Inclined pile self-balancing retaining wall for ground disaster control

Abstract

The utility model discloses an inclined pile self-balancing retaining wall for ground disaster control, which belongs to the technical field of slope greening and comprises a plurality of inclined columns and a slope soil layer, a retaining plate is arranged between every two inclined columns, a first drainage pipe and a second drainage pipe are mounted on the retaining plate from top to bottom in a penetrating manner, and the inclined columns are arranged on the first drainage pipe and the second drainage pipe. Filtering particles are installed in the first drainage pipe and the second drainage pipe, a first steel wire mesh is arranged on one side of the filtering particles, and a connecting mechanism is arranged between every two inclined columns. Through the arrangement of the first drainage pipe, the second drainage pipe, the filtering particles and the first steel wire mesh, accumulated water between a side slope and the soil retaining plate can be rapidly drained during use, the problem that the side slope is soaked by the accumulated water can be avoided, through the arrangement of the connecting mechanism, the connecting strength among the inclined columns can be enhanced during use, and the service life of the inclined columns is prolonged. And the overall supporting strength is improved.

Description

Technical Field

[0001] The utility model relates to a retaining wall, in particular to an inclined pile self-balancing retaining wall used for geological disaster management, and belongs to the technical field of slope greening. Background Art

[0002] The slope refers to the slope surface with a certain slope made on both sides of the roadbed to ensure the stability of the roadbed. In order to prevent the soil deformation of the slope, a retaining wall is generally built to protect the slope. A self-balancing retaining wall with inclined piles for disaster control is disclosed in the application with application number CN202121235887.4, which includes inclined piles and a soil layer at the bottom of the slope. There are multiple inclined piles, and a retaining plate is arranged between every two inclined piles. A corbel is arranged on the upper part of the inclined pile, and a top beam is arranged on the top of the corbel. A gravity retaining wall is arranged on the top of the top beam, and a slope top is arranged on the top of the gravity retaining wall. The bottom ends of multiple inclined piles are fixedly connected to a base plate. The beneficial effect is that the inclined pile self-balancing retaining wall for geological disaster control is provided with a base plate, a fixed plate, a movable hole, a clamping hole and a fixing bolt, and the fixing bolt is inserted into the movable hole and the clamping hole to fix the fixed plate and the base plate, so that the fixed plate fixes multiple inclined piles, which greatly improves the stability of the inclined piles, improves safety, and has a simple structure and convenient construction. However, the above application cannot timely discharge the accumulated water between the retaining plate and the slope when in use, which will cause the slope to be soaked by the accumulated water.

[0003] Aiming at the problem that the above-mentioned application cannot discharge the accumulated water between the retaining plate and the slope in time during use, which may cause the slope to be soaked by the accumulated water, the utility model proposes a new solution. Utility Model Content

[0004] The main purpose of the utility model is to solve the deficiencies of the prior art and provide an inclined pile self-balancing retaining wall for geological disaster control.

[0005] The purpose of the utility model can be achieved by adopting the following technical solutions:

[0006] A self-balancing retaining wall with inclined piles for geological disaster management comprises inclined columns and sloping soil layers, wherein the number of the inclined columns is multiple, a retaining plate is arranged between every two of the inclined columns, a corbel is arranged on the upper part of the inclined column, a top beam is arranged on the top of the corbel, a gravity retaining wall is arranged on the top of the top beam, a slope top is arranged on the top of the gravity retaining wall, the bottom ends of the multiple inclined columns are fixedly connected to a base plate, the tops of the multiple base plates are overlapped with the same fixed plate, the fixed plate and the base plate are connected to each other by fixing bolts, a first drain pipe and a second drain pipe are installed on the retaining plate through the inclined columns from top to bottom, filter particles are installed inside the first drain pipe and the second drain pipe, a first steel wire mesh is arranged on one side of the filter particles, and a connecting mechanism is arranged between every two of the inclined columns.

[0007] Furthermore, the first drain pipe and the second drain pipe both include a pipe body.

[0008] Furthermore, a conical head is fixedly mounted on one end of the tube body.

[0009] Furthermore, the tube body is provided with a plurality of evenly distributed water inlet holes, and a second steel wire mesh is installed inside the water inlet holes.

[0010] Furthermore, two grooves are symmetrically formed on the inner side of the other end of the tube body.

[0011] Furthermore, a thread is provided on the outer side of the other end of the tube body, and a screw hole cooperating with the thread is provided on the retaining plate.

[0012] Furthermore, the connecting mechanism includes a first mounting seat and a fixing bolt.

[0013] Furthermore, a connecting pipe is installed on the inner side of the first mounting seat and the fixing bolt.

[0014] Furthermore, a second mounting seat that cooperates with the connecting pipe is threadedly connected to the first mounting seat and the fixing bolt.

[0015] Furthermore, the first mounting seat and the fixing bolt are both fixedly mounted on the inclined column.

[0016] Beneficial technical effects of the utility model: According to the inclined pile self-balancing retaining wall for geological disaster control of the utility model, through the arrangement of the first drain pipe, the second drain pipe, the filtering particles and the first wire mesh, the accumulated water between the slope and the retaining plate can be quickly discharged during use, and the problem of accumulated water soaking the slope can be avoided. Through the arrangement of the connecting mechanism, the connection strength between multiple inclined columns can be enhanced during use, thereby improving the overall supporting strength. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a schematic diagram of the overall structure of a preferred embodiment provided by the utility model;

[0018] Figure 2 A three-dimensional diagram of a preferred embodiment provided according to the utility model;

[0019] Figure 3 This is a schematic diagram of the connecting pipe structure according to a preferred embodiment of the utility model;

[0020] Figure 4 A schematic diagram of a tube structure according to a preferred embodiment of the utility model;

[0021] Figure 5 A schematic diagram of an inclined column structure according to a preferred embodiment of the utility model;

[0022] Figure 6 According to a preferred embodiment of the present invention Figure 4 A magnified view of the structure at A.

[0023] In the figure: 1. inclined column; 2. retaining plate; 3. corbel; 4. top beam; 5. gravity retaining wall; 6. slope top; 7. base plate; 8. slope soil layer; 9. fixing bolt; 10. fixing plate; 11. connecting mechanism; 12. first drainage pipe; 13. second drainage pipe; 14. filtering particles; 15. first steel wire mesh; 111. first mounting seat; 112. connecting pipe; 113. second mounting seat; 114. fixing bolt; 121. pipe body; 122. conical head; 123. water inlet hole; 124. second steel wire mesh; 125. groove; 126. thread. DETAILED DESCRIPTION

[0024] In order to make the technical solution of the present invention more clear and specific to those skilled in the art, the present invention is further described in detail below in conjunction with embodiments and drawings, but the implementation methods of the present invention are not limited thereto.

[0025] like Figure 1-Figure 6As shown, the inclined pile self-balancing retaining wall for geological disaster control provided by the present embodiment includes an inclined column 1 and a slope soil layer 8. The number of the inclined columns 1 is multiple, and a retaining plate 2 is arranged between every two inclined columns 1. A corbel 3 is arranged on the upper part of the inclined column 1, and a top beam 4 is arranged on the top of the corbel 3. A gravity retaining wall 5 is arranged on the top of the top beam 4, and a slope top 6 is arranged on the top of the gravity retaining wall 5. The bottom ends of the multiple inclined columns 1 are fixedly connected with a base plate 7, and the tops of the multiple base plates 7 are overlapped with the same fixed plate 10. The fixed plate 10 and the base plate 7 are connected to each other by fixing bolts 9. A first drain pipe 12 and a second drain pipe 13 are installed on the retaining plate 2 from top to bottom through the inclined columns 1, and filter particles 14 are installed inside the first drain pipe 12 and the second drain pipe 13. A first steel wire mesh 15 is arranged on one side of the filter particles 14, and a connecting mechanism 11 is arranged between every two inclined columns 1. By setting the first drain pipe 12, the second drain pipe 13, the filter particles 14 and the first wire mesh 15, the accumulated water between the slope and the retaining plate 2 can be quickly discharged during use, which can avoid the problem of accumulated water soaking the slope. By setting the connecting mechanism 11, the connection strength between the multiple inclined columns 1 can be enhanced during use, and the overall supporting strength can be improved. The filter particles 14 are one or more of sand, gravel, charcoal and diatomaceous earth.

[0026] The first drain pipe 12 and the second drain pipe 13 both include a pipe body 121, one end of which is fixedly provided with a conical head 122, a plurality of evenly distributed water inlet holes 123 are provided on the pipe body 121, a second steel wire mesh 124 is installed inside the water inlet holes 123, two grooves 125 are symmetrically provided on the inner side of the other end of the pipe body 121, a thread 126 is provided on the outer side of the other end of the pipe body 121, a screw hole matching with the thread 126 is provided on the retaining plate 2, and when in use, the conical head is used to connect the pipe body 121 to the water inlet hole 123. The setting of 122 can facilitate the insertion of the pipe body 121 into the slope. The setting of the water inlet hole 123 and the second steel wire mesh 124 can facilitate the entry of accumulated water into the pipe body 121. At the same time, the second steel wire mesh 124 can also prevent the first steel wire mesh 15 inside the pipe body 121 from leaking. The setting of the groove 125 can facilitate the rotation of the pipe body 121 by a straight-shaped tool. The setting of the thread 126 can facilitate the installation of the pipe body 121 in conjunction with the screw hole on the retaining plate 2.

[0027] The connection mechanism 11 includes a first mounting seat 111 and a fixing bolt 114. A connecting pipe 112 is installed on the inner side of the first mounting seat 111 and the fixing bolt 114. A second mounting seat 113 that cooperates with the connecting pipe 112 is threadedly connected to the first mounting seat 111 and the fixing bolt 114. The first mounting seat 111 and the fixing bolt 114 are fixedly installed on the inclined column 1. When in use, the connecting pipe 112 is inserted between the first mounting seat 111 and the fixing bolt 114, and then the connecting pipe 112 is fixed by the second mounting seat 113, thereby improving the connection strength between two adjacent inclined columns 1.

[0028] In this embodiment, if Figure 1-Figure 6 As shown, the working process of the inclined pile self-balancing retaining wall for geological disaster control provided by this embodiment is as follows:

[0029] When in use, water entering the first drain pipe 12 and the second drain pipe 13 will be filtered by the filter particles 14 before being discharged. The setting of the first steel wire mesh 15 can prevent the filter particles 14 from leaking out of the first drain pipe 12 or the second drain pipe 13. When in use, multiple inclined columns 1 can be connected by the connecting mechanism 11, thereby improving the overall strength.

[0030] The above is only a further embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes within the scope disclosed by the present invention according to the technical solution and concept of the present invention, which fall within the protection scope of the present invention.

Claims

1. A self-balancing inclined pile retaining wall for geological disaster control, characterized in that: The invention comprises an inclined column (1) and a slope soil layer (8), wherein the inclined columns (1) are in plurality, a retaining plate (2) is arranged between every two inclined columns (1), a corbel (3) is arranged on the upper part of the inclined column (1), a top beam (4) is arranged on the top of the corbel (3), a gravity retaining wall (5) is arranged on the top of the top beam (4), a slope top (6) is arranged on the top of the gravity retaining wall (5), the bottom ends of the plurality of inclined columns (1) are fixedly connected to a base plate (7), and the tops of the plurality of base plates (7) are supported by a plurality of support plates. The retaining plate (2) is connected to the same fixing plate (10), the fixing plate (10) and the base plate (7) are connected to each other via fixing bolts (9), a first drainage pipe (12) and a second drainage pipe (13) are installed on the retaining plate (2) from top to bottom through the inclined column (1), filtering particles (14) are installed inside the first drainage pipe (12) and the second drainage pipe (13), a first steel wire mesh (15) is provided on one side of the filtering particles (14), and a connecting mechanism (11) is provided between every two inclined columns (1).

2. The self-balancing retaining wall with inclined piles for geological disaster control as claimed in claim 1, characterized in that: The first drainage pipe (12) and the second drainage pipe (13) both comprise a pipe body (121).

3. The self-balancing inclined pile retaining wall for geological disaster control as claimed in claim 2, characterized in that: A conical head (122) is fixedly mounted on one end of the tube body (121).

4. The self-balancing inclined pile retaining wall for geological disaster control as claimed in claim 3, characterized in that: The tube body (121) is provided with a plurality of evenly distributed water inlet holes (123), and a second steel wire mesh (124) is installed inside the water inlet holes (123).

5. The self-balancing inclined pile retaining wall for geological disaster control as claimed in claim 4, characterized in that: Two grooves (125) are symmetrically formed on the inner side of the other end of the tube body (121).

6. The self-balancing inclined pile retaining wall for geological disaster control as claimed in claim 5, characterized in that: A thread (126) is provided on the outer side of the other end of the tube body (121), and a screw hole cooperating with the thread (126) is provided on the earth retaining plate (2).

7. The self-balancing inclined pile retaining wall for geological disaster control as claimed in claim 1, characterized in that: The connecting mechanism (11) comprises a first mounting seat (111) and a fixing bolt (114).

8. The self-balancing inclined pile retaining wall for geological disaster control as claimed in claim 7, characterized in that: A connecting pipe (112) is installed on the inner sides of the first mounting seat (111) and the fixing bolt (114).

9. The self-balancing inclined pile retaining wall for geological disaster control as claimed in claim 8, characterized in that: The first mounting seat (111) and the fixing bolt (114) are threadedly connected with a second mounting seat (113) that cooperates with the connecting pipe (112).

10. The self-balancing inclined pile retaining wall for geological disaster control as claimed in claim 9, characterized in that: The first mounting seat (111) and the fixing bolt (114) are both fixedly mounted on the inclined column (1).

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