Wall column reinforcing truss

Abstract

The utility model discloses a wall column reinforcing truss which comprises a truss body assembly, an inner connecting plate, an outer wrapping plate and a bottom supporting plate, the truss body assembly comprises a stand column, a longitudinal beam and a cross beam, the longitudinal beam and the cross beam are arranged on the top of the stand column, and the inner connecting plate is arranged on the top of the stand column and fixedly connected with the longitudinal beam and the cross beam respectively. The outer wrapping plates wrap the outer sides of the stand columns, the longitudinal beams and the cross beams, the bottom supporting plates are arranged on the side walls of the stand columns, and the bottom supporting plates are fixedly connected with the longitudinal beams and the cross beams respectively. The inner connecting plates keep the internal connecting strength between the stand columns and the cross beams and between the stand columns and the longitudinal beams, the outer wrapping plates connect the stand columns, the longitudinal beams and the outer portions of the cross beams, the bottom supporting plates can keep the connecting strength between the stand columns and the cross beams and between the stand columns and the longitudinal beams, the structural strength is large, and then the strength of the wall is enhanced on the whole.

Description

Technical Field

[0001] This utility model relates to the field of truss technology, specifically a wall column strengthening truss. Background Technology

[0002] Currently, various building wall types are used in China, such as monolithic, prefabricated, and block walls. Each type has its own advantages and disadvantages. Lightweight block walls offer good fire resistance and sound insulation, but their overall integrity is poor, their hanging capacity is low, and water and electricity pipes must be installed after the wall construction is completed. Prefabricated walls are lighter, thinner, and allow for cleaner construction sites, but they have poor waterproofing, low hanging capacity, and water and electricity pipes must also be installed after the wall construction is complete.

[0003] Currently used monolithic wall systems are mainly grouted walls with internal light steel framing. This application designs a wall column reinforcing truss, which can enhance wall strength, has a simple structure, and is easy to assemble. Utility Model Content

[0004] The purpose of this section is to outline some aspects of the embodiments of this utility model and to briefly introduce some preferred embodiments. Simplifications or omissions may be made in this section, as well as in the abstract and title of this application, to avoid obscuring the purpose of these documents; however, such simplifications or omissions should not be used to limit the scope of this utility model.

[0005] In view of the problems existing in the use of the above and / or wall column strengthening trusses, this utility model is proposed.

[0006] Therefore, the purpose of this utility model is to provide a wall column strengthening truss, which maintains its own stability by supporting the horizontal and vertical beams with columns. The structure composed of diagonal braces and frame has triangular stability and high strength. The inner connecting plate maintains the internal connection strength between the columns and horizontal beams, and between the columns and vertical beams. The outer cladding plate connects the columns, vertical beams and horizontal beams externally, resulting in strong integrity. The use of multiple screws makes it less prone to falling off. The bottom support plate can maintain the bottom connection strength between the columns and horizontal beams, and between the columns and vertical beams. The structure has high strength, thereby strengthening the overall strength of the wall.

[0007] To solve the above-mentioned technical problems, according to one aspect of the present invention, the present invention provides the following technical solution:

[0008] A wall column strengthening truss, comprising:

[0009] A frame assembly, the frame assembly including columns, longitudinal beams and transverse beams disposed on the top of the columns;

[0010] An inner connecting plate is provided on the top of the column and is fixedly connected to the longitudinal beam and the transverse beam respectively.

[0011] The outer cladding plate covers the outside of the columns, longitudinal beams, and transverse beams;

[0012] A bottom support plate is provided on the side wall of the column and is fixedly connected to the longitudinal beam and the transverse beam respectively.

[0013] As a preferred embodiment of the wall column reinforcement truss described in this utility model, the column, longitudinal beam and transverse beam each include two frames and diagonal braces disposed inside the frames.

[0014] In a preferred embodiment of the wall-column reinforcement truss described in this utility model, the number of columns is 6, the number of longitudinal beams is 2, and the number of transverse beams is 2.

[0015] In a preferred embodiment of the wall-column reinforcement truss described in this utility model, the diagonal brace sidewall is provided with fixing screws, which are fixedly connected to the sidewall of the frame.

[0016] In a preferred embodiment of the wall-column reinforcement truss described in this utility model, the inner connecting plate and the bottom support plate are L-shaped plates, and fastening bolts are provided on the side walls of the inner connecting plate and the bottom support plate.

[0017] As a preferred embodiment of the wall-column reinforcement truss described in this utility model, the side wall of the outer cladding plate is provided with 16 screws, which are respectively fixedly connected to the inner connecting plate and the longitudinal beam and the transverse beam.

[0018] Compared with the prior art, the beneficial effects of this utility model are as follows: This type of wall column strengthening truss maintains its own stability by supporting the horizontal and vertical beams with columns. The structure composed of diagonal braces and frame has triangular stability and high strength. The inner connecting plate maintains the internal connection strength between the columns and horizontal beams, and between the columns and vertical beams. The outer cladding plate connects the columns, vertical beams and horizontal beams externally, resulting in strong integrity. The use of multiple screws makes it less prone to falling off. The bottom support plate can maintain the bottom connection strength between the columns and horizontal beams, and between the columns and vertical beams. The structure has high strength, thereby strengthening the overall strength of the wall. Attached Figure Description

[0019] To more clearly illustrate the technical solutions of the embodiments of this utility model, the present utility model will be described in detail below with reference to the accompanying drawings and detailed embodiments. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort. Among them:

[0020] Figure 1 This is a schematic diagram of the overall structure of a wall column reinforcing truss according to the present invention;

[0021] Figure 2 This is a schematic diagram of the inner connecting plate portion of a wall column reinforcing truss according to the present invention;

[0022] Figure 3 This is a schematic diagram of the outer cladding plate structure of a wall column reinforcing truss according to the present invention;

[0023] Figure 4 This is a schematic diagram of the bottom support plate of a wall column strengthening truss according to the present invention.

[0024] 100. Frame assembly; 110. Upright; 120. Longitudinal beam; 130. Horizontal beam; 101. Diagonal brace; 102. Fixing screw; 200. Inner connecting plate; 300. Outer covering plate; 400. Bottom support plate. Detailed Implementation

[0025] To make the above-mentioned objectives, features and advantages of this utility model more apparent and understandable, the specific embodiments of this utility model will be described in detail below with reference to the accompanying drawings.

[0026] Secondly, this utility model is described in detail with reference to the schematic diagrams. When describing the embodiments of this utility model, for ease of explanation, the cross-sectional views showing the device structure will not be enlarged to scale. Furthermore, the schematic diagrams are merely examples and should not limit the scope of protection of this utility model. In addition, actual manufacturing should include the three-dimensional spatial dimensions of length, width, and depth.

[0027] To make the objectives, technical solutions, and advantages of this utility model clearer, the embodiments of this utility model will be described in further detail below with reference to the accompanying drawings.

[0028] This utility model provides a wall column reinforcement truss, which supports the horizontal and vertical beams with columns to maintain its own stability. The structure composed of diagonal braces and frame has triangular stability and high strength. The inner connecting plate maintains the internal connection strength between the columns and horizontal beams, and between the columns and vertical beams. The outer cladding plate connects the columns, vertical beams and horizontal beams externally, resulting in strong integrity. The use of multiple screws makes it difficult to fall off. The bottom support plate can maintain the bottom connection strength between the columns and horizontal beams, and between the columns and vertical beams. The structure has high strength, thus strengthening the overall strength of the wall.

[0029] Figures 1-4 The diagram shown is a structural schematic of one embodiment of a wall column reinforcing truss according to this utility model. Please refer to [link / reference]. Figures 1-4 The wall column strengthening truss of this embodiment includes a frame assembly 100, an inner connecting plate 200, an outer cladding plate 300 and a bottom support plate 400.

[0030] The frame assembly 100 supports the horizontal beams 130 and the vertical beams 120 through the uprights 110, maintaining its own stability. The structure composed of the diagonal braces 101 and the frame has triangular stability and high strength. Specifically, the frame assembly 100 includes uprights 110, vertical beams 120 and horizontal beams 130 set on the top of the uprights 110. In this embodiment, the uprights 110, vertical beams 120 and horizontal beams 130 each include two frames and diagonal braces 101 set inside the frames. There are 6 uprights 110, 2 vertical beams 120 and 2 horizontal beams 130. The diagonal braces 101 are provided with fixing screws 102 on their side walls, and the fixing screws 102 are fixedly connected to the side walls of the frame.

[0031] The inner connecting plate 200 maintains the internal connection strength between the column 110 and the crossbeam 130, and between the column 110 and the longitudinal beam 120. Specifically, the inner connecting plate 200 is disposed on the top of the column 110, and the inner connecting plate 200 is fixedly connected to the longitudinal beam 120 and the crossbeam 130 respectively. In this embodiment, the inner connecting plate 200 and the bottom support plate 400 are L-shaped plates, and fastening bolts are provided on the side walls of the inner connecting plate 200 and the bottom support plate 400.

[0032] The outer cladding plate 300 connects the columns 110, longitudinal beams 120, and transverse beams 130 to the outside, providing strong overall integrity. The use of multiple screws makes it less prone to falling off. Specifically, the outer cladding plate 300 covers the outside of the columns 110, longitudinal beams 120, and transverse beams 130. In this embodiment, the side wall of the outer cladding plate 300 is provided with 16 screws, which are respectively fixedly connected to the inner connecting plate 200 and the longitudinal beams 120 and transverse beams 130.

[0033] The bottom support plate 400 can maintain the connection strength at the bottom between the column 110 and the crossbeam 130, and between the column 110 and the longitudinal beam 120, resulting in high structural strength and thus strengthening the overall strength of the wall. Specifically, the bottom support plate 400 is set on the side wall of the column 110, and the bottom support plate 400 is fixedly connected to the longitudinal beam 120 and the crossbeam 130 respectively.

[0034] Combination Figures 1-4The wall column strengthening truss of this embodiment is used as follows: the column 110 supports the horizontal beam 130 and the longitudinal beam 120 to maintain its own stability. The structure composed of the diagonal brace 101 and the frame has triangular stability and high strength. The inner connecting plate 200 maintains the internal connection strength between the column 110 and the horizontal beam 130, and between the column 110 and the longitudinal beam 120. The outer cladding plate 300 connects the column 110, the longitudinal beam 120 and the horizontal beam 130 externally, which has strong integrity. The use of multiple screws makes it difficult to fall off. The bottom support plate 400 can maintain the bottom connection strength between the column 110 and the horizontal beam 130, and between the column 110 and the longitudinal beam 120. The structure has high strength, thus strengthening the overall strength of the wall.

[0035] Although the present invention has been described above with reference to embodiments, various modifications can be made and components can be replaced with equivalents without departing from the scope of the present invention. In particular, as long as there is no structural conflict, the features in the embodiments disclosed in this invention can be combined with each other in any way. The lack of an exhaustive description of these combinations in this specification is merely for the sake of brevity and resource conservation. Therefore, the present invention is not limited to the specific embodiments disclosed herein, but includes all technical solutions falling within the scope of the claims.

Claims

1. A wall column reinforcing truss, characterized in that, include: A frame assembly (100) includes a column (110), a longitudinal beam (120) and a cross beam (130) disposed on the top of the column (110); An inner connecting plate (200) is provided on the top of the column (110), and the inner connecting plate (200) is fixedly connected to the longitudinal beam (120) and the transverse beam (130) respectively; An outer cladding panel (300) covers the outside of the column (110), the longitudinal beam (120), and the transverse beam (130); A bottom support plate (400) is provided on the side wall of the column (110) and is fixedly connected to the longitudinal beam (120) and the transverse beam (130) respectively.

2. A wall column reinforcing truss according to claim 1, characterized in that, The column (110), longitudinal beam (120) and transverse beam (130) each include two frames and diagonal braces (101) set inside the frames.

3. A wall column reinforcing truss according to claim 2, characterized in that, The number of columns (110) is 6, the number of longitudinal beams (120) is 2, and the number of transverse beams (130) is 2.

4. A wall column reinforcing truss according to claim 3, characterized in that, The diagonal brace (101) is provided with a fixing screw (102) on its side wall, and the fixing screw (102) is fixedly connected to the side wall of the frame.

5. A wall column reinforcing truss according to claim 4, characterized in that, The inner connecting plate (200) and the bottom support plate (400) are L-shaped plates, and fastening bolts are provided on the side walls of the inner connecting plate (200) and the bottom support plate (400).

6. A wall column reinforcing truss according to claim 5, characterized in that, The outer panel (300) has 16 screws on its side wall, which are respectively fixedly connected to the inner connecting plate (200) and the longitudinal beam (120) and the transverse beam (130).

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