A modular self-locking slope reinforcement system

Abstract

This application discloses a modular self-locking slope reinforcement system, belonging to the field of slope reinforcement. It includes a slope body with two symmetrically symmetrical slots on its inner wall, each slot housing a prefabricated side plate. A reinforcing mesh is installed on the outer wall of the slope body, with a bent portion on one side of the top of the mesh. A locking component for positioning the reinforcing mesh is installed on the inner wall of the slope body, and a pre-positioning component is installed on the top of the slope body. A concrete surface layer is poured onto the outer surface of the slope body. By inserting the bottom of a fixing rod and a positioning plate into the insertion hole, and simultaneously pouring concrete into the insertion hole, the bottom of the fixing rod and the positioning plate are positioned, ensuring they do not easily detach. This further ensures the stability of the reinforcing mesh when installed on the outer wall of the slope body and provides support for the mesh, ensuring a certain distance between the mesh and the outer surface of the slope body, and ensuring the mesh is centered after the concrete surface layer is poured.

Description

Technical Field

[0001] This application relates to the field of slope reinforcement technology, and in particular to a modular self-locking slope reinforcement system. Background Technology

[0002] Slope reinforcement technology is an important branch of civil engineering, especially in emergency rescue projects, where a fast and stable reinforcement solution is crucial.

[0003] In existing technologies, slope reinforcement typically involves pre-embedding steel mesh within concrete. However, existing slope reinforcement methods cannot accurately position the steel mesh, which leads to it adhering to the original slope foundation during pouring, affecting the bonding effect. Furthermore, the thrust and impact forces of the concrete during pouring can easily cause the steel mesh to shift. Therefore, this application proposes a modular self-locking slope reinforcement system. Utility Model Content

[0004] In view of the shortcomings of the prior art, this utility model provides a modular self-locking slope reinforcement system, which overcomes the shortcomings of the prior art and aims to solve the problems in the background art.

[0005] To achieve the above objectives, this application adopts the following technical solution: a modular self-locking slope reinforcement system, comprising a slope body, wherein two slots are symmetrically opened on the inner wall of the slope body, and prefabricated side plates are installed inside the two slots; a steel mesh is installed on the outer wall of the slope body, and a bending part is installed on one side of the top of the steel mesh; a locking component for positioning the steel mesh is installed on the inner wall of the slope body; a pre-positioning component is installed on the top of the slope body; and a concrete surface layer is poured on the outer surface of the slope body.

[0006] In a preferred embodiment, the locking assembly includes a lower positioning plate and an upper fixing plate, which are respectively installed on the upper and lower sides of the steel mesh crossbar. The lower positioning plate and the upper fixing plate are fixedly connected by two bolts. A fixing rod is fixedly connected to the bottom of the lower positioning plate, and a positioning disc is installed on the outer edge of the fixing rod.

[0007] By adopting the above technical solution, the lower positioning plate can be used in conjunction with the upper fixing plate and bolts to position the steel mesh. Then, the fixing rod and positioning plate can be inserted into the insertion hole. After the concrete column is cured, the positioning plate can be installed into the insertion hole, which further ensures the stability of the steel mesh when it is installed on the outer wall of the slope and can also support the steel mesh, ensuring that there is a certain distance between the steel mesh and the outer surface of the slope, and ensuring that the steel mesh is in the center position after the concrete surface layer is poured.

[0008] In a preferred embodiment, the surface of the slope is provided with insertion holes, the bottom end of the fixing rod and the positioning plate are inserted into the inner wall of the insertion holes, and the inner wall of the insertion holes is filled with concrete columns, and the concrete columns are solidified and connected to the fixing rod, the positioning plate and the inner wall of the insertion holes.

[0009] By adopting the above technical solution, the solidification effect of the concrete column can be used to position the fixing rod and the positioning plate, further ensuring the stability of the fixing rod installed inside the insertion hole, and ensuring that the steel mesh will not easily shift its position when the concrete surface is poured.

[0010] In a preferred embodiment, the pre-positioning component includes a lower abutment plate and an upper abutment plate, which are respectively installed on the upper and lower sides of the bending portion. The lower abutment plate and the upper abutment plate are fixedly connected by two bolts. A pin is fixedly connected to the bottom of the lower abutment plate, and the pin is inserted into the inner wall of the slope.

[0011] By adopting the above technical solution, the bending part can be positioned to ensure a stable fit between the bending part and the top of the slope. It can also be used to ensure that the steel mesh is stably laid on the surface of the slope, and to ensure the convenience of subsequent installation of locking components.

[0012] In a preferred embodiment, the outer surface of the concrete surface layer is on the same plane as the two symmetrically arranged precast side panels, and the steel mesh and the bent parts are embedded in the concrete surface layer.

[0013] By adopting the above technical solution, it is possible to ensure that there is no need to support the slope with formwork on both sides when pouring the concrete surface layer, which improves convenience and ease of reinforcement work.

[0014] In a preferred embodiment, the outer surfaces of the steel mesh and the bends are coated with a galvanized layer, and the number of the insertion holes, locking components, and pre-positioning components are all several.

[0015] By adopting the above technical solution, a protective layer can be formed on the surface of the steel mesh and the bends, thereby ensuring that they will not be easily corroded and ensuring the service life.

[0016] The beneficial effects of this application are:

[0017] This modular self-locking slope reinforcement system uses a fixing rod and a positioning plate inserted into a hole. Concrete columns are poured into the hole to position the fixing rod and positioning plate, preventing them from easily detaching. This further ensures the stability of the steel mesh when it is installed on the outer wall of the slope and provides support for the steel mesh. It also ensures a certain distance between the steel mesh and the outer surface of the slope, ensuring that the steel mesh is centered after the concrete surface layer is poured.

[0018] This modular self-locking slope reinforcement system eliminates the need for formwork support on both sides of the slope when pouring concrete, thus improving convenience and ease of reinforcement work. Attached Figure Description

[0019] Figure 1 This is a schematic diagram of the overall structure of this application;

[0020] Figure 2 This is a schematic diagram of the cross-sectional structure of the concrete surface layer in this application;

[0021] Figure 3 This is a schematic diagram of the unfolded structure of this application.

[0022] Figure 4 This is a partially enlarged structural diagram of this application.

[0023] Figure 5 This is a schematic diagram of the locking component structure of this application.

[0024] Numbered in the diagram: 1. Slope; 2. Groove; 3. Precast side panel; 4. Reinforcing mesh; 41. Bending section; 5. Insertion hole; 6. Locking assembly; 61. Lower positioning plate; 62. Upper fixing plate; 63. Bolt 1; 64. Fixing rod; 65. Positioning plate; 66. Concrete column; 7. Lower abutment plate; 8. Upper abutment plate; 9. Bolt 2; 10. Pin; 11. Concrete surface. Detailed Implementation

[0025] The technical solutions in the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments.

[0026] Reference Figure 1-5 A modular self-locking slope reinforcement system includes a slope body 1. The inner wall of the slope body 1 has two symmetrical slots 2, and prefabricated side panels 3 are installed inside the two slots 2. The outer wall of the slope body 1 is equipped with a steel mesh 4. A bending part 41 is installed on one side of the top of the steel mesh 4. A locking component 6 for positioning the steel mesh 4 is installed on the inner wall of the slope body 1. A pre-positioning component is installed on the top of the slope body 1. A concrete surface layer 11 is poured on the outer surface of the slope body 1.

[0027] See Figure 3 and Figure 5The locking component 6 includes a lower positioning plate 61 and an upper fixing plate 62. The lower positioning plate 61 and the upper fixing plate 62 are respectively installed on the upper and lower sides of the crossbar of the steel mesh 4. The lower positioning plate 61 and the upper fixing plate 62 are fixedly connected by two bolts 63. A fixing rod 64 is fixedly connected to the bottom of the lower positioning plate 61. A positioning plate 65 is installed on the outer edge of the fixing rod 64, so that the steel mesh 4 can be positioned by using the lower positioning plate 61 in conjunction with the upper fixing plate 62 and the bolts 63. Then, the fixing rod 64 and the positioning plate 65 can be inserted into the interior of the insertion hole 5. After the concrete column 66 is cured, the positioning plate 65 can be installed into the interior of the insertion hole 5, further ensuring the stability of the steel mesh 4 when it is installed on the outer wall of the slope 1, and providing support for the steel mesh 4. This ensures that there is a certain distance between the steel mesh 4 and the outer surface of the slope 1, and ensures that the steel mesh 4 is in the center position after the concrete surface layer 11 is poured.

[0028] See Figure 3 and Figure 5 The surface of the slope 1 is provided with insertion holes 5. The bottom end of the fixing rod 64 and the positioning plate 65 are inserted into the inner wall of the insertion hole 5. The inner wall of the insertion hole 5 is filled with concrete columns 66, and the concrete columns 66 are solidified and connected with the fixing rod 64, the positioning plate 65 and the inner wall of the insertion hole 5. This allows the fixing rod 64 and the positioning plate 65 to be positioned by the solidification effect of the concrete columns 66, further ensuring the stability of the fixing rod 64 installed inside the insertion hole 5, and ensuring that the steel mesh 4 will not easily shift its position when the concrete surface layer 11 is poured.

[0029] See Figure 4 The pre-positioning component includes a lower abutment plate 7 and an upper abutment plate 8, which are respectively installed on the upper and lower sides of the bending part 41. The lower abutment plate 7 and the upper abutment plate 8 are fixedly connected by bolts 2 and 9. A pin 10 is fixedly connected to the bottom of the lower abutment plate 7. The pin 10 is inserted into the inner wall of the slope 1, so that the bending part 41 can be positioned to ensure that the bending part 41 is stably attached to the top of the slope 1. It can also be used to ensure that the steel mesh 4 is stably laid on the surface of the slope 1, and to ensure the convenience of subsequent installation of the locking component 6.

[0030] See Figure 1 - Figure 3 The outer surface of the concrete surface layer 11 is on the same plane as the two symmetrically arranged precast side plates 3, and the steel mesh 4 and the bent part 41 are both embedded in the concrete surface layer 11. This ensures that no formwork support is required on both sides of the slope 1 when pouring the concrete surface layer 11, which improves convenience and ease of reinforcement work.

[0031] See Figure 1 - Figure 5The outer surfaces of the steel mesh 4 and the bending part 41 are coated with a galvanized layer, and the number of the insertion holes 5, locking components 6 and pre-positioning components are all several, so that a protective layer can be formed on the surface of the steel mesh 4 and the bending part 41, thereby ensuring that they will not be easily corroded and ensuring the service life.

[0032] Working principle:

[0033] First, the two prefabricated side plates 3 can be inserted into the inner walls of the two slots 2. Then, the steel mesh 4 can be laid onto the surface of the slope 1. At the same time, the lower abutment plate 7 and the upper abutment plate 8 can be installed on the upper and lower sides of the bending part 41 respectively. Simultaneously, the lower abutment plate 7 and the upper abutment plate 8 can be fixedly connected using bolts 2 9. Then, the pin 10 can be inserted into the inner wall of the slope 1 to position the bending part 41, and the steel mesh 4 can be stably laid onto the outer surface of the slope 1. At the same time, the bottom of the fixing rod 64 and the positioning plate 65 can be inserted into the inside of the insertion hole 5. Then, the lower positioning plate 61 and the upper fixing plate 62 can be installed. The steel mesh 4 is installed on the outside of the crossbars and locked with bolts 63. At the same time, concrete columns 66 are poured into the inside of the insertion holes 5 to position the bottom of the fixing rod 64 and the positioning plate 65, ensuring that they will not easily detach. This further ensures the stability of the steel mesh 4 when it is installed on the outer wall of the slope 1 and can support the steel mesh 4, ensuring that there is a certain distance between the steel mesh 4 and the outer surface of the slope 1. This ensures that the steel mesh 4 is in the center position after the concrete surface layer 11 is poured. Then, the concrete surface layer 11 can be laid on the outside of the slope 1 to cover the steel mesh 4.

[0034] In the description of this utility model, it should be noted that the terms "upper," "lower," "inner," "outer," "front end," "rear end," "both ends," "one end," and "the other end," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model. Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0035] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installed," "equipped with," "connected," etc., should be interpreted broadly. For example, "connection" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium; it can be a connection within two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0036] The present invention has been described above with reference to specific embodiments. However, those skilled in the art should understand that these descriptions are exemplary and not intended to limit the scope of protection of the present invention. Those skilled in the art can make various modifications and variations to the present invention based on its spirit and principles, and these modifications and variations are also within the scope of the present invention.

Claims

1. A modular self-locking slope reinforcement system comprising a slope body (1), characterized in that, The inner wall of the slope (1) has two symmetrical slots (2), and prefabricated side panels (3) are installed inside the two slots (2). The outer wall of the slope (1) is equipped with a steel mesh (4), and a bending part (41) is installed on one side of the top of the steel mesh (4). The inner wall of the slope (1) is equipped with a locking component (6) for positioning the steel mesh (4). The top of the slope (1) is equipped with a pre-positioning component. The outer surface of the slope (1) is covered with a concrete surface layer (11).

2. A modular self-locking slope reinforcement system according to claim 1, characterized in that, The locking assembly (6) includes a lower positioning plate (61) and an upper fixing plate (62). The lower positioning plate (61) and the upper fixing plate (62) are respectively installed on the upper and lower sides of the crossbar of the steel mesh (4). The lower positioning plate (61) and the upper fixing plate (62) are fixedly connected by two bolts (63). A fixing rod (64) is fixedly connected to the bottom of the lower positioning plate (61). A positioning plate (65) is installed on the outer edge of the fixing rod (64).

3. A modular self-locking slope reinforcement system according to claim 2, characterized in that, The surface of the slope (1) is provided with an insertion hole (5). The bottom end of the fixing rod (64) and the positioning plate (65) are inserted into the inner wall of the insertion hole (5). The inner wall of the insertion hole (5) is filled with a concrete column (66), and the concrete column (66) is solidified and connected to the fixing rod (64), the positioning plate (65) and the inner wall of the insertion hole (5).

4. The modular, self-locking slope reinforcement system of claim 1, wherein, The pre-positioning component includes a lower abutment plate (7) and an upper abutment plate (8). The lower abutment plate (7) and the upper abutment plate (8) are respectively installed on the upper and lower sides of the bending part (41). The lower abutment plate (7) and the upper abutment plate (8) are fixedly connected by bolts (9). A pin (10) is fixedly connected to the bottom of the lower abutment plate (7). The pin (10) is inserted into the inner wall of the slope (1).

5. The modular, self-locking slope reinforcement system of claim 1, wherein, The outer surface of the concrete surface layer (11) is on the same plane as the two symmetrically arranged precast side plates (3), and the steel mesh (4) and the bent part (41) are both embedded in the concrete surface layer (11).

6. A modular self-locking slope reinforcement system according to claim 1, characterized in that, The outer surfaces of the steel mesh (4) and the bent portion (41) are coated with a galvanized layer, and the number of the insertion hole (5), locking component (6) and pre-positioning component are all several.

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