A wall structure

Abstract

The application provides a wall body, belonging to the field of building, comprising at least one steel reinforcement framework and at least one thermal insulation layer, and the wall body is a factory prefabricated combination structure of composite net and steel reinforcement net, solves the problems of low transportation efficiency and complex on-site construction caused by large volume and heavy weight of traditional whole prefabricated wall body. The three-dimensional grid structure of the composite net and the laminated design of the steel reinforcement net optimize the bearing capacity of the steel reinforcement framework through the mechanical distribution principle, and the standardized design of the modular unit significantly reduces the volume and weight of the single unit, thereby improving the transportation efficiency and reducing the transportation cost. The rapid splicing design of the modular unit combined with the on-site pouring process greatly shortens the construction period, and the flexible configuration of the thermal insulation layer realizes the synergistic optimization of the structural strength and the thermal insulation performance. The technical scheme solves the technical bottlenecks of the traditional wall structure in transportation, construction and performance optimization through the synergistic design of factory prefabrication, modular transportation and on-site rapid assembly.

Description

Technical Field

[0001] This application relates to the field of architecture, and more particularly to a wall structure. Background Technology

[0002] In traditional building construction, the construction of wall structures typically relies on multiple processes, including on-site rebar tying, formwork erection, concrete pouring, and formwork removal. These processes are not only time-consuming and labor-intensive but also require a high level of technical skill from the construction workers. With the development of industrialized construction and prefabricated buildings, the technology combining factory prefabrication and on-site assembly has gradually become the mainstream.

[0003] However, existing technologies still face significant bottlenecks in terms of transportation efficiency, on-site construction convenience, and lightweight structures. For example, traditional precast walls are large and heavy, resulting in high transportation costs, and on-site hoisting requires large machinery, leading to long construction cycles. In addition, while some precast components are cast with cement, which improves structural strength, it has not effectively solved the problems of transportation and hoisting efficiency. Utility Model Content

[0004] This application provides a wall structure that solves the problem of transportation and hoisting efficiency.

[0005] This application provides a wall structure including: At least one reinforcing steel cage; the reinforcing steel cage forms a casting space inside, and the reinforcing steel cage is used to provide forming constraints and support for the flowing concrete during construction pouring; the reinforcing steel cage includes at least one composite mesh and at least one steel mesh; the composite mesh and the steel mesh are fixedly connected; the composite mesh and the steel mesh are prefabricated in the factory and transported to the construction site; At least one insulation layer is provided. When there is one steel reinforcement cage, the insulation layer is disposed on the outside of the steel reinforcement cage. When there are multiple steel reinforcement cages, the insulation layer is disposed between adjacent steel reinforcement cages. The steel mesh is disposed close to the insulation layer and is used to support the insulation layer.

[0006] In one possible implementation, the composite mesh includes: At least one set of first reinforcing mesh; the first reinforcing mesh includes a plurality of first reinforcing bars arranged at intervals; At least one set of second reinforcing mesh, the second reinforcing mesh including a plurality of spaced second reinforcing bars; the second reinforcing mesh is connected to the first reinforcing mesh; the second reinforcing mesh is set at an angle to the first reinforcing mesh, and multiple sets of the first reinforcing mesh are set at an angle to multiple sets of the second reinforcing mesh and are stacked.

[0007] In one possible implementation, the extension direction of the first rib is perpendicular to the extension direction of the second rib.

[0008] In one possible implementation, when there are multiple composite nets, it further includes at least one warp connector and at least one weft connector; the warp connector is used to connect the first reinforcing nets in different composite nets, and the weft connector is used to connect the second reinforcing nets in different composite nets.

[0009] In one possible implementation, the ends of the warp and weft connectors are formed with hooks, and the warp and weft connectors are used to connect the first and second reinforcing meshes respectively through the hooks.

[0010] In one possible implementation, the reinforcing mesh includes: At least one set of first steel mesh, the first steel mesh comprising a plurality of spaced first steel bars; At least one set of second steel mesh, the second steel mesh comprising a plurality of spaced second steel bars; multiple sets of first steel mesh and multiple sets of second steel bars are arranged at an angle and stacked.

[0011] In one possible implementation, the extension direction of the first reinforcing bar is perpendicular to the extension direction of the second reinforcing bar.

[0012] In one possible implementation, one of the composite meshes and one of the reinforcing meshes are connected to form a mesh section, and a casting space is formed between the two mesh sections; a plurality of connecting structures are provided between the two mesh sections; The connecting structure has mounting parts at both opposite ends, and the connecting structure is fixedly connected to the two mesh parts through the mounting parts.

[0013] In one possible implementation, the connection structure includes: The body is adapted to be connected to the first reinforcing bar and the second reinforcing bar; both ends of the body are provided with mounting parts.

[0014] In one possible implementation, the mounting portion includes a first mounting groove and a second mounting groove, the extension directions of the first mounting groove and the second mounting groove respectively corresponding to the first reinforcing bar and the second reinforcing bar; the first reinforcing bar is engaged in the first mounting groove, and the second reinforcing bar is engaged in the second mounting groove.

[0015] In one possible implementation, the body is a square tube structure; Alternatively, the body may be a circular tube structure; Alternatively, a U-shaped groove may be provided at one end of the body, and a through hole may be provided at the other end; Alternatively, both ends of the body may be formed into hook-shaped structures; Both ends of the main body are provided with through holes. In one possible implementation, it also includes: A plurality of support structures are disposed between two mesh portions, thereby restricting the shape of the two mesh portions.

[0016] In one possible implementation, the support structure has the same shape as the connecting structure.

[0017] In one possible implementation, the support structure includes: The main body of the support plate is adapted to resist the pressure generated during concrete pouring. At least one wing plate is fixed to the edge of the support plate body; the wing plate is provided with an assembly groove, and is snapped into the mesh part through the assembly groove.

[0018] In one possible implementation, there are two wing plates, which are respectively disposed on both sides of the main body of the support plate. The assembly groove is a "U" shaped groove, which is adapted to accommodate the first reinforcing bar or the second reinforcing bar. The main body of the support plate is provided with through holes, and adjacent support plates are connected to each other through the through holes.

[0019] In one possible implementation, there are four wing plates, each disposed at one of the four corners of the support plate body; the assembly groove is a U-shaped groove, adapted to accommodate the first reinforcing bar or the second reinforcing bar; the support plate body is provided with through holes, and adjacent support plates are connected to each other through the through holes. This application provides a wall structure comprising at least one steel reinforcement frame and at least one insulation layer. The wall structure, through a factory-prefabricated combination of composite mesh and steel reinforcement mesh, solves the problems of low transportation efficiency and complex on-site construction caused by the large volume and heavy weight of traditional prefabricated walls. The three-dimensional mesh structure of the composite mesh and the layered design of the steel reinforcement mesh optimize the load-bearing capacity of the steel reinforcement frame through the principle of mechanical distribution. Simultaneously, the standardized design of modular units significantly reduces the volume and weight of individual units, thereby improving transportation efficiency and reducing transportation costs. The insulation layer, supported by the steel reinforcement mesh, enhances its stability and prevents detachment or cracking. Furthermore, the rapid assembly design of the modular units, combined with on-site casting technology, significantly shortens the construction cycle. The flexible configuration of the insulation layer achieves synergistic optimization of structural strength and insulation performance. This technical solution, through the collaborative design of factory prefabrication, modular transportation, and rapid on-site assembly, comprehensively solves the technical bottlenecks of traditional wall structures in terms of transportation, construction, and performance optimization. Attached Figure Description

[0020] The accompanying drawings, which are incorporated in and form part of this specification, illustrate embodiments consistent with this application and, together with the description, serve to explain the principles of this application.

[0021] Figure 1 This application provides an overall structural diagram of a wall structure. Figure 2 A schematic diagram of a composite mesh wall structure provided in this application; Figure 3 for Figure 2 Enlarged view of point A in the middle; Figure 4 for Figure 2 Enlarged view of point B in the middle; Figure 5 A schematic diagram of a reinforced concrete connector for a wall structure provided in this application; Figure 6 A schematic diagram of an insulation layer for a wall structure provided in this application; Figure 7 A schematic diagram of a connection structure for a wall structure provided in this application; Figure 8 An enlarged view of a connection structure for a wall structure provided in this application; Figure 9 A schematic diagram of a sandwich mesh wall structure provided in this application; Figure 10 for Figure 9 Enlarged view of point C in the middle; Figure 11 A schematic diagram of a connection structure for a wall structure provided in this application; Figure 12 A first possible schematic diagram of the body of a wall structure provided in this application; Figure 13 A second possible schematic diagram of the body of a wall structure provided in this application; Figure 14 A third possible schematic diagram of the body of a wall structure provided in this application; Figure 15 This application provides a fourth possible schematic diagram of the body of a wall structure. Figure label: 100. Reinforcing steel frame; 200. Composite mesh; 210. First reinforcing mesh; 211. First reinforcing bar; 220. Second reinforcing mesh; 221. Second reinforcing bar; 230. Sandwich mesh; 231. Receiving groove; 240. Warp reinforcing bar connector; 250. Weft reinforcing bar connector; 300, Reinforcing mesh; 310, First reinforcing mesh; 311, First reinforcing bar; 320, Second reinforcing mesh; 321, Second reinforcing bar; 400, Insulation layer; 500, Support structure; 510, Main body of support plate; 520, Wing plate; 521, Assembly groove; 530, Through hole; 600. Connecting structure; 610. Body; 620. Mounting part; The accompanying drawings illustrate specific embodiments of this application, which will be described in more detail below. These drawings and descriptions are not intended to limit the scope of the concept in any way, but rather to illustrate the concept of this application to those skilled in the art through reference to particular embodiments. Detailed Implementation

[0022] Exemplary embodiments will now be described in detail, examples of which are illustrated in the accompanying drawings. When the following description relates to the drawings, unless otherwise indicated, the same numbers in different drawings denote the same or similar elements. The embodiments described in the following exemplary embodiments do not represent all embodiments consistent with this application. Rather, they are merely examples of apparatuses and methods consistent with some aspects of this application as detailed in the appended claims.

[0023] In traditional building construction, the construction of wall structures typically relies on multiple processes, including on-site rebar tying, formwork erection, concrete pouring, and formwork removal. These processes are not only time-consuming and labor-intensive but also require a high level of technical skill from the construction workers. With the development of industrialized construction and prefabricated buildings, the technology combining factory prefabrication and on-site assembly has gradually become the mainstream.

[0024] However, existing technologies still face significant bottlenecks in terms of transportation efficiency, on-site construction convenience, and lightweight structures. For example, traditional precast walls are large and heavy, resulting in high transportation costs, and on-site hoisting requires large machinery, leading to long construction cycles. In addition, while some precast components are cast with cement, which improves structural strength, it has not effectively solved the problems of transportation and hoisting efficiency.

[0025] Starting with the problems of low transportation efficiency and complex construction in existing technologies, the inventors first analyzed the limitations of traditional wall structures, finding that the transportation and hoisting costs of prefabricated walls were the main bottleneck. They then proposed decomposing the reinforcing steel frame into prefabricated composite mesh and steel mesh units, reducing the volume and weight of individual units through modular design, thereby improving transportation efficiency. Furthermore, addressing the complexity of connection structures in modular design, the inventors designed a connection structure with snap-fit ​​installation parts, achieving rapid fixing of the mesh sections through the cooperation of the square tube body and the channel-shaped installation parts. Simultaneously, to solve the problem of insufficient bonding strength between the insulation layer and the structural layer, the inventors placed the insulation layer on the outside of the steel mesh, utilizing the supporting effect of the steel mesh to enhance the stability of the insulation layer. Ultimately, through the synergistic optimization of factory prefabrication, modular transportation, and rapid on-site assembly, they achieved lightweight, efficient construction, and excellent insulation performance in the wall structure.

[0026] This application provides a wall structure comprising at least one steel reinforcement frame and at least one insulation layer. The wall structure, through a factory prefabrication combination of a composite mesh and a steel reinforcement mesh, solves the problems of low transportation efficiency and complex on-site construction caused by the large volume and heavy weight of traditional prefabricated walls. The three-dimensional mesh structure of the composite mesh and the layered design of the steel reinforcement mesh optimize the load-bearing capacity of the steel reinforcement frame through the principle of mechanical distribution. Simultaneously, the standardized design of the modular units significantly reduces the volume and weight of individual units, thereby improving transportation efficiency and reducing transportation costs. The insulation layer, supported by the steel reinforcement mesh, enhances its stability, preventing insulation layer detachment and steel reinforcement mesh cracking. Furthermore, the rapid assembly design of the modular units, combined with on-site casting technology, significantly shortens the construction cycle. The flexible configuration of the insulation layer achieves synergistic optimization of structural strength and insulation performance. This technical solution, through the collaborative design of factory prefabrication, modular transportation, and rapid on-site assembly, comprehensively solves the technical bottlenecks of traditional wall structures in terms of transportation, construction, and performance optimization.

[0027] The technical solution of this application and how the technical solution of this application solves the above-mentioned technical problems are described in detail below with specific embodiments. These specific embodiments can be combined with each other, and the same or similar concepts or processes may not be described again in some embodiments. The embodiments of this application will now be described with reference to the accompanying drawings.

[0028] Figure 1 and Figure 2As shown, this application provides a wall structure including at least one reinforcing steel frame 100 and at least one insulation layer 400. The reinforcing steel frame 100 forms a casting space inside and is used to provide forming constraints and support for the flowing concrete during construction pouring. The reinforcing steel frame 100 includes at least one composite mesh 200 and at least one reinforcing steel mesh 300. The composite mesh 200 and the reinforcing steel mesh 300 are fixedly connected. The composite mesh 200 and the reinforcing steel mesh 300 are prefabricated in a factory and transported to the construction site. When there is one reinforcing steel frame 100, the insulation layer 400 is disposed on the outside of the reinforcing steel frame 100. When there are multiple reinforcing steel frames 100, the insulation layer 400 is disposed between adjacent reinforcing steel frames 100. The reinforcing steel mesh 300 is disposed close to the insulation layer 400 and is used to support the insulation layer 400.

[0029] In this design, the wall structure is welded and fixed to the composite mesh 200 and the steel mesh 300 before leaving the factory, solving the problems of low transportation efficiency and complex on-site construction caused by the large volume and heavy weight of traditional precast walls. The three-dimensional mesh structure of the composite mesh 200 and the layered design of the steel mesh 300 optimize the load-bearing capacity of the steel skeleton 100 through the principle of mechanical distribution. At the same time, the standardized design of the modular units significantly reduces the volume and weight of individual units, thereby improving transportation efficiency and reducing transportation costs. The insulation layer 400 enhances its stability through the support of the steel mesh 300, preventing it from falling off or cracking. In addition, the rapid splicing design of the modular units combined with the on-site casting process greatly shortens the construction cycle, while the flexible configuration of the insulation layer 400 achieves synergistic optimization of structural strength and insulation performance. This technical solution comprehensively solves the technical bottlenecks of traditional wall structures in terms of transportation, construction, and performance optimization through the coordinated design of factory prefabrication, modular transportation, and rapid on-site assembly.

[0030] It should be noted that the building structure consists of front, back, left, and right wall structures and top and bottom roof structures, with the 400 insulation layer only installed inside the walls.

[0031] like Figure 3 and Figure 4 As shown, the reinforcing steel skeleton 100 is a structural frame formed by combining composite mesh 200 and reinforcing steel mesh 300, used to provide shaping constraints during concrete pouring. For example, a modular unit composed of composite mesh 200 and reinforcing steel mesh 300 connected by welding or binding. The composite mesh 200 is a three-dimensional mesh structure composed of at least two sets of reinforcing meshes stacked in different directions. For example, a mesh formed by perpendicularly stacking a first reinforcing mesh 210 (transverse reinforcement) and a second reinforcing mesh 220 (longitudinal reinforcement). The reinforcing steel mesh 300 is a two-dimensional or three-dimensional structure composed of at least two sets of reinforcing steel groups stacked in different directions. For example, a reinforcing steel frame formed by perpendicularly stacking transverse and longitudinal reinforcing steel groups.

[0032] The pouring space is an area enclosed by the steel reinforcement cage 100, used for filling concrete. For example, the pourable area formed by the gaps between the composite mesh 200 and the steel mesh 300.

[0033] The insulation layer 400 is a thermal insulation material layer placed on the outside of the reinforcing steel frame 100 or between adjacent reinforcing steel frames 100. Examples include thermal insulation materials such as polystyrene foam board or rock wool board.

[0034] Factory prefabrication involves manufacturing and assembling the steel reinforcement frame 100 within a factory to form transportable modular units. For example, the composite mesh 200 and the steel mesh 300 are fixed into an integral structure by welding or mechanical connection.

[0035] The prefabricated steel frame 100 is transported to the construction site using standardized transport vehicles (such as trucks and containers). For example, flatbed trucks are used to transport modular wall units.

[0036] The steel reinforcement skeleton 100 of the wall is formed into modular units by fixed connection of composite mesh 200 and steel mesh 300 in the factory. The three-dimensional grid structure of composite mesh 200 and the layered structure of steel mesh 300 together constitute the casting space. When the steel reinforcement skeleton 100 is a single layer, the insulation layer 400 is placed on the outside of the steel reinforcement skeleton 100; when the steel reinforcement skeleton 100 is multi-layered, the insulation layer 400 is embedded between adjacent steel reinforcement skeletons 100. The steel mesh 300 is in direct contact with the insulation layer 400 through its layered structure, forming a supporting role and ensuring the stability of the insulation layer 400 during construction and use. After the modular units are transported to the construction site in batches by transport vehicles, multiple steel reinforcement skeletons 100 are spliced ​​into a complete wall using connecting structures 600 (such as square tube body 610). Finally, the casting space is filled with concrete to form an integral structure.

[0037] In one possible implementation, a steel reinforcement frame 100 is provided, an insulation wall is also provided, and an insulation layer 400 is provided on the side closer to the outside or inside, this wall is referred to as a side insulation wall structure.

[0038] In one possible implementation, there are two steel reinforcement frames 100 and one insulation wall, with the insulation wall positioned between the two steel reinforcement frames 100. This wall structure is referred to as a medium insulation wall structure.

[0039] Furthermore, this application provides a wall structure in which the composite mesh 200 includes at least one set of first reinforcing mesh 210 and at least one set of second reinforcing mesh 220. The first reinforcing mesh 210 includes a plurality of spaced-apart first reinforcing bars 211; the second reinforcing mesh 220 includes a plurality of spaced-apart second reinforcing bars 221; the second reinforcing mesh 220 is connected to the first reinforcing mesh 210; the second reinforcing mesh 220 is arranged at an angle to the first reinforcing mesh 210, and multiple sets of first reinforcing mesh 210 and multiple sets of second reinforcing mesh 220 are arranged at an angle and stacked. For example, the first reinforcing bar 211 is a steel bar with a diameter of 6mm. The second reinforcing bar 221 is a steel bar with a diameter of 6mm.

[0040] Specifically, the extension direction of the first rib 211 is perpendicular to the extension direction of the second rib 221.

[0041] It should be noted that the angle between the extension direction of the first rib 211 and the extension direction of the second rib 221 can also be 30°, 45° or 60°, etc.

[0042] The first reinforcing mesh 210 and the second reinforcing mesh 220 are fixedly connected by welding or binding to form a three-dimensional mesh structure. Multiple sets of first reinforcing mesh 210 and multiple sets of second reinforcing mesh 220 are stacked at an angle, enhancing the overall load-bearing capacity of the structure through the principle of mechanical distribution. The spacing of the first reinforcing mesh 211 and the second reinforcing mesh 221 is optimized through spatial distribution, reducing material usage while improving structural stability.

[0043] The vertical extension directions of the first rib 211 and the second rib 221 are orthogonally arranged to form a stable grid structure. This design enhances the overall rigidity of the structure through the principle of mechanical symmetry. In particular, the orthogonal arrangement of the first rib 211 and the second rib 221 improves the structural symmetry of the three-dimensional grid, thereby enhancing the stability of the wall under complex loads.

[0044] It should be noted that the first rib 211 and the second rib 221 can also be referred to as warp ribs and weft ribs. In this embodiment, the composite mesh 200 consists of two warp ribs and a weft rib positioned between the two warp ribs. Traditional single-layer fabrics have extremely high strength in one direction but are very fragile in the vertical direction. This composite mesh 200 integrates high strength in two or more preset directions (such as +45° / -45° / 90°), enabling the fabric to possess both high strength and stiffness in multiple directions simultaneously.

[0045] like Figure 2 As shown, when there are multiple composite nets 200, it also includes at least one warp reinforcement connector 240 and at least one weft reinforcement connector 250; the warp reinforcement connector 240 is used to connect the first reinforcement nets 210 in different composite nets 200, and the weft reinforcement connector 250 is used to connect the second reinforcement nets 220 in different composite nets 200.

[0046] The warp-reinforcement connector 240 is used to connect structural members of the first reinforcement mesh 210 within different composite meshes 200. Example: U-shaped rebar hook. The weft-reinforcement connector 250 is used to connect structural members of the second reinforcement mesh 220 within different composite meshes 200. Example: U-shaped rebar hook.

[0047] like Figure 5 As shown, the warp and weft connectors 240 and 250 are fixedly connected to the first reinforcing mesh 210 and the second reinforcing mesh 220 through hooks, forming a modular composite mesh 200 splicing structure. Furthermore, the modular splicing design of the warp and weft connectors 240 and 250 allows for flexible expansion of the composite mesh 200, thereby improving the adaptability of the wall structure.

[0048] Specifically, the ends of the warp reinforcement connector 240 and the weft reinforcement connector 250 form hook portions, which are used to connect the first reinforcement mesh 210 and the second reinforcement mesh 220, respectively. The hook portions represent the bent structure at the ends of the warp reinforcement connector 240 or the weft reinforcement connector 250. For example, a 90° bent end of a reinforcing bar.

[0049] The hook part is fixedly connected to the first rib mesh 210 and the second rib mesh 220 through the mechanical interlocking principle, which enhances the overall stability of the modular composite mesh 200.

[0050] The mechanical interlocking action of the hooks enhances the connection strength of the modular composite mesh 200, thereby preventing structural loosening.

[0051] The wall structure provided in this embodiment includes a reinforcing mesh 300 comprising at least one set of first reinforcing mesh 310 and at least one set of second reinforcing mesh 320. The first reinforcing mesh 310 includes a plurality of spaced-apart first reinforcing bars 311; the second reinforcing mesh 320 includes a plurality of spaced-apart second reinforcing bars 321. Multiple sets of first reinforcing mesh 310 and multiple sets of second reinforcing bars 321 are arranged at an angle and stacked. The first reinforcing mesh 310 and the second reinforcing mesh 320, stacked at an angle, form a support structure 500 for the reinforcing mesh 300. This design enhances the stability of the insulation layer 400 through the principle of mechanical distribution. The angled stacking design of the first reinforcing mesh 310 and the second reinforcing mesh 320 increases the support strength of the reinforcing mesh 300 for the insulation layer 400, thereby preventing the insulation layer 400 from detaching.

[0052] Specifically, the extension direction of the first reinforcing bar 311 is perpendicular to the extension direction of the second reinforcing bar 321. The extension direction refers to the geometric orientation of either the first reinforcing bar 311 or the second reinforcing bar 321. For example, the first reinforcing bar 311 extends along the X-axis, and the second reinforcing bar 321 extends along the Y-axis.

[0053] The orthogonal arrangement of the first reinforcing bar 311 and the second reinforcing bar 321 enhances the overall rigidity of the reinforcing mesh 300 through the principle of mechanical symmetry. The orthogonal arrangement of the first reinforcing bar 311 and the second reinforcing bar 321 improves the structural symmetry of the reinforcing mesh 300, thereby enhancing the stability of the insulation layer 400.

[0054] It should be noted that the angle between the extension direction of the first reinforcing bar 311 and the extension direction of the second reinforcing bar 321 can also be 30°, 45° or 60°, etc.

[0055] The composite mesh 200 includes at least one set of sandwich mesh 230, which is provided with a number of blocking holes suitable for blocking concrete from flowing out.

[0056] like Figure 8 and Figure 9 and Figure 10 As shown, the sandwich mesh 230 can be a perforated metal mesh sheet, fixed by welding between the first reinforcing mesh 210 and the second reinforcing mesh 220 of the composite mesh 200. The sandwich mesh 230 controls concrete flow through its barrier holes; the distribution and shape of these holes ensure uniform filling of the pouring space during the pouring process. The barrier holes reduce concrete overflow through physical obstruction, while the layered structure of the sandwich mesh 230 enhances the integrity of the composite mesh 200. Precise control of concrete flow through these barrier holes solves the structural defects caused by uneven concrete flow in traditional techniques. The gradient design of the barrier holes reduces material waste while improving pouring quality, ensuring the overall strength and forming accuracy of the building structure. Only the edge portions of the barrier holes are shown in the attached diagram.

[0057] Furthermore, the sandwich mesh 230 is provided with a plurality of receiving grooves 231, which are adapted to receive one of the first rib 211 and the second rib 221.

[0058] like Figure 6 and Figure 7 As shown, further, the wall structure provided in this application includes a composite mesh 200 and a steel mesh 300 connected to form a mesh section, and a casting space is formed between the two mesh sections; a plurality of connecting structures 600 are provided between the two mesh sections; each end of the connecting structure 600 is provided with an installation part 620, and the connecting structure 600 is fixedly connected to the two mesh sections through the installation part 620.

[0059] The connecting structure 600 is fixedly connected to the mesh section via the mounting part 620 to form a casting space. This design enables rapid wall construction through modular splicing. The mounting part 620 of the connecting structure 600 enhances the fixing strength of the mesh section, thereby shortening the construction cycle.

[0060] Furthermore, this application provides a wall structure in which the connecting structure 600 includes a body 610, which is a square tube; both ends of the body 610 are provided with mounting parts 620.

[0061] The main body 610 is a rectangular square tube. The square tube structure of the main body 610 enhances the rigidity of the connecting structure 600, thereby improving the overall stability of the wall.

[0062] Specifically, the mounting part 620 includes a first mounting groove and a second mounting groove, the extension directions of the first mounting groove and the second mounting groove corresponding to the first reinforcing bar 311 and the second reinforcing bar 321, respectively; the first reinforcing bar 311 is engaged in the first mounting groove, and the second reinforcing bar 321 is engaged in the second mounting groove.

[0063] The connecting structure 600 is connected to the first reinforcing bar 311 and the second reinforcing bar 321 by snapping through the first mounting groove and the second mounting groove, thereby realizing the connection effect of the two reinforcing meshes 300. In this embodiment, the snapping method has the effect of quick disassembly.

[0064] like Figure 12 , Figure 13 , Figure 14 , Figure 15 As shown, in one possible embodiment, the body 610 is a square tube structure; in another possible embodiment, the body 610 is a round tube structure; in yet another possible embodiment, the body 610 has a U-shaped groove at one end and a through hole at the other end, specifically, a U-shaped groove is formed at one end of a long strip, and a through hole is formed at the other end; this structure is called a hook-hole plate; in one possible embodiment, both ends of the body 610 form hook-shaped structures, specifically, the two ends of a long rod are bent to form a hook shape. In one possible embodiment, both ends of the body 610 have through holes. In one possible implementation, the connecting structure 600 can also be of other shapes, such as including a support plate body 510 and at least one wing plate 520. The support plate body 510 is adapted to resist the pressure generated during concrete pouring; the wing plate 520 is fixed to the edge of the support plate body 510; the wing plate 520 has an assembly groove 520, which is used to snap-fit ​​the mesh section. There are two wing plates 520, which are respectively arranged on both sides of the support plate body 510. The assembly groove 520 is a "U" shaped groove, which is adapted to accommodate the first reinforcing bar 311 or the second reinforcing bar 321. It should be noted that the support structure 500 is provided with the through hole 530 for connecting adjacent support structures 500.

[0065] In one possible implementation, there are four wing plates 520, which are respectively disposed at the four corners of the support plate body 510; the assembly groove 521 is a "U" shaped groove, which is suitable for accommodating the first reinforcing bar 311 or the second reinforcing bar 321; the support plate body 510 is provided with through holes 530, and adjacent support plates are connected to each other through the through holes 530.

[0066] like Figure 11 As shown, in this embodiment, the support structure 500 and the connecting structure 600 have the same shape.

[0067] It should be noted that the building structure consists of front, back, left, and right wall structures and top and bottom roof structures, with the 400 insulation layer only installed inside the walls.

[0068] The connecting structure 600 ensures overall shape consistency by fixing the edges of the mesh panels, avoiding structural defects caused by construction errors. The through-hole design 530 allows for rapid splicing of adjacent support structures 500, adapting to roof requirements of different spans and shapes, further improving construction efficiency and structural adaptability. Through the combination of factory prefabrication and on-site modular splicing, on-site construction steps are reduced, eliminating the need for complex formwork or large-scale machinery hoisting, ultimately forming a high-strength, highly stable, and easy-to-construct roof structure.

[0069] In this embodiment, the following steps are also included: providing a composite mesh 200 and a reinforcing mesh 300 through a factory, wherein the composite mesh 200 includes at least one set of first reinforcing mesh 210 and at least one set of second reinforcing mesh 220, and the reinforcing mesh 300 includes at least one set of first reinforcing mesh 310 and at least one set of second reinforcing mesh 320; fixing the composite mesh 200 and the reinforcing mesh 300 together by welding or binding to form a mesh panel; assembling the mesh panel with the insulation layer 400 and fixing it through a connecting structure 600 to form a transportable wall module.

[0070] Finally, it should be noted that other embodiments of this utility model will readily occur to those skilled in the art upon consideration of the specification and practice of the utility model disclosed herein. This utility model is intended to cover any variations, uses, or adaptations of this utility model that follow the general principles of this utility model and include common knowledge or customary techniques in the art not disclosed herein, and is not limited to the precise structures described above and shown in the accompanying drawings, and various modifications and changes can be made without departing from its scope. The scope of this utility model is limited only by the appended claims.

Claims

1. A wall structure, characterized in that, include: At least one reinforcing cage (100); the reinforcing cage (100) forms a casting space inside, and the reinforcing cage (100) is used to provide forming constraints and support for the flowing concrete during construction pouring; the reinforcing cage (100) includes at least one composite mesh (200) and at least one reinforcing mesh (300); the composite mesh (200) and the reinforcing mesh (300) are fixedly connected; the composite mesh (200) and the reinforcing mesh (300) are prefabricated in the factory and transported to the construction site; At least one insulation layer (400) is provided. When there is one steel reinforcement cage (100), the insulation layer (400) is disposed on the outside of the steel reinforcement cage (100); when there are multiple steel reinforcement cages (100), the insulation layer (400) is disposed between adjacent steel reinforcement cages (100); the steel mesh (300) is disposed close to the insulation layer (400) and the steel mesh (300) is used to support the insulation layer (400).

2. The wall structure according to claim 1, characterized in that, The composite mesh (200) includes: At least one set of first reinforcing mesh (210); the first reinforcing mesh (210) includes a plurality of spaced first reinforcing bars (211); At least one set of second reinforcing mesh (220), the second reinforcing mesh (220) includes a plurality of spaced second reinforcing bars (221); the second reinforcing mesh (220) is connected to the first reinforcing mesh (210); the second reinforcing mesh (220) is set at an angle to the first reinforcing mesh (210), and multiple sets of the first reinforcing mesh (210) are set at an angle to multiple sets of the second reinforcing mesh (220) and are stacked.

3. The wall structure according to claim 2, characterized in that, The extension direction of the first rib (211) is perpendicular to the extension direction of the second rib (221).

4. The wall structure according to claim 2, characterized in that, When there are multiple composite nets (200), it further includes at least one warp connector (240) and at least one weft connector (250); the warp connector (240) is used to connect the first reinforcing mesh (210) in different composite nets (200), and the weft connector (250) is used to connect the second reinforcing mesh (220) in different composite nets (200).

5. The wall structure according to claim 4, characterized in that, The ends of the warp and weft connectors (240 and 250) are formed with hooks, and the warp and weft connectors (240 and 250) are used to connect the first rib mesh (210) and the second rib mesh (220) respectively through the hooks.

6. The wall structure according to claim 5, characterized in that, The steel mesh (300) includes: At least one set of first steel mesh (310), the first steel mesh (310) includes a plurality of spaced first steel bars (311); At least one set of second steel mesh (320), the second steel mesh (320) includes a plurality of spaced second steel bars (321); multiple sets of first steel mesh (310) and multiple sets of second steel bars (321) are arranged at an angle and stacked.

7. The wall structure according to claim 6, characterized in that, The extension direction of the first reinforcing bar (311) is perpendicular to the extension direction of the second reinforcing bar (321).

8. The wall structure according to claim 6, characterized in that, A composite mesh (200) and a steel mesh (300) are connected to form a mesh section, and a casting space is formed between the two mesh sections; a plurality of connecting structures (600) are provided between the two mesh sections. The connecting structure (600) has mounting parts (620) at both opposite ends, and the connecting structure (600) is fixedly connected to the two mesh parts through the mounting parts (620).

9. The wall structure according to claim 8, characterized in that, The connection structure (600) includes: The body (610) is adapted to be connected to the first reinforcing bar (311) and the second reinforcing bar (321); both ends of the body (610) are provided with mounting parts (620).

10. The wall structure according to claim 9, characterized in that, The mounting part (620) includes a first mounting groove and a second mounting groove, the extension directions of the first mounting groove and the second mounting groove respectively corresponding to the first reinforcing bar (311) and the second reinforcing bar (321); the first reinforcing bar (311) is engaged in the first mounting groove, and the second reinforcing bar (321) is engaged in the second mounting groove.

11. The wall structure according to claim 9, characterized in that, The main body (610) is a square tube structure; Alternatively, the body (610) may be a circular tube structure; Alternatively, a "U"-shaped groove is provided at one end of the body (610), and a through hole is provided at the other end; Alternatively, both ends of the body (610) may form hook-shaped structures; Alternatively, both ends of the body (610) are provided with through holes.

12. The wall structure according to claim 9, characterized in that, Also includes: A plurality of support structures (500) are disposed between two mesh portions, and the shape of the two mesh portions is restricted by the support structures (500).

13. The wall structure according to claim 12, characterized in that, The supporting structure (500) has the same shape as the connecting structure (600).

14. The wall structure according to claim 12, characterized in that, The support structure (500) includes: The support plate body (510) is adapted to resist the pressure generated during concrete pouring; At least one wing plate (520) is fixed to the edge of the support plate body (510); the wing plate (520) is provided with an assembly groove (521) and is snapped into the mesh part through the assembly groove (521).

15. The wall structure according to claim 14, characterized in that, There are two wing plates (520), which are respectively disposed on both sides of the main body of the support plate (510). The assembly groove (521) is a "U" shaped groove, which is suitable for accommodating the first reinforcing bar (311) or the second reinforcing bar (321). The main body of the support plate (510) is provided with a through hole (530), and adjacent support plates are connected to each other through the through hole (530).

16. The wall structure according to claim 15, characterized in that, The wing plate (520) has four parts, and the four wing plates (520) are respectively arranged at the four corners of the support plate body (510); the assembly groove (521) is a "U" shaped groove, and the assembly groove (521) is suitable for accommodating the first steel bar (311) or the second steel bar (321); the support plate body (510) is provided with a through hole (530), and adjacent support plates are connected to each other through the through hole (530).

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