary contact surface that provides mechanical locking,  Concealed connection surfaces in at least one edge region of the aforementioned structural panel It includes. To fulfill the purposes described above, the invention includes a concealed carrier system. It is a method of creating a reinforced modular panel wall system; the following 25 It includes the following steps: a) multiple structural support profiles vertically on the foundation or soil system positioned and fixed in the direction, b) at least one connecting space in the horizontal direction between the structural load-bearing profiles in question profile placement and the second connection located on the connecting intermediate profile. their surfaces, with corresponding connection surfaces located on structural load-bearing profiles connected in such a way as to provide mechanical locking, c) hidden 5 structural panels located on the side surfaces of at least one structural panel in the resulting frame voids. from the connection surface through the connection surfaces of the structural carrier profiles placement and the hidden connection surface located at the bottom edge of the structural panel mechanically with the first bonding surface located on the bonding intermediate profile. ensuring it is locked, d) Steps for placing the connecting intermediate profile and structural panel on the desired wall 10 repeating the process until the desired height is achieved. e) After the desired wall height is achieved, the top of the vertical structural support profiles second connection surfaces at their ends and located on the upper edges of the structural panels containing a primary connection surface designed for mechanical contact with concealed connection surfaces. At least one top beam profile must be placed at the top of the wall and the frame must be fully enclosed. 15 is the creation of. The method described in the invention also includes a basic or alternative method before or during step (a). Mechanical installation of at least one ground beam profile, preferably with an inverted T-section, on the ground system. fixing with anchor elements, then the bottom of the vertical structural support profiles The second connection surfaces located at their ends are the vertical connection 20 of the ground beam profile. by passing it through from above or fitting it in such a way as to provide mechanical locking with the surface It may include positioning steps. The structural and characteristic features and all the advantages of the invention are given in the figures below. This becomes clearer thanks to the detailed explanation written with references to these figures. This will be understood as such, and therefore the evaluation will also be based on these forms and detailed explanations. 25 This should be done taking that into consideration. Explanation of the Figures Figure 1 shows a schematic of the structural components of the modular panel wall system that is the subject of this invention. These are cross-sectional views. 6 Figure 2 shows the ground components in an alternative configuration of the wall system described in the invention. This is a schematic representation. Figure 3 shows a schematic cross-section of the assembly stages of the wall system described in the invention. It is a demonstration. Figure 4 shows the closing of the modular panel wall system, which is the subject of the invention, with the top beam profile. 5 It is a perspective view regarding the relationship. Figure 5 shows an example of the completed modular panel wall system, which is the subject of the invention. It is a representation. Explanation of References 100 wall systems 10 structural panel 11 hidden connection surfaces structural load-bearing profile 21 first contact surface 22 second connection surface 15 binding intermediate profile 31 first contact surfaces 32 second connection surfaces 40 top beam profile 41 first contact surface 20 50 ground beam profiles 51 connection surfaces 200 foundation or ground systems 7 Detailed Description of the Invention This detailed description outlines the wall system and preferred configurations that are the subject of the invention. This explanation is provided solely to facilitate a better understanding of the subject. The invention specifically provides increased structural resistance to seismic loads in a modular design. can be installed as 5 and meet heat and fire performance criteria. Configurable and quick-assembly panel-based modular wall system (100) It is related to. As shown in Figure 1, the modular panel wall is reinforced with a concealed carrier system. system (100); panels positioned side by side on the horizontal axis and between them arranged in such a way as to create spaces in which the elements (10) will be positioned, vertical 10 mechanical anchors (200) to the foundation or ground system of the architectural structure on the axis It includes multiple structural carrier profiles (20) fixed by means of elements. These structural support profiles (20) extend along the wall to be constructed and preferably monolithic elements manufactured from a single piece of metal structure, They have mechanical contact with the panel elements (10) on them and 15 on their bodies. at least one first connection surface (21) and at the end of the ground and / or wall formed at the lower and / or upper end that provides the connection to the structural element. It contains a small secondary connection surface (22). Structural load-bearing profiles (20) are preferably made of steel material and are vertical and It has a cross-sectional geometry that allows for the multi-directional distribution of horizontal loads. 20 This cross-sectional geometry will provide at least one primary connection surface (21) plus (+) sectional, cross-linked, box-section, multi-linked or equivalent multi-axial rigidity It can be in any form. The second connecting surfaces (22) are indentations, protrusions, channels, grooves, Geometric profile housing, connection plate or equivalent mechanical locking mechanism. It can be in forms. 25 All the configurations mentioned in this detailed explanation are the main mechanical interlocking mechanisms. In addition to their surfaces, they may also include auxiliary fastening elements. These auxiliary elements... Fasteners; screws, bolts, nuts, pins, rivets, wedges, lock pins, snap fasteners, It may include at least one of the following: anchor bolts and / or welded fastening points. In one configuration of the invention, the vertical structural support is 30, as shown in Figure 1. The second connecting surface (22) located at the lower ends of the profiles (20) is mechanically attached to the ground. 8 It is structured in the form of a base plate (connecting lug) that provides fastening. The base plate in question should preferably be manufactured integrally with the profile or welded. fixed and having at least one section that allows anchor elements to be passed through it. It includes a connection hole. The second connection surface (22) is for the anchor bolt, chemical anchor, by means of dowels or equivalent mechanical fastening elements to the foundation or ground 5 is connected to the system (200); thus the vertical structural carrier profile (20) ground It is fixed to the system directly with a mechanical locking mechanism and horizontally at the lower level of the system. And vertical load transfer is ensured safely and continuously. In an alternative configuration, the system (100) is based on the foundation or ground as shown in Figure 2. The system includes at least one ground beam profile (50) positioned on (200). 10 Ground beam profile (50); preferably with an inverted T-section geometry, horizontal base part fixed to the foundation or ground system with mechanical anchor elements (200), preferably vertical structural support profiles on the protruding vertical connection surface (51) (20) with the second connecting surfaces (22) located at the lower ends, preferably in the form of an indentation. It is a base stiffening element that provides mechanical locking. Carrier profiles (20), word 15 The subject is mechanically passed through or placed on the ground beam profile (50) from above. Panels are inserted into the gaps between the panels as they are positioned. This structure... Thanks to this: alignment is ensured at the lower ends of vertical profiles, assembly accuracy is increased, Horizontal rigidity is created at the lower level, and the load transfer is distributed homogeneously to the foundation system. The risk of overturning and sliding is reduced. The ground beam profile (50) is located at the top level of the system. Working together with the upper beam profile (40), it is bidirectional between the vertical support profiles (20). The frame creates continuity. In this way, the system (100) has horizontal connection at both the upper and lower levels. It exhibits fully enclosed metal frame behavior, confined within its boundaries. The ground beam profile (50) and top beam profile (40) mentioned here are alternatives. The structures may include U-shaped, L-shaped, T-shaped, or box-shaped metal profiles. 25 According to the invention's design, the devices are positioned side-by-side and on the ground, as shown in Figure 2. structural support profiles (20) fixed or locked to a ground beam profile (50) Connecting intermediate profiles (30) extending horizontally are placed between them. The subject is connecting intermediate profiles (30); providing mechanical connection with structural panels (10). for example, at least the first connecting surface in the form of a protrusion (31) and structural carrier profiles 30 Mechanical locking with the first contact surfaces (21) located on (20). will provide at least a second connecting surface (32) in the form of an indentation, for example It is structured. 9 Connecting intermediate profiles (30) create a continuous connection in the horizontal plane, adjacent vertical It provides structural continuity between structural support profiles (20). Preferably steel. The aforementioned connecting intermediate profiles (30) manufactured from the material are T-section, U-section, box Available in different cross-sectional geometries and monolithic structures providing sectional or equivalent structural rigidity. It is manufactured in a metal structural form, preferably from steel. 5 These horizontal connecting intermediate profiles (30) connect the vertical structural support profiles (20) to each other. by connecting the system (100) creates a closed metal frame effect throughout and horizontally It enables the multi-axial distribution of loads. As shown in Figure 3, the vertical structural elements are located on the prepared metal frame system. 10 gaps created between carrier profiles (20) and horizontal connecting intermediate profiles (30) Structural panel elements (10) are installed. These structural panels (10) are vertical and The frame system will provide mechanical contact with horizontal metal elements. It is positioned by passing it through. Structural panels (10); wood, concrete-based material, polymer, metal or at least It can be manufactured from a composite structure containing one of the following: panel internal structure; solid, partially solid, hollow, 15 It can be in cellular or composite form. Panel thickness depends on application requirements. depending on the targeted load-bearing capacity and / or thermal conductivity coefficient It can be determined in a variable way. On all edge areas of the rectangular structural panels (10), profiles and mechanical It includes hidden connection surfaces (11) that will enable the connection. The said hidden connection 20 surfaces (11), panel in such a way that it is not visible on the front and rear outer surfaces of the panel It is structured within the body. On the four sides of the structural panels (10) these hidden connection surfaces (11) and all the details mentioned in this description connection surfaces include recesses, protrusions, channels, grooves, profile slots, or equivalent mechanical features. They can be in geometric forms that provide interlocking. 25 On the exposed top surfaces of the installed structural panels (10), along the panel row Additional horizontal connecting intermediate profiles (30) are placed in such a way as to extend. The aforementioned horizontal connecting intermediate profiles (30); vertical connecting surfaces of structural panels (10) the corresponding first connection surfaces (21) located on the structural carrier profiles (20) They are mechanically connected via this method. In this way, 30 are placed around each panel module. Structural continuity is ensured between the vertical structural support profiles (20) and the system (100) A closed metal frame effect is created throughout. Thus, the vertical and Horizontal loads are distributed in multiple directions through the metal support mesh surrounding the panel. is being distributed. The desired number of panels (10); vertical structural support profiles (20) will be between them horizontally arranged side-by-side and horizontally spaced between rows of panels The profiles (30) are positioned vertically one on top of the other, so that the desired 5 A monolithic wall structure (100) is obtained in the size. As shown in Figure 4, the wall system (100) is located at the top level with at least It includes an upper beam profile (40). The upper beam profile (40) is one of the vertical structural support profiles. (20) connecting the upper ends horizontally, continuous at the top level of the system creating a metal frame effect by pressing the top edges of the panel elements (10) horizontal compression fitting, preferably made of U-shaped, L-shaped, T-shaped, or box-shaped metal. It is a horizontal stiffening element made of profile. The upper beam profile (40) is a vertical structural element. bolted connection, welded connection, interlocking in the form of snap-fit ​​with carrier profiles (20). or it can be connected with an equivalent mechanical fastening method. Preferred In the structure, the upper beam profile (40), the hidden connection at the upper edge of the panel on the lower surface 15 It includes the first contact surface (41) which will come into contact with the surface (11). Preferably a protruding surface. The first connection surface in the form of (41), preferably the panel concealed connection in the form of a recess. mechanical surface (11) and structural carrier profiles (20) to the second connection surface (22) By locking together, it forms a fully enclosed frame structure as shown in Figure 4. Thanks to this structure, horizontal rigidity is increased at the top of the wall, and 20 at the top edges of the panels. Separation is prevented, the closed metal frame effect is completed, and the system is protected against earthquake effects. It is ensured that they work together. The top beam profile (40) will maintain the architectural integrity of the system. It can be configured to completely cover the top surface of the panel. In this modular wall system obtained thanks to this hybrid structure (100), from the superstructure The incoming vertical loads are directly transferred to the foundation through the vertical structural support profiles (20) 25 Horizontal loads caused by earthquake effects are transferred to the vertical carrier system (200). closed metal frame formed by profiles (20) and horizontal connecting intermediate profiles (30) load concentration at individual connection points by distributing the load along the wall through the system. This distributed load transfer mechanism is prevented. In the system (100) controlled By providing deformation and energy dissipation, it reduces the risk of sudden collapse. 30 Thanks to this hybrid structure, the modular wall system obtained (100); the panel used depending on the properties of the material, it can provide thermal insulation performance. 11 It can be configured. The wall system (100) has the target thermal conductivity coefficient and heat a combination of thickness and internal structure that will meet the permeability coefficient values devisable. The system (100) depends on the composition of the panel material and the internal structure form. It can exhibit fire-resistant structural characteristics; meeting fire resistance duration requirements of 5. It can be configured to meet this requirement. In addition, the system (100) can be adjusted by panel thickness, internal filling structure and material selection, as well as additional external Targeted thermal, sound, and fire performance without the need for an insulation layer. It can be designed to meet the criteria. The wall structure in question (100) aims to increase structural integrity and to use panels and metal 10 Additional concealed connection to strengthen mechanical contact between elements. These may include components. These concealed fasteners may be located within the panel body or structurally. They can be positioned on the connection surfaces of the carrier profiles and from the outer surfaces. They can be configured to be invisible. Concealed fasteners include bolts, screws, and pins. interlocking element, wedge, locking mechanism, clip, rivet, nut fastener, 15 from welded fastening points or equivalent mechanical connection elements It may include only one. In a preferred configuration of the invention shown in Figures 1-3, the wall system (100) The structural panel elements used in it (10) are lightweight wall panels, 20 composite materials containing expanded polystyrene (EPS) and cement-based binder. The structural panel elements in question (10) have a solid (voidless) internal structure. has. Panel thickness can be selected between 5 cm and 25 cm depending on the application. Preference In the applications used, the panel thickness is in the range of 8–20 cm. Panel density is preferred. It can range from 150–400 kg / m³. The unit area weight per panel is 25 depending on the thickness. It can vary in the range of approximately 12–80 kg / m². The panel's thermal conductivity coefficient (λ) is preferable. It can be in the range of 0.030–0.060 W / mK. The total heat transfer coefficient of the wall system. (U) Depending on the panel thickness, it can be designed in the range of 0.20–0.60 W / m²K. Panel The sound absorption coefficient (α) of the elements can be in the range of 0.30–0.75; sound transmission loss The (Rw) value can be achieved in the range of 35–55 dB depending on system integrity. 30 Structural panel elements (10) in block form with height of 20–60 cm and width of 50–120 cm It can be of a certain length. 12 Concealed connection located on the four edges of the structural panel elements (10). There are (11) hidden connection surfaces. These hidden connection surfaces (11) are located inside the panel body, It is structured so that it is not visible on the front and rear exterior surfaces. Preferred In the structure, the hidden connection surfaces (11) are in the form of recesses (channels) and the panel body It lies continuously in a profile shape inside. 5 In the preferred configuration, structural load-bearing profiles (20) have a plus (+) cross-sectional geometry. It consists of monolithic steel profiles. The profile wall thickness is preferably 3–8 mm. The profile width can be between 40–120 mm. The structural carrier profile... (20) lower end anchor bolt, dowel, chemical anchor to foundation or ground system (200) or is fixed via a welding plate. The upper end is a top support structure 10 It can be connected to the element (e.g., beam) by mechanical connection or welded connection. The first connector, in the form of a protruding section, makes contact with the panel elements on the profile. There are (21) surfaces. In the preferred configuration, the connecting intermediate profiles (30) are made of steel material. They are horizontal load-bearing elements. Connecting intermediate profiles (30) rest on the ground at the lowest level. The profile, which completes the wall at the top level, only protrudes on one surface. first connecting surface (31) which sits on the recessed connecting surface of the panel It includes. The connecting intermediate profiles (30) located in the intermediate layers are both the bottom and the top. They contain primary bonding surfaces (31) in the form of protrusions on their surfaces. All bonding intermediate profiles (30), the first connection in the form of a projection of the vertical structural carrier profile (20) 20 Second connecting surfaces (32) in the form of an indentation corresponding to the surface (21) It includes. In the preferred configuration, the system also includes a central point positioned at the very top of the wall. It includes a small upper beam profile (40). The upper beam profile (40) is a vertical structural support. Connecting the upper ends of the profiles (20) horizontally and the upper 25 of the system It is a horizontal stiffening element that creates a continuous metal frame effect at the level. The subject is the upper beam profile (40), the second one located on the vertical structural support profiles (20). mechanically connected with the connection surfaces (22) and preferably on the bottom surface located on the upper edges of the structural panels (10) via the connection surface (41) The area is locked with hidden connection surfaces (11). In this way, the horizontal 30 at the top of the wall Separation at the top edges of the panel is prevented by creating a compression effect, and the system integrity is being enhanced. 13 Thanks to this structure, vertical support profiles (20) and horizontal connecting intermediate profiles (30) Mechanical interlocking is provided between the panels via the panels. Panel elements (10), hidden It works integrated with the metal system through the connection surfaces (11). The upper beam profile (40) system behavior (100) fully enclosed metal frame with inclusion in the system It shows that vertical loads are transferred directly to the foundation system via the structural carrier profiles (20). (200) is transferred. Horizontal loads caused by earthquake effects, connecting intermediate profiles (30), vertical The integrated enclosed structure is formed by carrier profiles (20) and upper beam profile (40). It is distributed via a metal frame system. Panel elements (10) contribute to load sharing. It provides support, but the main load-bearing function rests on the metal system. The system exhibits ductile behavior. It reduces the risk of sudden collapse. 10 By applying the method steps described above, structural carrier profiles (20) can be used. By mechanically locking the connecting intermediate profiles (30) vertically and horizontally A metal frame structure is being created that provides continuity in this direction; the frame in question structural panels (10) placed inside the structure via hidden connection surfaces (11) A modular wall system (100) exhibiting closed frame behavior is obtained. 15 Thanks to this method, the wall system (100) vertical loads are transferred to structural carrier profiles (20) can transfer directly to the foundation or ground system (200) through the earthquake effect The resulting horizontal loads are the connecting intermediate profiles (30) and structural carrier profiles (20) It is distributed through the integrated metal system that they form together. Thanks to the repetitive and modular nature of the method, wall height and length can be adjusted using application 20 assembly time can be increased gradually depending on the requirements. shortening, structural continuity is ensured, and controlled deformation occurs in the system. behavior is obtained.

Claims

14 REQUESTS 1. It is a modular panel wall system (100) reinforced with a hidden carrier system, feature;  multiple connected to the foundation or ground system (200) in the vertical direction excess structural carrier profile (20), 5  horizontally between the mentioned structural carrier profiles (20) at least one connecting intermediate profile positioned (30),  formed between structural carrier profiles (20) and connecting intermediate profiles (30) at least one structural panel (10) placed in the voids includes and 10  at least one side of the structural panel (10) of the aforementioned structural carrier profile (20) at least providing mechanical contact with the hidden connection surface (11) located on its edge a first contact surface (21) and at least one second at its lower and / or upper ends including a connecting surface (22),  the first connection of the mentioned intermediate profile (30) to the structural carrier profile (20) 15 at least one second connection providing mutual mechanical interlocking with the surface (21) hidden surface (32) and the bottom and / or top edge of the structural panel (10) At least one primary linkage providing mechanical locking with the connecting surface (11). including the surface (31),  hidden connection in at least one edge region of the aforementioned structural panel (10) 20 It includes surfaces (11).

2. According to claim 1, the wall system is (100) and its feature is; the top of the panel elements (10). hidden connection surfaces (11) and structural carrier profiles (20) located on the edges 25 that provides mechanical contact with the second connecting surfaces (22) located on the upper edges It must include an upper beam profile (40) with at least one connection surface (41).

3. According to Claim 1, the wall system is (100) and its feature is; the foundation or ground mentioned. positioned on the system (200), vertically via the connection surface (51) with the second connection surfaces (22) located at the lower ends of the structural carrier profiles (20) It must contain at least one ground beam profile (50) which provides mechanical locking.

4. According to claim 1, the wall system is (100) and its feature is that it is made of monolithic metal structure. It includes structural carrier profiles (20).

5. Wall system (100) for request 1, 2 or 3, its feature is; plus (+), cross arm, box 5 Structural load-bearing profiles with sectional or multi-arm sectional geometry (20) It includes.

6. According to claim 1, the wall system is (100) and its feature is; T-section, U-section or box-section It includes connecting intermediate profiles (30) with cross-sectional geometry. 10 7. According to claim 1, the wall system is (100) and its features are; wood, concrete based material, an internal structure made of polymer, metal or a composite structure containing at least one of these. structural panel in solid, partially solid, hollow, cellular or composite form (10) It includes. 15 8. According to claim 1, the wall system is (100) and its feature is; expanded polystyrene (EPS) and Solid structural composite material produced from a cement-based binder. It contains panel (10).

9. According to claim 1, the wall system is (100) and its characteristic is that its lower ends are at the foundation or ground. Structural support profiles fixed to the system with (200) mechanical anchor elements 20 (20) is included.

10. According to claim 1, the wall system is (100) and its feature is; the bottom and top of the wall The binding intermediate profiles (30) located at the level of the structural panel (10) hidden connection It is that the surface that is connected to the surface (11) contains the first connection surface (31).

11. According to claim 1, the wall system is (100) and its feature is; 25 in the intermediate floors of the wall. structural on both the bottom and top surfaces of the positioned connecting intermediate profiles (30) first connection surfaces connected to the hidden connection surfaces (11) of the panels (10) (31) is included. 16 12. With the concealed carrier system mentioned in any of the above claims a method of creating a reinforced modular panel wall system (100), Its feature includes the following steps: a) more than one structural support profile (20) on the foundation or ground system (200) positioned and fixed in the vertical direction, 5 b) at least one horizontal line between the structural carrier profiles (20) in question Placement of the binding intermediate profile (30) and on the binding intermediate profile (30) the second connection surfaces (32) located on the structural carrier profiles (20) The corresponding first connection surfaces (21) will provide mechanical locking. connecting in this way, 10 c) at least one structural panel (10) on the side surfaces of the resulting carcass voids The first connection of the structural carrier profiles (20) from the hidden connection surface found placement through surfaces (21) and on the lower edge of the structural panel (10) located on the hidden connection surface (11) on the connecting intermediate profile (30) Ensuring that it is mechanically locked with the first connection surface (31), 15 d) the desired steps for placing the connecting intermediate profile (30) and structural panel (10) Repeat until the desired wall height is achieved.

13. Creating a reinforced modular panel wall system (100) according to claim 10. It is a method, and its characteristic is; e) After the desired wall height is achieved, the vertical structural support profiles are 20 (20) second connection surfaces at the upper ends (22) and structural panels (10) top mechanically connected with hidden connection surfaces (11) located on its edges At least one upper beam profile (40) containing the first connection surface (41) to the top level of the wall It involves placement and the creation of a fully enclosed frame.

14. Creating a reinforced modular panel wall system (100) according to claim 10 25 It is a method characterized by the following: before step (a) or during step (a), the foundation or ground with mechanical anchor elements of at least one ground beam profile (50) on the system (200). fixing, then the second located at the lower ends of the vertical structural support profiles (20) connection surfaces (22), the vertical connection surface (51) of the ground beam profile (50) 30 by passing it through from above or seating it in a way that will provide mechanical locking. It includes the steps for positioning.

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