Reinforcing structure of load-bearing wall

Abstract

The utility model relates to the technical field of reinforcing of load-bearing walls, in particular to a reinforcing structure of a load-bearing wall. Comprising a frame assembly, a framework assembly and a supporting assembly, the frame assembly comprises a frame plate, one end of the frame plate is connected with a mounting bottom plate, the two ends of the mounting bottom plate are symmetrically connected with connecting plates, the lower end of a mounting top plate is connected with a stabilizing block, the framework assembly comprises a framework plate and pouring holes, and reinforcing steel bars are arranged on the inner ring of the framework plate. The supporting assembly comprises a supporting inner plate, a first stand column is arranged on the inner side of the supporting inner plate, and the outer wall of the first stand column is connected with a supporting frame plate. After the frame plate is connected with the bearing wall body, concrete is injected into the periphery of the reinforcing steel bars through the pouring holes, then the framework plate and the reinforcing steel bars are wrapped, the framework assembly is built and formed in the framework plate, the bearing strength of the framework plate can be improved, and then the anti-pressure capacity of the bearing wall can be improved when the framework assembly is used in cooperation with the bearing wall.

Description

Technical Field

[0001] The utility model relates to the technical field of load-bearing wall reinforcement, in particular to a load-bearing wall reinforcement structure. Background Art

[0002] Building walls can be divided into horizontal wall bearing, vertical wall bearing, vertical and horizontal wall bearing, and partial frame bearing. Horizontal wall bearing is mostly used in small space buildings. When the vertical wall is bearing, the upper load is borne by the vertical wall, that is, the floor and roof panels are supported on the vertical wall. At this time, the horizontal wall is a non-load-bearing partition wall. Vertical and horizontal wall bearing is suitable for buildings that require flexible layout, such as exhibition halls.

[0003] A load-bearing wall refers to a wall that supports the weight of the upper floors. It is a black wall on the engineering drawing. Demolishing it will destroy the entire building structure. A non-load-bearing wall refers to a wall that does not support the weight of the upper floors. It only serves to separate one room from another. It is a hollow wall on the engineering drawing. The presence or absence of this wall has no major impact on the building structure.

[0004] The existing reinforcement structure of the load-bearing wall, when used in conjunction with the load-bearing wall, cannot resist the distributed pressure in the vertical direction, and thus cannot achieve the distributed pressure resistance. Utility Model Content

[0005] In view of the above problems, the purpose of the utility model is to provide a reinforcement structure for a load-bearing wall, so as to solve the problem that when it is used in conjunction with a load-bearing wall, it is impossible to achieve distributed resistance to vertical pressure, and thus it is impossible to achieve distributed resistance to pressure. By strengthening the setting of the frame plate, while reducing the overall weight of the supporting inner plate, it is used to form a layered pressure-resistant plate together with the stable frame plate, thereby achieving distributed resistance to pressure. By shaping the skeleton assembly in the frame plate, the bearing strength of the frame plate can be improved, and thus when used in conjunction with the load-bearing wall, the pressure resistance of the load-bearing wall can be improved.

[0006] To achieve the above objectives, the technical solution adopted by the utility model is: a reinforcement structure of a load-bearing wall, including a frame assembly, a skeleton assembly, and a support assembly, the frame assembly includes a frame plate, one end of the frame plate is connected to a mounting base plate, both ends of the mounting base plate are symmetrically connected to connecting plates, the top of the mounting base plate is connected to a decorative outer plate, a countersunk hole is provided on the inner side of the mounting base plate, the same end of the frame plate connected to the mounting base plate is connected to a mounting top plate, the lower end of the mounting top plate is connected to a stabilizing block, the skeleton assembly includes a skeleton plate and a pouring hole, the inner circle of the skeleton plate is provided with steel bars, the support assembly includes a support inner plate, the inner side of the support inner plate is provided with a first column, the outer wall of the first column is connected to a support frame plate, the inner side of the support inner plate is provided with a second column, the outer wall of the second column is connected to a stabilizing frame plate, and the inner side of the support inner plate is provided with a third column.

[0007] The beneficial effects of the utility model are as follows: after the frame plate is connected to the load-bearing wall, concrete is injected around the steel bars through the pouring holes, and then the frame plate and the steel bars are wrapped; by shaping the frame assembly in the frame plate, the load-bearing strength of the frame plate can be improved; and when used in conjunction with the load-bearing wall, the compressive resistance of the load-bearing wall can be improved; by setting the third column, the compressive resistance of the supporting inner plate in the vertical direction can be further improved; by strengthening the setting of the frame plate, while reducing the overall weight of the supporting inner plate, it is used together with the stable frame plate to form a layered compression-resistant plate, thereby achieving distributed compression resistance to pressure.

[0008] In order to be able to choose to connect the reinforcement structure on both sides of the load-bearing wall at the same time according to the actual situation of the load-bearing wall:

[0009] As a further improvement of the above technical solution: the decorative outer panel is connected to the frame panel, the two ends of the mounting top panel are symmetrically connected with connecting plates, and the inner side of the connecting plate is provided with a countersunk hole.

[0010] The beneficial effect of this improvement is that when in use, the frame plate is fitted against the load-bearing wall, and then the frame plate is connected to the load-bearing wall by using bolts through the installation base plate and the connecting plate. At the same time, according to the actual situation of the load-bearing wall, it is possible to choose to connect the reinforcement structure on both sides of the load-bearing wall at the same time.

[0011] To ensure the stability of the top plate during installation:

[0012] As a further improvement of the above technical solution: a countersunk hole is opened on the inner side of the mounting top plate, two stabilizing blocks are connected to the lower end of each mounting top plate, and a reinforcing block is connected to one end of the stabilizing block away from the mounting top plate.

[0013] The beneficial effects of this improvement are as follows: by setting up the installation top plate, it is used to connect with the support body of the load-bearing wall; by setting up the stabilizing block, the connection area between the installation top plate and the frame plate can be increased; by setting up the reinforcing block, it is used to increase the connection strength between the stabilizing block and the frame plate, thereby ensuring the stability of the installation top plate when in use.

[0014] In order to improve the seismic resistance of the reinforced structure:

[0015] As a further improvement of the above technical solution: the skeleton components are arranged on the inner side of the frame plate, a group of support components is arranged between each two adjacent groups of skeleton components, and the upper and lower ends of the steel bars are connected to the inner wall of the frame plate.

[0016] The beneficial effects of this improvement are: through the provision of the skeleton plate, the service strength of the steel bars is guaranteed; through the provision of the steel bars, they are used to form a whole with the concrete and to improve the earthquake resistance of the reinforced structure.

[0017] In order to improve the compressive strength of the load-bearing wall:

[0018] As a further improvement of the above technical solution: the injection hole is communicated with the inner cavity of the frame plate.

[0019] The beneficial effect of this improvement is: after the frame plate is connected to the load-bearing wall, concrete is injected around the steel bars through the pouring holes, and then the frame plate and the steel bars are wrapped. By shaping the frame assembly within the frame plate, the load-bearing strength of the frame plate can be improved, and then when used in conjunction with the load-bearing wall, the compressive capacity of the load-bearing wall can be improved.

[0020] In order to ensure the compressive strength of the supporting inner plate in the transverse plane:

[0021] As a further improvement of the above technical solution: the inner wall of the supporting inner plate is connected with a compression plate, the compression plates are grouped in pairs and are symmetrically arranged, and the top cross-section of the compression plates is an arc-shaped structure.

[0022] The beneficial effects of this improvement are as follows: by setting up the supporting inner plate, the compressive resistance of the supporting inner plate in the vertical direction is improved; by setting up the first column, the second column and the third column together, the distributed compressive resistance to the vertical pressure is achieved; by setting up the pressure-resistant plate, the compressive resistance of the supporting inner plate in the transverse plane is guaranteed.

[0023] In order to stabilize the frame plate, it is used together with the compression plate to form a layered compression plate:

[0024] As a further improvement of the above technical solution: the upper and lower ends of the second column are connected to the inner wall of the supporting inner plate, the second columns are grouped in pairs and are symmetrically arranged, the outer wall of the second column is connected to a stabilizing frame plate, and the end of the stabilizing frame plate away from the second column is connected to the inner wall of the supporting inner plate and the pressure-resistant plate.

[0025] The beneficial effects of this improvement are: through the provision of the second column, it is used to further improve the compressive resistance of the supporting inner plate in the vertical direction, and through the provision of the stabilizing frame plate, it is used to form a layered compressive plate together with the compressive plate.

[0026] In order to achieve distributed resistance to pressure:

[0027] As a further improvement of the above technical solution: the third columns are grouped in pairs and are symmetrically arranged, the outer walls of the third columns are connected to a reinforcing frame plate, the end of the reinforcing frame plate away from the third column is connected to the inner wall of the supporting inner plate and the stabilizing frame plate, and the upper and lower ends of the third column are connected to the inner wall of the supporting inner plate.

[0028] The beneficial effect of this improvement is that by setting the third column, the compressive resistance of the supporting inner plate in the vertical direction can be further improved. By setting the strengthening frame plate, while reducing the overall weight of the supporting inner plate, it is used together with the stabilizing frame plate to form a layered pressure-resistant plate, thereby achieving distributed pressure resistance. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] Figure 1 It is a schematic diagram of the main structure of the utility model.

[0030] Figure 2 It is a three-dimensional structural schematic diagram of the frame plate of the utility model.

[0031] Figure 3 It is a schematic cross-sectional structure diagram of the frame plate of the utility model.

[0032] Figure 4 for Figure 3 Schematic diagram of the enlarged structure at point A in the middle.

[0033] Figure 5 It is a schematic diagram of the top view of the structure of the supporting inner plate of the utility model.

[0034] In the figure: 1. frame assembly; 11. frame plate; 12. installation base plate; 13. connection plate; 14. decorative outer plate; 15. countersunk hole; 16. installation top plate; 17. stabilizing block; 18. reinforcing block; 2. skeleton assembly; 21. skeleton plate; 22. steel bar; 23. pouring hole; 3. support assembly; 31. support inner plate; 32. first column; 33. support frame plate; 34. compression plate; 35. second column; 36. stabilizing frame plate; 37. third column; 38. reinforcing frame plate. DETAILED DESCRIPTION

[0035] In order to enable those skilled in the art to better understand the technical solution of the utility model, the utility model is described in detail below in conjunction with the accompanying drawings. The description in this part is only exemplary and explanatory and should not have any limiting effect on the protection scope of the utility model.

[0036] like Figure 1-5As shown, a reinforcement structure of a load-bearing wall includes a frame component 1, a skeleton component 2, and a support component 3. The frame component 1 includes a frame plate 11, one end of the frame plate 11 is connected to a mounting base plate 12, both ends of the mounting base plate 12 are symmetrically connected to connecting plates 13, the top of the mounting base plate 12 is connected to a decorative outer plate 14, the inner side of the mounting base plate 12 is provided with a countersunk hole 15, the same end of the frame plate 11 connected to the mounting base plate 12 is connected to a mounting top plate 16, the lower end of the mounting top plate 16 is connected to a stabilizing block 17, the skeleton component 2 includes a skeleton plate 21 and a perfusion hole 23, the inner circle of the skeleton plate 21 is provided with a steel bar 22, the support component 3 includes a support inner plate 31, the inner ring of the support inner plate 31 A first column 32 is provided on the side, and the outer wall of the first column 32 is connected to a supporting frame plate 33, a second column 35 is provided on the inner side of the supporting inner plate 31, and the outer wall of the second column 35 is connected to a stabilizing frame plate 36, and a third column 37 is provided on the inner side of the supporting inner plate 31, the decorative outer plate 14 is connected to the frame plate 11, and the two ends of the mounting top plate 16 are symmetrically connected with connecting plates 13, and the inner side of the connecting plate 13 is provided with a countersunk hole 15; when in use, the frame plate 11 is fitted with the load-bearing wall, and then the frame plate 11 is connected to the load-bearing wall by using bolts through the mounting bottom plate 12 and the connecting plate 13. At the same time, according to the actual situation of the load-bearing wall, it is possible to choose to connect the reinforcement structure on both sides of the load-bearing wall at the same time. The mounting top plate 1 6 is provided with a countersunk hole 15, and the lower end of each of the mounting top plates 16 is connected to two stabilizing blocks 17, and the end of the stabilizing block 17 away from the mounting top plate 16 is connected to a reinforcing block 18; the top plate 16 is provided to be connected to the support body of the load-bearing wall, and the connection area between the mounting top plate 16 and the frame plate 11 can be increased by the setting of the stabilizing block 17, and the connection strength between the stabilizing block 17 and the frame plate 11 can be increased by the setting of the reinforcing block 18, so as to ensure the stability of the mounting top plate 16 when in use, the frame assembly 2 is provided on the inner side of the frame plate 11, and a group of supporting components 3 is provided between each two adjacent groups of frame assemblies 2, and the upper and lower ends of the steel bars 22 are connected to the inner wall of the frame plate 11; through the frame plate 21 The setting is used to ensure the service strength of the steel bar 22. The setting of the steel bar 22 is used to form a whole with the concrete and to improve the earthquake resistance of the reinforced structure. The injection hole 23 is connected to the inner cavity of the frame plate 11; after the frame plate 11 is connected to the load-bearing wall, concrete is injected around the steel bar 22 through the injection hole 23, and then the frame plate 21 and the steel bar 22 are wrapped. By forming the frame assembly 2 in the frame plate 11, the load-bearing strength of the frame plate 11 can be improved, and then when used in conjunction with the load-bearing wall, the compressive resistance of the load-bearing wall can be improved. The inner wall of the supporting inner plate 31 is connected with a compression plate 34, and the compression plates 34 are arranged symmetrically in groups of two, and the top view cross section of the compression plate 34 is an arc-shaped mechanism setting;The arrangement of the supporting inner plate 31 is used to improve the compressive resistance of the supporting inner plate 31 in the vertical direction. At the same time, the common arrangement of the first column 32, the second column 35, and the third column 37 realizes the distributed compressive resistance to the vertical pressure. The arrangement of the pressure-resistant plate 34 is used to ensure the compressive resistance of the supporting inner plate 31 in the horizontal plane. The upper and lower ends of the second column 35 are connected to the inner wall of the supporting inner plate 31. The second columns 35 are arranged in groups of two and symmetrically. The outer wall of the second columns 35 is connected to a stabilizing frame plate 36. The end of the stabilizing frame plate 36 away from the second column 35 is connected to the inner wall of the supporting inner plate 31 and the pressure-resistant plate 34. The arrangement of the second column 35 is used to further improve the vertical compressive resistance of the supporting inner plate 31. The compressive resistance in the vertical direction of the support inner plate 31 can be further improved by setting the stabilizing frame plate 36, which is used to form a layered compressive plate together with the compressive plate 34. The third columns 37 are arranged symmetrically in groups of two each. The outer wall of the third column 37 is connected with a reinforcing frame plate 38. The end of the reinforcing frame plate 38 away from the third column 37 is connected to the inner wall of the support inner plate 31 and the stabilizing frame plate 36. The upper and lower ends of the third column 37 are connected to the inner wall of the support inner plate 31. The arrangement of the third column 37 can further improve the compressive resistance in the vertical direction of the support inner plate 31. The arrangement of the reinforcing frame plate 38 can reduce the overall weight of the support inner plate 31 and form a layered compressive plate together with the stabilizing frame plate 36, thereby realizing distributed compressive resistance to pressure.

[0037] The working principle of the utility model is as follows: when in use, the frame plate 11 is fitted with the load-bearing wall, and then the frame plate 11 is connected to the load-bearing wall by installing the bottom plate 12 and the connecting plate 13 with bolts; the top plate 16 is installed to be connected to the support body of the load-bearing wall; the stabilizing block 17 is provided to increase the connection area between the top plate 16 and the frame plate 11; the reinforcing block 18 is provided to increase the connection strength between the stabilizing block 17 and the frame plate 11, thereby ensuring the stability of the top plate 16 when in use; after the frame plate 11 is connected to the load-bearing wall, concrete is injected around the steel bars 22 through the pouring holes 23, thereby wrapping the frame plate 21 and the steel bars 22; by shaping the frame assembly 2 in the frame plate 11, the load-bearing strength of the frame plate 11 can be increased, thereby improving the compressive capacity of the load-bearing wall when used in conjunction with the load-bearing wall; the frame plate 21 is provided to ensure the use strength of the steel bars 22; the steel bars 22 are provided to It is integrated with concrete and used to improve the seismic resistance of the reinforced structure. The support inner plate 31 is provided to improve the compressive resistance of the support inner plate 31 in the vertical direction. At the same time, the first column 32, the second column 35, and the third column 37 are jointly provided to achieve distributed compressive resistance to vertical pressure. The compression plate 34 is provided to ensure the compressive resistance of the support inner plate 31 in the transverse plane. The second column 35 is provided to further improve the compressive resistance of the support inner plate 31 in the vertical direction. The stabilizing frame 36 is provided to form a layered compression plate together with the compression plate 34. The third column 37 is provided to further improve the compressive resistance of the support inner plate 31 in the vertical direction. The reinforcing frame 38 is provided to reduce the overall weight of the support inner plate 31 and form a layered compression plate together with the stabilizing frame 36, thereby achieving distributed compressive resistance to pressure. At the same time, according to the actual situation of the load-bearing wall, the reinforcement structure is selected to be connected to both sides of the load-bearing wall at the same time.

[0038] It should be noted that, in this article, the terms "comprises", "includes" or any other variations thereof are intended to cover non-exclusive inclusion, so that a process, method, article or apparatus that includes a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or apparatus.

[0039] This article uses specific examples to illustrate the principles and implementation methods of the utility model. The above examples are only used to help understand the method and core ideas of the utility model. The above is only the preferred implementation method of the utility model. It should be pointed out that due to the limitations of textual expression, there are objectively infinite specific structures. For ordinary technicians in this technical field, without departing from the principle of the utility model, they can make several improvements, modifications or changes, and can also combine the above technical features in an appropriate manner; these improvements, modifications, changes or combinations, or the direct application of the concept and technical solution of the utility model to other occasions without improvement, should be regarded as the protection scope of the utility model.

Claims

1. A reinforcement structure for a load-bearing wall, comprising a frame assembly (1), a skeleton assembly (2), and a support assembly (3), wherein the frame assembly (1) comprises a frame plate (11), characterized in that: One end of the frame plate (11) is connected to a mounting base plate (12), two ends of the mounting base plate (12) are symmetrically connected to connecting plates (13), the top of the mounting base plate (12) is connected to a decorative outer plate (14), a countersunk hole (15) is provided on the inner side of the mounting base plate (12), the same end of the frame plate (11) connected to the mounting base plate (12) is connected to a mounting top plate (16), the lower end of the mounting top plate (16) is connected to a stabilizing block (17), the frame assembly (2) comprises a frame plate (2 1), a pouring hole (23), the inner circle of the skeleton plate (21) is provided with a steel bar (22), the support assembly (3) comprises a support inner plate (31), a first column (32) is provided on the inner side of the support inner plate (31), the outer wall of the first column (32) is connected to a support frame plate (33), a second column (35) is provided on the inner side of the support inner plate (31), the outer wall of the second column (35) is connected to a stabilizing frame plate (36), and a third column (37) is provided on the inner side of the support inner plate (31).

2. The reinforcement structure of a load-bearing wall according to claim 1, characterized in that: The decorative outer plate (14) is connected to the frame plate (11), and the two ends of the mounting top plate (16) are symmetrically connected to connecting plates (13), and the inner side of the connecting plate (13) is provided with a countersunk hole (15).

3. The reinforcement structure of a load-bearing wall according to claim 1, characterized in that: A countersunk hole (15) is provided on the inner side of the mounting top plate (16); two stabilizing blocks (17) are connected to the lower end of each mounting top plate (16); and a reinforcing block (18) is connected to one end of the stabilizing block (17) away from the mounting top plate (16).

4. The reinforcement structure of a load-bearing wall according to claim 1, characterized in that: The skeleton components (2) are arranged on the inner side of the frame plate (11), a group of support components (3) is arranged between each two adjacent groups of skeleton components (2), and the upper and lower ends of the steel bars (22) are connected to the inner wall of the frame plate (11).

5. The reinforcement structure of a load-bearing wall according to claim 1, characterized in that: The injection hole (23) is communicated with the inner cavity of the frame plate (11).

6. The reinforcement structure of a load-bearing wall according to claim 1, characterized in that: The inner wall of the supporting inner plate (31) is connected with a pressure-resistant plate (34), and the pressure-resistant plates (34) are arranged symmetrically in groups of two. The cross-section of the pressure-resistant plates (34) in a plan view is an arc-shaped structure.

7. The reinforcement structure of a load-bearing wall according to claim 1, characterized in that: The upper and lower ends of the second columns (35) are connected to the inner wall of the supporting inner plate (31); the second columns (35) are arranged in groups of two and are symmetrical; the outer wall of the second columns (35) is connected to a stabilizing frame plate (36); the end of the stabilizing frame plate (36) away from the second columns (35) is connected to the inner wall of the supporting inner plate (31) and the pressure-resistant plate (34).

8. The reinforcement structure of a load-bearing wall according to claim 1, characterized in that: The third columns (37) are arranged in groups of two and are symmetrically arranged. The outer wall of the third columns (37) is connected to a reinforcing frame plate (38). The end of the reinforcing frame plate (38) away from the third columns (37) is connected to the inner wall of the supporting inner plate (31) and the stabilizing frame plate (36). The upper and lower ends of the third columns (37) are connected to the inner wall of the supporting inner plate (31).

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