High-strength infilled wall structure and construction method thereof

Abstract

The invention relates to the technical field of building construction, in particular to a high-strength infilled wall structure and a construction method thereof.The high-strength infilled wall structure comprises a foundation and multiple sets of steel bar supports and brick assemblies on the foundation, and each set of steel bar support comprises a base and four steel bars fixed to the upper end of the base; a fixing assembly used for fixing the base is arranged between the base and the foundation, the brick assembly comprises a plurality of sets of mounting blocks used for being mounted on reinforcing bars, inserting grooves allowing the reinforcing bars to be inserted are formed in the mounting blocks, and connecting assemblies used for fixing the upper mounting block and the lower mounting block are arranged between the mounting blocks. An enclosing wall for wrapping the whole brick assembly is arranged on the outer side of the mounting block.

Description

Technical Field

[0001] The present application relates to the technical field of building construction, and in particular to a high-strength filling wall structure and a construction method thereof. Background Art

[0002] Infill walls refer to the walls that fill in between the columns of the frame structure. They do not bear the main load of the building, and their weight is mainly borne by the beams and columns in the frame structure. Infill walls are made of a variety of materials, including cement, reinforced concrete, bricks, etc. These materials have good load-bearing capacity and stability, and can function as part of the main structure of the building.

[0003] In the prior art, the infill wall is usually built by stacking multiple bricks, and then steel bars are placed inside the wall after the stacking is completed, and then concrete is poured. Since the bricks and steel bars are built separately and not connected, the two are only connected together by concrete, so the actual strength of the infill wall after construction is not high. Summary of the invention

[0004] In view of the deficiencies in the prior art, the purpose of this application is to provide a high-strength filling wall structure and a construction method thereof, so as to solve the above-mentioned technical problems.

[0005] The above-mentioned purpose of the present application is achieved through the following technical solutions: a high-strength filling wall structure, including a foundation and multiple groups of steel bar supports and brick assemblies on the foundation, each group of the steel bar supports including a base and four steel bars fixed to the upper end of the base, a fixing assembly for fixing the base is arranged between the base and the foundation, the brick assembly includes multiple groups of mounting blocks for installation on the steel bars, the mounting blocks are provided with plug-in grooves for plugging in the steel bars, connecting assemblies for fixing upper and lower mounting blocks are arranged between the mounting blocks, and a wall for wrapping the entire brick assembly is arranged on the outside of the mounting blocks.

[0006] By adopting the above technical solution, when building a filling wall, the base is first installed on the foundation through a fixing component, and then the plug-in slot on the mounting block is plugged into the steel bar, and then installed on the upper end of the base. At the same time, the connecting component can ensure the stability of the left and right mounting blocks, and then the wall wraps the entire completed mounting block, and then concrete is poured. In this application, multiple groups of mounting blocks are connected to each other, and the mounting blocks and steel bars are connected together before concrete is poured, which can improve the stability between the mounting blocks and the steel bars.

[0007] Furthermore, the connecting assembly includes a connecting plate arranged between the upper and lower mounting blocks, the connecting plate is provided with a through hole for plugging into the steel bar, connecting bars are fixedly arranged on the upper and lower sides of the connecting plate, connecting grooves matching the connecting bars are arranged on the four sides of the mounting blocks, and protrusions for wrapping the four corners of the mounting blocks are fixedly arranged on both sides of the four corners of the connecting plate.

[0008] By adopting the above technical solution, during construction, a connecting plate is placed between the upper and lower mounting blocks, and then the connecting strips on the connecting plate and the connecting grooves on the mounting blocks are spliced ​​together for construction. After the construction is completed, the mounting blocks and the connecting plate can be connected to each other.

[0009] Furthermore, the ends of the connecting strips are provided with arc surfaces, and the connecting plates are provided with joint components around them.

[0010] By adopting the above technical solution, the setting of the annular surface can make it more convenient when the connecting strip is inserted into the connecting groove.

[0011] Furthermore, the joint component includes fixed docking plates on both sides of the connecting plate, a connecting block extending from the upper end of the docking plate, slots on both sides of the connecting block, a fixing spring fixedly arranged in the slot, a sliding plate fixedly connected to the end of the fixing spring, an inclined surface provided on the upper end of the sliding plate, the sliding plate and the slot are plugged in, and a connecting rod is provided between adjacent connecting plates, and both ends of the connecting rod are provided with a connecting groove plugged in with the connecting block.

[0012] By adopting the above technical solution, a connecting rod is set between the adjacent connecting plates, and the connecting grooves at both ends of the connecting rod are inserted into the connecting blocks on the docking plates at both ends. When squeezed downward, the sliding plates are squeezed by the inclined surfaces of the sliding plates on both sides, and the sliding plates will shrink into the grooves. When the connecting grooves are completely inserted into the connecting blocks, the sliding plates will lose the squeezing, so that the fixing springs will push the sliding plates to jam the connecting grooves on the connecting rods. In the present application, the connection between the docking plates and the docking plates is improved by setting the connecting rods, thereby further improving the strength of the overall filling wall.

[0013] Furthermore, an inclined surface opened on the joint rod is arranged at the bottom of the joint groove, a reinforcing steel is fixedly arranged in the middle of the joint rod, and a flexible layer is fixedly arranged on the outer side of the reinforcing steel.

[0014] By adopting the above technical solution, considering that when pressing down, the joint grooves on both sides need to be aligned with the connecting blocks before being subjected to force, a reinforcement rod is arranged in the middle of the joint rod to ensure that the joint rod will not bend when pressing down.

[0015] Furthermore, the flexible layer is made of flexible rubber.

[0016] Furthermore, the fixing component includes a fixing groove opened on the foundation and matching the base, placement grooves are opened on both sides of the base, an extrusion spring is fixedly arranged in the placement groove, a plug-in board is fixedly arranged at the end of the extrusion spring, an inclined surface is opened at the bottom of the plug-in board, and a docking groove opened on the foundation is opened on the groove wall of the fixing groove, and the plug-in board and the docking groove are plugged into each other.

[0017] By adopting the above technical solution, during construction, the base is placed in the fixed groove. At this time, the plug-in plates on both sides of the base will be pushed outward due to the extrusion of the extrusion spring. However, since the inclined surface is set, it is only necessary to press down the base to shrink the plug-in plates, and the base will enter the fixed groove. At the same time, the plug-in plates will be plugged into the docking groove on the foundation, thereby completing the fixation of the abutment. Since the steel bar itself has weight, when the base is simply plugged into the fixed groove, the force brought by the upper end of the steel bar will cause the lower end base to tilt. Therefore, by setting the fixing component, the connectivity between the base and the fixed groove can be enhanced.

[0018] Furthermore, the upper end of the spring is provided with a disengagement slot opened on the base, and a disengagement block fixedly connected to the plug board is provided in the disengagement slot, and the disengagement block is slidably connected to the disengagement slot.

[0019] Furthermore, a driven rack bar is fixedly provided on the disengagement block, a driving rack bar meshing with the driven rack bar is rotatably provided on one side of the connecting plate, a sliding groove is provided on one side of the driving rack bar, an active rack bar meshing with the driving rack bar is slidably provided in the sliding groove, and a power assist rod is fixedly provided on the active rack bar.

[0020] By adopting the above technical solution, since the steel bar and the base in the present application are fixedly connected together, in actual situations, the steel bar may be bent during transportation, resulting in the placement of the installation block. When the staff installs the base into the fixed groove without noticing this, the base can be removed by disengaging the block in the disengagement groove. Specifically, the power-assisting rod is pushed and then the active rack bar is driven to engage the driving rack, and then the driven rack bar is driven to pull the disengagement block, so that the plug-in board can be retracted, and the base can be lifted to complete the disengagement.

[0021] Furthermore, a construction method of a high-strength infill wall structure is applicable to a high-strength infill wall structure described in any one of the above technical solutions, comprising the following steps: S1. Place the base into the fixing groove on the foundation, and press down the base so that the inclined surface on the plug-in board contacts and contracts with the wall of the fixing groove, and the base slides down into the fixing groove; When the base is completely inserted into the fixing groove, the plug-in plate pops out under the action of the extrusion spring and is plugged into the docking groove on the foundation to complete the fixing of the base; S2. Align the plug-in slots on the mounting blocks with the steel bars, and plug them into the steel bars one by one. Place a connecting plate between the mounting blocks, ensure that the through holes on the connecting plate are aligned with the steel bars, and connect the connecting strips on the connecting plate with the connecting slots on the mounting blocks to ensure the stability of the upper and lower mounting blocks; S3. A joint rod is arranged between adjacent connecting plates, and the joint grooves at both ends of the joint rod are aligned with the connecting blocks on the connecting plates at both ends. The joint rod is pressed downward so that the inclined surface on the sliding plate is pressed and contracted into the notch. S4. When the joint slot is fully inserted into the connection block, the sliding plate pops out under the push of the fixing spring and clamps the joint slot on the joint rod, completing the connection of the joint assembly; S5. Pour concrete, ensure that the concrete is evenly filled in the gaps between the fence and the installation blocks and steel bars, and wait for the concrete to solidify.

[0022] By adopting the above technical solution, the solution makes the installation process more modular and standardized through the designed plug-in plate, connecting plate, joint rod and other components, greatly simplifies the installation steps, reduces the installation time, and the connection between the components is simple and quick, without complicated welding or bolt connection, which improves the construction efficiency. The base is firmly connected to the docking groove on the foundation through the plug-in plate, ensuring the stability of the entire structure. The plug-in connection between the mounting block and the steel bar, and the splicing between the connecting plate and the mounting block further enhance the integrity and stability of the structure. The connection between the joint rod and the connecting block ensures the firmness and reliability of the connection through the design of the sliding plate and the fixed spring. This solution avoids welding defects, loose bolts and other problems that may occur in traditional construction, and improves the construction quality. This solution is suitable for different types of foundations and wall structures and has strong adaptability. The connection between the components is simple, easy to disassemble and replace, and convenient for later maintenance and overhaul. By simplifying the installation process and reducing high-altitude operations, the construction cost is reduced.

[0023] In summary, the present application includes the following beneficial technical effects: This high-strength filling wall structure includes a foundation and multiple groups of steel bar supports and brick assemblies on the foundation, and its design brings about many significant beneficial effects. Each group of steel bar supports consists of a base and four steel bars fixed to the upper end of the base, and a fixing assembly is provided between the base and the foundation to ensure the stability of the base. The brick assembly includes multiple groups of mounting blocks, which are provided with plug-in grooves for the steel bars to be plugged in, so that the mounting blocks can be easily and quickly fixed on the steel bars. In addition, a connecting assembly is provided between the mounting blocks to fix the upper and lower mounting blocks to ensure the stability of the left and right mounting blocks. The fence is wrapped around the outside of the entire mounting block after the entire construction is completed, further enhancing the integrity of the structure.

[0024] Through the plug-in connection of multiple sets of mounting blocks and steel bars, as well as the stabilizing effect of the connection components, the infill wall structure forms a fairly stable frame at the initial stage of construction. This pre-stabilized structure can withstand the greater pressure and tension during the subsequent concrete pouring process, thereby significantly improving the overall strength and stability of the wall. At the same time, the plug-in connection method of the mounting blocks and steel bars simplifies the construction process, eliminating the need for complex welding or tying operations, and improving construction efficiency. The wrapping of the fence and the pouring of concrete are also relatively simple, which helps to shorten the construction period. BRIEF DESCRIPTION OF THE DRAWINGS

[0025] Figure 1 It is a schematic diagram of the overall structure in the embodiment; Figure 2 This is a schematic diagram of the foundation and steel frame structure in the embodiment; Figure 3 yes Figure 2 Section view along the cutting line AA; Figure 4 This is a schematic diagram of the base structure Figure 5 yes Figure 4 Enlarged view of point A in the middle; Figure 6 yes Figure 5 Section view along cutting line BB.

[0026] Figure numerals: 1. foundation; 2. mounting block; 20. base; 21. reinforcement bar; 22. connection groove; 3. fence; 31. connection plate; 32. connection bar; 33. protrusion; 34. plug-in plate; 35. disengagement block; 36. driven gear bar; 37. driving gear; 38. active gear bar; 39. power assist rod; 4. combining rod; 40. extrusion spring; 41. reinforcement steel; 42. docking plate; 43. connection block; 45. fixing spring; 46. sliding plate. DETAILED DESCRIPTION

[0027] The present application is further described in detail below with reference to the accompanying drawings.

[0028] Example, see Figure 1-Figure 6 A high-strength filling wall structure includes a foundation 1 and multiple groups of steel bar supports and brick assemblies on the foundation 1, each group of steel bar supports includes a base 20 and four steel bars 21 fixed to the upper end of the base 20, a fixing assembly for fixing the base 20 is arranged between the base 20 and the foundation 1, the brick assembly includes multiple groups of mounting blocks 2 for installation on the steel bar 21, the mounting blocks 2 are provided with plug-in grooves for plugging the steel bar 21, connecting assemblies for fixing the upper and lower mounting blocks 2 are arranged between the mounting blocks 2, and a wall 3 for wrapping the entire brick assembly is arranged on the outside of the mounting block 2.

[0029] When building a filling wall, first install the base 20 on the foundation 1 through a fixing assembly, then plug the plug-in slot on the mounting block 2 into the reinforcing bar 21, and then install it to the upper end of the base 20. At the same time, the connecting assembly can ensure the stability of the left and right mounting blocks 2. Then, the wall 3 wraps the entire completed mounting block 2 and then pours concrete. In this application, multiple groups of mounting blocks 2 are connected to each other, so that the mounting blocks 2 and the reinforcing bar 21 are connected together and then concrete is poured, which can improve the stability between the mounting blocks 2 and the reinforcing bar 21.

[0030] In this embodiment, the connecting component includes a connecting plate 31 arranged between the upper and lower mounting blocks 2, a through hole is provided on the connecting plate 31 for plugging into the reinforcing bar 21, connecting bars 32 are fixedly provided on the upper and lower sides of the connecting plate 31, connecting grooves 22 matching the connecting bars 32 are provided on the four sides of the four corners of the connecting plate 31, and protrusions 33 for wrapping the four corners of the mounting block 2 are fixedly provided.

[0031] During construction, a connecting plate 31 is placed between the upper and lower mounting blocks 2, and then the connecting strips 32 on the connecting plate 31 and the connecting grooves 22 on the mounting blocks 2 are spliced ​​together to build. After the construction is completed, the mounting blocks 2 and the connecting plates 31 can be connected to each other.

[0032] In this embodiment, the ends of the connecting strips 32 are provided with arc surfaces, and the connecting plate 31 is provided with joint components around it.

[0033] The provision of the annular surface can make it more convenient to insert the connecting strip 32 into the connecting groove 22 .

[0034] In this embodiment, the joint component includes a docking plate 42 fixedly arranged on both sides of the connecting plate 31, a connecting block 43 extending from the upper end of the docking plate 42, slots are provided on both sides of the connecting block 43, a fixing spring 45 is fixedly arranged in the slot, a sliding plate 46 is fixedly connected to the end of the fixing spring 45, an inclined surface is provided on the upper end of the sliding plate 46, the sliding plate 46 is plugged into the slot, and a joint rod 4 is provided between adjacent connecting plates 31, and joint grooves plugged into the connecting block 43 are provided at both ends of the joint rod 4.

[0035] Between the adjacent connecting plates 31, a connecting rod 4 is set, and the connecting grooves at both ends of the connecting rod 4 are inserted into the connecting blocks 43 on the docking plates 42 at both ends. When squeezed downward, the sliding plates 46 on both sides are squeezed by the inclined surfaces, and the sliding plates 46 will shrink into the grooves. When the connecting groove is completely inserted into the connecting block 43, the sliding plate 46 will lose the squeezing, so that the fixing spring 45 will push the sliding plate 46 to jam the connecting groove on the connecting rod 4. In this application, the connection between the docking plates 42 and the docking plates 42 is improved by setting the connecting rod 4, thereby further improving the strength of the overall filling wall.

[0036] In this embodiment, an inclined surface opened on the combining rod 4 is arranged at the bottom of the combining groove, a reinforcing steel 41 is fixedly arranged in the middle of the combining rod 4 , and a flexible layer is fixedly arranged on the outer side of the reinforcing steel 41 .

[0037] Considering that when pressing down, the joint grooves on both sides need to be aligned with the connecting block 43 before being stressed, a reinforcing rod 41 is provided in the middle of the joint rod 4 to ensure that the joint rod 4 will not bend when pressing down. The flexible layer is made of flexible rubber.

[0038] In this embodiment, the fixing assembly includes a fixing groove 11 formed on the foundation 1 and matching the base 20, and placement grooves are formed on both sides of the base 20, in which a compression spring 40 is fixedly provided, and a plug-in board 34 is fixedly provided at the end of the compression spring 40, and an inclined surface is formed at the bottom of the plug-in board 34, and a docking groove formed on the foundation 1 is formed on the groove wall of the fixing groove 11, and the plug-in board 34 is plugged into the docking groove. During construction, the base 20 is placed in the fixing groove 11, and at this time, the plug-in boards 34 on both sides of the base 20 will be pushed outward due to the compression of the compression spring 40, but because the inclined surface is provided, the plug-in boards 34 can be retracted by only pressing down the base 20, and the base 20 will enter the fixing groove 11, and at the same time, the plug-in board 34 will be plugged into the docking groove on the foundation 1, thereby completing the fixation of the abutment.

[0039] In this embodiment, the upper end of the extrusion spring 40 is provided with a disengagement groove provided on the base 20, and a disengagement block 35 fixedly connected to the plug board 34 is provided in the disengagement groove, and the disengagement block 35 is slidably connected to the disengagement groove. A driven gear bar 36 is fixedly provided on the disengagement block 35, and a driving gear 37 meshing with the driven gear bar 36 is rotatably provided on one side of the connecting plate 31, and a sliding groove provided on the connecting plate 31 is provided on one side of the driving gear 37, and an active gear bar 38 meshing with the driving gear 37 is slidably provided in the sliding groove, and a booster rod 39 is fixedly provided on the active gear bar 38. Since the steel bar 21 and the base 20 in the present application are fixedly connected together, in actual situations, the steel bar 21 may be bent during transportation, resulting in the completion of the placement of the mounting block 2. When the staff installs the base 20 into the fixing groove 11 without noticing this, the base 20 can be removed by disengaging the block 35 in the disengagement groove. Specifically, the assist rod 39 is pushed and then the active gear rack 38 is driven to engage the driving gear 37, and then the driven gear rack 36 is driven. The driven gear rack 36 pulls the disengagement block 35 to shrink the plug plate 34, and then the base 20 can be lifted to complete the disengagement.

[0040] A construction method of a high-strength infill wall structure, applicable to a high-strength infill wall structure described in any one of the above technical solutions, comprises the following steps: S1. Place the base 20 into the fixing groove 11 on the foundation 1. Press down the base 20 so that the inclined surface on the plug board 34 contacts the groove wall of the fixing groove 11 and contracts, and the base 20 slides down into the fixing groove 11.

[0041] When the base 20 is completely inserted into the fixing groove 11, the plug-in plate 34 pops out under the action of the extrusion spring 40 and is plugged into the docking groove on the foundation 1, thereby completing the fixing of the base 20; S2. Align the insertion slots on the mounting blocks 2 with the reinforcing bars 21, and insert them one by one into the reinforcing bars 21. Place the connecting plate 31 between the mounting blocks 2, ensure that the through holes on the connecting plate 31 are aligned with the reinforcing bars 21, and splice the connecting bars 32 on the connecting plate 31 with the connecting slots 22 on the mounting blocks 2 to ensure the stability of the upper and lower mounting blocks 2.

[0042] S3, a joint rod 4 is arranged between adjacent connecting plates 31, the joint grooves at both ends of the joint rod 4 are ensured to be aligned with the connecting blocks 43 on the butt plates 42 at both ends, and the joint rod 4 is pressed downward so that the inclined surface on the sliding plate 46 is pressed and contracted into the notch; S4, when the joint groove is completely inserted into the connecting block 43, the sliding plate 46 pops out under the push of the fixing spring 45, and clamps the joint groove on the joint rod 4, completing the connection of the joint assembly; S5, pouring concrete, ensuring that the concrete is evenly filled in the gap between the wall 3 and the mounting block 2, the steel bar 21, and waiting for the concrete to solidify. The scheme makes the installation process more modular and standardized through the designed plug-in plate 34, connecting plate 31, joint rod 4 and other components, greatly simplifies the installation steps, reduces the installation time, and the connection between the components is simple and fast, without complicated welding or bolt connection, which improves the construction efficiency. The base 20 is firmly connected to the docking groove on the foundation 1 through the plug-in plate 34, ensuring the stability of the entire structure. The plug-in connection between the mounting block 2 and the steel bar 21, and the splicing between the connecting plate 31 and the mounting block 2, further enhance the integrity and stability of the structure. The connection between the joint rod 4 and the connecting block 43, through the design of the sliding plate 46 and the fixing spring 45, ensures the firmness and reliability of the connection. This scheme avoids welding defects, loose bolts and other problems that may occur in traditional construction, and improves the construction quality. This scheme is suitable for different types of foundations 1 and wall 3 structures, and has strong adaptability. The connection between the components is simple, easy to disassemble and replace, and convenient for later maintenance and overhaul. The construction cost is reduced by simplifying the installation process and reducing high-altitude work.

[0043] Specific implementation process: Clean the pre-opened fixing groove 11 on the foundation 1 to ensure that there is no debris. Align the base 20 with the fixing groove 11 and place it. Since the plug-in boards 34 on both sides of the base 20 are pushed by the extrusion springs 40, they will initially press against the edge of the fixing groove 11. Press down the base 20, the inclined surface at the bottom of the plug-in board 34 contacts the groove wall of the fixing groove 11 and is squeezed and contracted, and the base 20 slides down into the fixing groove 11. When the base 20 is completely in the fixing groove 11, the plug-in board 34 pops out under the action of the extrusion spring 40 and is plugged into the docking groove on the foundation 1, completing the fixation of the base 20.

[0044] Align the insertion grooves on the installation block 2 with the reinforcement bars 21 and insert them into the reinforcement bars 21 one by one to ensure that the installation block 2 is stable.

[0045] A connecting plate 31 is placed between the upper and lower adjacent mounting blocks 2 to ensure that the through hole on the connecting plate 31 is aligned with the reinforcing bar 21. The stability of the upper and lower mounting blocks 2 is ensured by splicing the connecting strip 32 on the connecting plate 31 with the connecting groove 22 on the mounting block 2. The arc surface design at the end of the connecting strip 32 facilitates insertion into the connecting groove 22. A joint rod 4 is arranged between the adjacent connecting plates 31 to ensure that the joint grooves at both ends of the joint rod 4 are aligned with the connecting blocks 43 on the butt plates 42 at both ends. The joint rod 4 is pressed downward, and the inclined surface on the sliding plate 46 is squeezed and shrinks into the notch. When the joint groove is fully inserted into the connecting block 43, the sliding plate 46 pops out under the push of the fixing spring 45, clamps the joint groove on the joint rod 4, completes the connection of the joint assembly, and enhances the structural stability. The entire mounting block 2, the connecting plate 31 and the joint assembly are wrapped with the fence 3. Concrete is poured to ensure that the concrete is evenly filled in the gap between the fence 3 and the mounting block 2 and the reinforcing bar 21. Wait for the concrete to solidify to form a high-strength filling wall structure.

[0046] The embodiments of this specific implementation method are all preferred embodiments of the present application, and are not intended to limit the protection scope of the application. Therefore, all equivalent changes made based on the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A high-strength filling wall structure, characterized in that: The invention comprises a foundation (1) and a plurality of groups of steel bar supports and brick assemblies on the foundation (1), each group of the steel bar supports comprising a base (20) and four steel bars (21) fixed to the upper end of the base (20), a fixing assembly for fixing the base (20) is arranged between the base (20) and the foundation (1), the brick assemblies comprise a plurality of mounting blocks (2) for mounting on the steel bars (21), the mounting blocks (2) are provided with plug-in grooves for plugging the steel bars (21), a connecting assembly for fixing the upper and lower mounting blocks (2) is arranged between the mounting blocks (2), and a wall (3) for wrapping the entire brick assembly is arranged outside the mounting blocks (2).

2. A high-strength filling wall structure according to claim 1, characterized in that: The connection assembly comprises a connection plate (31) arranged between two upper and lower mounting blocks (2); a through hole is provided on the connection plate (31) for plugging into a reinforcing bar (21); connection bars (32) are fixedly provided on the four sides of the connection plate (31); connection grooves (22) matching the connection bars (32) are provided on the four sides of the mounting block (2); and protrusions (33) for wrapping around the four corners of the mounting block (2) are fixedly provided on both sides of the four corners of the connection plate (31).

3. A high-strength filling wall structure according to claim 2, characterized in that: The ends of the connecting strips (32) are each provided with an arc surface, and the connecting plate (31) is provided with a combination component around it.

4. The high-strength filling wall structure according to claim 1, characterized in that: The joint assembly comprises a butt joint plate (42) fixedly arranged on both sides of the connecting plate (31), a connecting block (43) extending from the upper end of the butt joint plate (42), notches provided on both sides of the connecting block (43), a fixing spring (45) fixedly arranged in the notch, a sliding plate (46) fixedly connected to the end of the fixing spring (45), an inclined surface provided on the upper end of the sliding plate (46), the sliding plate (46) and the notch plugged, a joint rod (4) is provided between adjacent connecting plates (31), and both ends of the joint rod (4) are provided with a joint groove plugged with the connecting block (43).

5. A high-strength filling wall structure according to claim 4, characterized in that: The bottom of the combined groove is provided with an inclined surface opened on the combined rod (4), a reinforcing steel (41) is fixedly provided in the middle of the combined rod (4), and a flexible layer is fixedly provided on the outer side of the reinforcing steel (41).

6. A high-strength filling wall structure according to claim 5, characterized in that: The flexible layer is made of flexible rubber.

7. The high-strength filling wall structure according to claim 1, characterized in that: The fixing assembly comprises a fixing groove (11) formed on the foundation (1) and matching the base (20), placement grooves formed on both sides of the base (20), a compression spring (40) fixedly disposed in the placement groove, a plug-in board (34) fixedly disposed at the end of the compression spring (40), an inclined surface formed at the bottom of the plug-in board (34), a docking groove formed on the foundation (1) formed on the groove wall of the fixing groove (11), and the plug-in board (34) and the docking groove being plugged into each other.

8. A high-strength filling wall structure according to claim 7, characterized in that: The upper end of the extrusion spring (40) is provided with a disengagement slot opened on the base (20), and a disengagement block (35) fixedly connected to the plug board (34) is provided in the disengagement slot, and the disengagement block (35) is slidably connected to the disengagement slot.

9. A high-strength filling wall structure according to claim 8, characterized in that: A driven gear rack (36) is fixedly arranged on the disengagement block (35), a driving gear (37) meshing with the driven gear rack (36) is rotatably arranged on one side of the connection plate (31), a sliding groove opened on the connection plate (31) is arranged on one side of the driving gear rack (37), an active gear rack (38) meshing with the driving gear rack (37) is slidably arranged in the sliding groove, and a power assist rod (39) is fixedly arranged on the active gear rack (38).

10. A construction method of a high-strength infill wall structure, applicable to a high-strength infill wall structure as claimed in any one of claims 1 to 9, characterized in that: The following steps are involved: S1, placing the base (20) into the fixing groove (11) on the foundation (1), and pressing down the base (20) so that the inclined surface on the plug board (34) contacts and contracts with the groove wall of the fixing groove (11), and the base (20) then slides down into the fixing groove (11); When the base (20) is completely inserted into the fixing groove (11), the plug-in plate (34) pops out under the action of the extrusion spring (40) and is plugged into the docking groove on the foundation (1), thereby completing the fixing of the base (20); S2. Align the insertion grooves on the mounting blocks (2) with the reinforcing bars (21), and insert them into the reinforcing bars (21) one by one. Place a connecting plate (31) between the mounting blocks (2), ensure that the through holes on the connecting plate (31) are aligned with the reinforcing bars (21), and connect the connecting strips (32) on the connecting plate (31) and the connecting grooves (22) on the mounting blocks (2) to ensure the stability of the upper and lower mounting blocks (2); S3, a joint rod (4) is arranged between adjacent connecting plates (31), the joint grooves at both ends of the joint rod (4) are ensured to be aligned with the connecting blocks (43) on the butt plates (42) at both ends, and the joint rod (4) is pressed downwards so that the inclined surface on the sliding plate (46) is pressed and shrinks into the notch; S4. When the joint groove is completely inserted into the connection block (43), the sliding plate (46) pops out under the push of the fixing spring (45) and locks the joint groove on the joint rod (4), thus completing the connection of the joint assembly; S5. Concrete pouring is performed to ensure that the concrete is evenly filled in the gaps between the wall (3), the mounting block (2) and the reinforcement bar (21), and the concrete is waited for to solidify.

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