Engineering foundation soil slope reinforcing structure

Abstract

The utility model discloses an engineering foundation soil slope reinforcing structure which comprises two transverse shells and two longitudinal shells. The grid piece is arranged between the two transverse shells, connecting pieces are arranged on the two sides of the top of each transverse shell, groove pieces are arranged on the two sides of the top of each longitudinal shell, and each connecting piece comprises a stand column, a positioning block and a rotating block. The longitudinal shells are arranged on one side between the two transverse shells from top to bottom, so that the stand columns penetrate through the inner cavities of the through holes, finally, the positioning blocks can be pushed to enter the inner cavities of the positioning grooves by rotating the rotating blocks, other positions are installed in this way, and the two transverse shells and the two longitudinal shells can be installed in a square combined mode. According to the utility model, the transportation cost and difficulty can be obviously reduced by decomposing the components with proper sizes, and when a certain component is damaged or needs to be maintained, the component can be independently disassembled and replaced without being integrally replaced, so that the maintenance cost and difficulty are reduced, and the working efficiency is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of engineering foundation soil slope, in particular to an engineering foundation soil slope reinforcement structure. Background Art

[0002] Engineering foundation soil slope is an important concept in soil mechanics and geotechnical engineering. It refers to the soil slope formed within the foundation of a building or structure due to terrain undulations or design requirements. These soil slopes require special attention during the design and construction process to ensure their stability and safety. When the stability of the soil slope is insufficient, reinforcement measures need to be taken to improve its stability. Reinforcement measures may include the installation of retaining walls, slope protection, anchor rods, grouting and other measures.

[0003] Guard net reinforcement is also one of the soil slope reinforcement measures. Guard nets are used to reinforce the soil slope of the engineering foundation. Usually, the outer frame of the guard net is an integrated structure. Since the outer frame of the integrated structure is large in size and heavy in weight, it increases the difficulty of transportation and installation. In addition, if a part of the outer frame is damaged, due to the integrity of the structure, it may need to be repaired or replaced as a whole, which increases the complexity and cost of maintenance. For this reason, a soil slope reinforcement structure for the engineering foundation is proposed. Utility Model Content

[0004] Based on this, it is necessary to provide an engineering foundation slope reinforcement structure to address the above technical problems, in which the external frame can be assembled to facilitate installation and subsequent maintenance.

[0005] In order to solve the above technical problems, the utility model solves the problems raised in the above background technology through the following technical solutions.

[0006] In order to achieve the above purpose, the utility model adopts the following technical solutions:

[0007] An engineering foundation slope reinforcement structure, comprising:

[0008] A transverse shell and a longitudinal shell, wherein the number of the transverse shell and the number of the longitudinal shell are both two;

[0009] A grid member is arranged between two transverse shells, connecting members are arranged on both sides of the top of the transverse shell, and groove members are arranged on both sides of the top of the longitudinal shell, and the connecting members include a column, a positioning block and a rotating block.

[0010] As a preferred implementation of the engineering foundation slope reinforcement structure provided by the utility model, the middle part of the top of the transverse shell is convex, and the two transverse shells and the two longitudinal shells are installed in a square combination.

[0011] As a preferred embodiment of the engineering foundation slope reinforcement structure provided by the utility model, the grid member includes a mounting bar placed in the inner cavity of the transverse shell, a protective net is installed between two of the mounting bars, and mounting holes are opened on both sides of the top of the mounting bar.

[0012] As a preferred implementation of the engineering foundation slope reinforcement structure provided by the utility model, the columns are fixedly connected to both sides of the top of the transverse shell, and the top of the columns is fixedly connected with a stopper.

[0013] As a preferred embodiment of the engineering foundation slope reinforcement structure provided by the utility model, the positioning block is movably sleeved on the bottom of the column surface, the top of the column surface is externally provided with threads, and the surface of the column is threadedly connected to the rotating block.

[0014] As a preferred implementation of the engineering foundation slope reinforcement structure provided by the utility model, the rotating block is located above the positioning block, and there is a certain friction force between the surface of the column and the positioning block, and the friction force is greater than the gravity of the positioning block itself.

[0015] As a preferred embodiment of the engineering foundation slope reinforcement structure provided by the utility model, the groove member includes through holes opened on both sides of the top of the longitudinal shell, the inner wall surface of the through hole is arc-shaped, and the inner cavity of the through hole can be used for the positioning block and the rotating block to pass through.

[0016] As a preferred implementation of the engineering foundation slope reinforcement structure provided by the utility model, positioning grooves are provided on both sides of the top of the through hole, and the inner cavity of the positioning groove is adapted to one end of the positioning block.

[0017] As a preferred embodiment of the engineering foundation slope reinforcement structure provided by the utility model, the inner cavity of the transverse shell is provided with a mounting member, and the mounting member includes a movable rod movably passing through the top of the transverse shell, the bottom end of the movable rod is fixedly connected to a transverse rod, and both sides of the bottom of the transverse rod are fixedly connected with mounting columns, and the bottom ends of the mounting columns pass through the inner cavity of the mounting hole.

[0018] As a preferred embodiment of the engineering foundation slope reinforcement structure provided by the utility model, the top end of the movable rod is fixedly connected with a pull block, the surface of the movable rod is sleeved with a spring, and the two ends of the spring are respectively fixedly connected between the inner wall surface of the transverse shell and the transverse rod.

[0019] Compared with the prior art, the utility model has the following beneficial effects:

[0020] 1. The utility model provides an engineering foundation soil slope reinforcement structure, in which a longitudinal shell is placed from top to bottom on one side between two transverse shells, so that the column passes through the inner cavity of the through hole, and then the positioning block is rotated to a position opposite to the positioning groove, and finally the rotating block is rotated to push the positioning block into the inner cavity of the positioning groove, and other positions are installed separately in this way, so that the two transverse shells and the two longitudinal shells can be installed in a square combination, and the assemblable outer frame is usually composed of a plurality of smaller components, which are relatively small in size and weight and easy to transport. By decomposing them into components of suitable size, the transportation cost and difficulty can be significantly reduced, and if a component is damaged or needs to be repaired, the component can be disassembled and replaced separately without replacing the entire component, thereby reducing the maintenance cost and difficulty and improving work efficiency.

[0021] 2. The utility model provides a soil slope reinforcement structure for engineering foundations, which can pull the pull block upward to drive the installation column to disengage from the inner cavity of the installation hole and unlock the installation bar. At this time, the installation bar and the protective net can be disassembled and taken out. When the protective net may be damaged due to natural wear, corrosion or external impact, replacing the protective net can ensure the protective effect of the protective net, thereby improving the safety of the project. The installation bar and the protective net can be replaced separately, which can reduce the maintenance construction time and provide convenience for maintenance work. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.

[0023] Figure 1 Provides an overall three-dimensional structural schematic diagram for the utility model;

[0024] Figure 2 A schematic diagram of the split three-dimensional structure of the transverse shell is provided for the utility model;

[0025] Figure 3 A schematic diagram of the overall split three-dimensional structure provided by the utility model;

[0026] Figure 4 Provided for the utility model Figure 1 A magnified view of point A;

[0027] Figure 5 Provided for the utility model Figure 3 Enlarged view of point B in the middle;

[0028] Figure 6 The utility model provides a three-dimensional structural schematic diagram of a transverse shell.

[0029] The markings in the figure are as follows:

[0030] 1. Transverse shell; 2. Longitudinal shell; 3. Grid member; 31. Mounting strip; 32. Protective net; 33. Mounting hole; 4. Connector; 41. Column; 42. Stop block; 43. Positioning block; 44. Rotating block; 5. Groove member; 51. Through hole; 52. Positioning groove; 6. Mounting member; 61. Movable rod; 62. Transverse rod; 63. Mounting column; 64. Pull block; 65. Spring. DETAILED DESCRIPTION

[0031] In order to enable those skilled in the art to better understand the solution of the utility model, the technical solution in the embodiment of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiment of the utility model. Obviously, the described embodiment is only a part of the embodiment of the utility model, not all of the embodiments. Based on the embodiment of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work should fall within the scope of protection of the utility model.

[0032] Example 1

[0033] Please refer to Figure 1 , Figure 2 , Figure 3 , Figure 4 , Figure 5 and Figure 6 A soil slope reinforcement structure for an engineering foundation comprises a transverse shell 1 and a longitudinal shell 2, wherein the number of the transverse shell 1 and the number of the longitudinal shell 2 are both two; a grid member 3, wherein the grid member 3 is arranged between the two transverse shells 1, connecting members 4 are arranged on both sides of the top of the transverse shell 1, groove members 5 are arranged on both sides of the top of the longitudinal shell 2, the middle part of the top of the transverse shell 1 is convex, and the two transverse shells 1 and the two longitudinal shells 2 are installed in a square combination.

[0034] In the embodiment of the present application, the connecting member 4 includes a column 41, a positioning block 43 and a rotating block 44. The column 41 is fixedly connected to both sides of the top of the transverse shell 1. The top of the column 41 is fixedly connected with a stopper 42. The stopper 42 can play a blocking role to prevent the rotating block 44 from moving excessively and detaching from the column 41. The positioning block 43 is movably sleeved on the bottom of the surface of the column 41. The top of the surface of the column 41 is provided with a thread. The surface of the column 41 is threadedly connected to the rotating block 44. The rotating block 44 is located above the positioning block 43. There is a certain friction force between the surface of the column 41 and the positioning block 43. The friction force is greater than the gravity of the positioning block 43 itself, which pushes the positioning block 43 to move on the surface of the column 41. Under the action of the friction force, when the pushing stops, the positioning block 43 can be fixed on the surface of the column 41 to prevent the positioning block 43 from falling under the action of gravity when the thrust is lost.

[0035] In an embodiment of the present application, the groove member 5 includes through holes 51 opened on both sides of the top of the longitudinal shell 2, the inner wall surface of the through hole 51 is arc-shaped, the inner cavity of the through hole 51 can allow the positioning block 43 and the rotating block 44 to pass through, and positioning grooves 52 are opened on both sides of the top of the through hole 51, and the inner cavity of the positioning groove 52 is adapted to one end of the positioning block 43.

[0036] In the embodiment of the present application, the grid member 3 includes a mounting bar 31 placed in the inner cavity of the transverse shell 1, a protective net 32 ​​is installed between the two mounting bars 31, mounting holes 33 are opened on both sides of the top of the mounting bar 31, and the inner cavity of the transverse shell 1 is provided with a mounting member 6, and the mounting member 6 includes a movable rod 61 that movably passes through the top of the transverse shell 1, and the bottom end of the movable rod 61 is fixedly connected to a cross bar 62, and both sides of the bottom of the cross bar 62 are fixedly connected to mounting columns 63, and the bottom end of the mounting column 63 passes through the inner cavity of the mounting hole 33, and the movable rod 61 is fixedly connected to the bottom end of the cross bar 62. A pull block 64 is fixedly connected to the top of the rod 61, and a spring 65 is sleeved on the surface of the movable rod 61. The two ends of the spring 65 are respectively fixedly connected between the inner wall surface of the transverse shell 1 and the transverse rod 62. Under the action of the spring 65, the mounting column 63 can be stably located in the inner cavity of the mounting hole 33, ensuring the stability of the mounting bar 31 and the protective net 32 ​​after installation. The mounting column 63 is pulled out of the inner cavity of the mounting hole 33, so that the mounting bar 31 and the protective net 32 ​​can be disassembled. The operation is simple and convenient, and it is convenient for later maintenance and replacement.

[0037] The use process of the engineering foundation slope reinforcement structure provided by the utility model is as follows: first, the installation strip 31 is placed in the inner cavity of the transverse shell 1, so that the installation column 63 is inserted into the inner cavity of the installation hole 33, the installation strip 31 is positioned, and then the two transverse shells 1 are placed at the desired installation position, so that the distance between the two transverse shells 1 is adapted to the longitudinal shell 2, the positioning block 43 is pushed upward from the surface of the column 41 by a certain distance, and the positioning block 43 is rotated to the same direction as the through hole 51, and finally the longitudinal shell 2 is placed from top to bottom on the two transverse shells. On one side between the shells 1, the column 41 passes through the inner cavity of the through hole 51, and the positioning block 43 is located above the longitudinal shell 2. The positioning block 43 is rotated to a position opposite to the positioning groove 52, and the rotating block 44 is rotated. The rotating block 44 rotates and moves downward under the action of the thread. The rotating block 44 pushes the positioning block 43 to move downward into the inner cavity of the positioning groove 52, and the connection between the transverse shell 1 and the longitudinal shell 2 can be positioned. In this way, the other three connections are positioned respectively, and the two transverse shells 1 and the two longitudinal shells 2 can be combined and installed.

[0038] In the present invention, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", "fixed" and the like should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral one; it can be a mechanical connection, an electrical connection, or communication with each other; it can be a direct connection, or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements, unless otherwise clearly defined. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0039] Obviously, the embodiments described above are only some embodiments of the utility model, rather than all embodiments. The preferred embodiments of the utility model are given in the accompanying drawings, but they do not limit the patent scope of the utility model. The utility model can be implemented in many different forms. On the contrary, the purpose of providing these embodiments is to make the understanding of the disclosure of the utility model more thorough and comprehensive. Although the utility model is described in detail with reference to the aforementioned embodiments, for those skilled in the art, it is still possible to modify the technical solutions recorded in the aforementioned specific implementation methods, or to replace some of the technical features therein with equivalents. Any equivalent structure made using the contents of the utility model specification and the accompanying drawings, directly or indirectly used in other related technical fields, is also within the scope of patent protection of the utility model.

Claims

1. An engineering foundation slope reinforcement structure, characterized in that: It includes: A transverse shell (1) and a longitudinal shell (2), wherein the number of the transverse shell (1) and the number of the longitudinal shell (2) are both two; A grid member (3), the grid member (3) being arranged between two transverse shells (1), connecting members (4) being arranged on both sides of the top of the transverse shell (1), groove members (5) being arranged on both sides of the top of the longitudinal shell (2), the connecting member (4) comprising a column (41), a positioning block (43) and a rotating block (44).

2. The engineering foundation slope reinforcement structure according to claim 1, characterized in that: The middle part of the top of the transverse shell (1) is convex, and the two transverse shells (1) and the two longitudinal shells (2) are assembled and installed in a square shape.

3. The engineering foundation slope reinforcement structure according to claim 1, characterized in that: The grid member (3) comprises a mounting bar (31) placed in the inner cavity of the transverse shell (1), a protective net (32) is installed between two mounting bars (31), and mounting holes (33) are provided on both sides of the top of the mounting bar (31).

4. The engineering foundation slope reinforcement structure according to claim 1, characterized in that: The upright posts (41) are fixedly connected to two sides of the top of the transverse shell (1), and a stopper (42) is fixedly connected to the top of the upright posts (41).

5. The engineering foundation slope reinforcement structure according to claim 1, characterized in that: The positioning block (43) is movably sleeved on the bottom of the surface of the column (41); the top of the surface of the column (41) is provided with a thread; the surface of the column (41) is threadedly connected to the rotating block (44).

6. The engineering foundation slope reinforcement structure according to claim 1, characterized in that: The rotating block (44) is located above the positioning block (43), and there is a certain friction force between the surface of the column (41) and the positioning block (43), and the friction force is greater than the gravity of the positioning block (43) itself.

7. The engineering foundation slope reinforcement structure according to claim 1, characterized in that: The groove member (5) comprises through holes (51) opened on both sides of the top of the longitudinal shell (2); the inner wall surface of the through hole (51) is arranged in an arc shape; the inner cavity of the through hole (51) allows the positioning block (43) and the rotating block (44) to pass through.

8. The engineering foundation slope reinforcement structure according to claim 7, characterized in that: Positioning grooves (52) are provided on both sides of the top of the through hole (51), and the inner cavity of the positioning groove (52) is adapted to one end of the positioning block (43).

9. The engineering foundation slope reinforcement structure according to claim 1, characterized in that: The inner cavity of the transverse shell (1) is provided with a mounting member (6), and the mounting member (6) comprises a movable rod (61) movably extending through the top of the transverse shell (1), the bottom end of the movable rod (61) is fixedly connected to a transverse rod (62), and both sides of the bottom of the transverse rod (62) are fixedly connected to mounting columns (63), and the bottom ends of the mounting columns (63) extend through the inner cavity of the mounting hole (33).

10. The engineering foundation slope reinforcement structure according to claim 9, characterized in that: A pull block (64) is fixedly connected to the top end of the movable rod (61), a spring (65) is sleeved on the surface of the movable rod (61), and two ends of the spring (65) are respectively fixedly connected between the inner wall surface of the transverse shell (1) and the transverse rod (62).

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