Anti-slide pile structure for geological disaster control

Abstract

The utility model relates to the technical field of geological disaster control, in particular to a slide-resistant pile structure for geological disaster control, which comprises a first slide-resistant pile body, a second slide-resistant pile body, a mounting plate and a connecting component. The second anti-slide pile body is fixedly connected to the center of the top end of the first anti-slide pile body, the mounting plate is assembled on the concrete layer, the positioning plate is embedded in the top end of the concrete layer, and the first studs are vertically connected to the two ends of the upper end face of the positioning plate. The connecting assembly comprises a cross rod and two mounting sleeves which are oppositely arranged in parallel, and the second anti-slide pile body is located above the first anti-slide pile body. Through the design of the concrete layers, the positioning plates, the mounting plates, the first studs and the first nuts, the multiple groups of first anti-slide pile bodies connected with the second anti-slide pile bodies are conveniently mounted, and through the design of the connecting assemblies, every two adjacent groups of first anti-slide pile bodies connected with the second anti-slide pile bodies are connected.

Description

Technical Field

[0001] This utility model relates to the field of geological disaster management technology, specifically to an anti-slide pile structure for geological disaster management. Background Technology

[0002] Common geological hazards include landslides, mudslides, ground fissures, soil erosion, desertification and swamp formation, soil salinization, as well as earthquakes, volcanoes, geothermal hazards, etc.

[0003] When managing geological disasters, anti-slide piles are needed. Anti-slide piles are columns that penetrate the landslide body and extend into the sliding bed. They are used to support the sliding force of the landslide body and stabilize the slope. They are suitable for shallow and medium-thick landslides and are a major measure for anti-slide treatment. However, existing anti-slide piles used for geological disaster management are usually installed individually, and the connection between two adjacent anti-slide piles is not tight. The pile body is prone to tilting, which affects the anti-slide effect.

[0004] Therefore, we propose an anti-slide pile structure for geological disaster control. Utility Model Content

[0005] The main purpose of this utility model is to provide an anti-slide pile structure for geological disaster control. The design of the concrete layer, positioning plate, installation plate, first stud and first nut facilitates the installation of multiple sets of first anti-slide pile bodies connected to the second anti-slide pile body. Through the design of the connecting components, two adjacent sets of first anti-slide pile bodies connected to the second anti-slide pile body can be connected, thereby improving the anti-slide effect and effectively solving the problems in the background art.

[0006] To achieve the above objectives, the technical solution adopted by this utility model is as follows:

[0007] An anti-slide pile structure for geological disaster control includes a first anti-slide pile body, a second anti-slide pile body, an mounting plate, and connecting components. The mounting plate is fixedly connected to the bottom end of the first anti-slide pile body, and the second anti-slide pile body is fixedly connected to the center of the top end of the first anti-slide pile body. Multiple sets of the first and second anti-slide pile bodies are arranged in parallel. An installation groove for assembling the connecting components is provided between the first and second anti-slide pile bodies. The mounting plate is assembled on a concrete layer, and a positioning plate is embedded in the top end of the concrete layer. First studs are vertically connected to both ends of the upper surface of the positioning plate.

[0008] The connecting assembly includes a crossbar and two relatively parallel mounting sleeves. The mounting sleeves are fixedly connected to both ends of the crossbar. The mounting sleeves have sleeve holes that are adapted to the body of the second anti-slide pile. The mounting sleeves are fixedly connected to the body of the second anti-slide pile by a second bolt.

[0009] By adopting the above technical solution and using the positioning plate, the stability of the first and second anti-slide pile bodies can be further improved, preventing them from tilting after installation. The design of the support and the first stud can further improve the stability of the first anti-slide pile body.

[0010] Specifically, the second anti-slide pile body is located above the first anti-slide pile body, and adjacent sets of the first and second anti-slide pile bodies are connected by a connecting component.

[0011] Specifically, the lower part of both sides of the first anti-slide pile body is provided with a second stud for installing the support member. One end of the second stud passes through the support member and is threadedly connected to the second nut.

[0012] Specifically, the support member has an L-shaped structure, and the bottom end of the support member is fixedly connected to the mounting plate by a first bolt.

[0013] Specifically, the mounting plate is a horizontally arranged rectangular plate structure, and each of the four corners of the upper surface of the mounting plate is provided with through holes for the first stud to pass through.

[0014] Specifically, the top of the first stud passes through the mounting plate and is threaded to the first nut, and multiple sets of the first stud and the first nut are provided.

[0015] The beneficial effects of this utility model are:

[0016] (1) The anti-slide pile structure for geological disaster control described in this utility model, through the design of concrete layer, positioning plate, installation plate, first stud and first nut, facilitates the installation of multiple sets of first anti-slide pile bodies connected to the second anti-slide pile body. Through the design of connecting components, two adjacent sets of first anti-slide pile bodies connected to the second anti-slide pile body can be connected, which solves the problem that existing anti-slide piles for geological disaster control are usually set up individually, strengthens the connection between adjacent anti-slide piles, and improves the anti-slide effect;

[0017] (2) The anti-slide pile structure for geological disaster control described in this utility model, in conjunction with the use of a positioning plate, can further improve the stability of the first anti-slide pile body and the second anti-slide pile body, and avoid the first anti-slide pile body and the second anti-slide pile body from tilting after installation. Through the design of the support and the first stud, the stability of the first anti-slide pile body can be further improved. Attached Figure Description

[0018] The present invention will be further described below with reference to the accompanying drawings and embodiments.

[0019] Fig. 1 This is a schematic diagram of the structure of this utility model;

[0020] Fig. 2 This is a three-dimensional view of the first anti-slide pile body of this utility model;

[0021] Fig. 3 This is a perspective view of the connecting component of this utility model;

[0022] In the figure: 1. First anti-slide pile body; 2. Mounting plate; 3. Support component; 4. Connecting assembly; 5. First nut; 6. Crossbar; 7. First bolt; 8. Concrete layer; 9. Positioning plate; 10. First stud; 11. Second anti-slide pile body; 12. Mounting groove; 13. Through hole; 14. Second stud; 15. Second nut; 16. Mounting sleeve; 17. Sleeve hole. Detailed Implementation

[0023] To make the technical means, creative features, objectives and effects of this utility model easier to understand, the present utility model will be further described below in conjunction with specific embodiments.

[0024] As one embodiment of this utility model, such as Figs. 1-3 As shown, the anti-slide pile structure for geological disaster control according to this utility model includes a first anti-slide pile body 1, a second anti-slide pile body 11, an mounting plate 2, and a connecting component 4. The mounting plate 2 is fixedly connected to the bottom end of the first anti-slide pile body 1, and the second anti-slide pile body 11 is fixedly connected to the center of the top end of the first anti-slide pile body 1. Multiple sets of the first anti-slide pile body 1 and the second anti-slide pile body 11 are arranged relatively parallel to each other. An installation groove 12 for assembling the connecting component 4 is provided between the first anti-slide pile body 1 and the second anti-slide pile body 11. The mounting plate 2 is assembled on a concrete layer 8. A positioning plate 9 is embedded in the top end of the concrete layer 8. First studs 10 are vertically connected to both ends of the upper surface of the positioning plate 9.

[0025] The connecting component 4 includes a crossbar 6 and two relatively parallel mounting sleeves 16. Both ends of the crossbar 6 are fixedly connected to the mounting sleeves 16. The mounting sleeves 16 are provided with sleeve holes 17 that are adapted to the second anti-slide pile body 11. The mounting sleeves 16 are fixedly connected to the second anti-slide pile body 11 by a second bolt.

[0026] In use, multiple sets of first anti-slide pile bodies 1 connected to the second anti-slide pile body 11 are installed on the upper surface of the concrete layer 8 in a relatively parallel manner. The first anti-slide pile bodies 11 connected to the second anti-slide pile body 11 in adjacent sets are connected by the connecting component 4. The mounting sleeves 16 located at both ends of the crossbar 6 are fitted onto the second anti-slide pile body 11 located at the top of the first anti-slide pile body 1. Finally, the mounting sleeves 16 are fixedly connected to the second anti-slide pile body 11 by the second bolt, thereby completing the assembly.

[0027] The present invention also includes that the second anti-slide pile body 11 is located above the first anti-slide pile body 1, and adjacent groups of the first anti-slide pile body 1 and the second anti-slide pile body 11 are connected by a connecting component 4.

[0028] The present invention also includes that the lower parts of both sides of the first anti-slide pile body 1 are provided with second studs 14 for installing support members 3, and one end of the second stud 14 passes through the support member 3 and is threadedly connected to the second nut 15.

[0029] This utility model also includes that the support member 3 has an L-shaped structure, and the bottom end of the support member 3 is fixedly connected to the mounting plate 2 by the first bolt 7.

[0030] The present invention also includes that the mounting plate 2 is a horizontally arranged rectangular plate structure, and that the four corners of the upper surface of the mounting plate 2 are provided with through holes 13 for the first stud 10 to pass through.

[0031] The present invention also includes a first stud 10 whose top end passes through the mounting plate 2 and is threadedly connected to the first nut 5, and the first stud 10 and the first nut 5 are provided with multiple sets.

[0032] In use, a concrete layer 8 is poured on the ground in advance. Multiple sets of positioning plates 9 with first studs 10 installed are embedded at the top of the concrete layer 8. The positioning plates 9 and the concrete layer 8 are integrally cast. Then, the first anti-slide pile body 1 with the second anti-slide pile body 11 connected to the top is assembled on the concrete layer 8 through the mounting plate 2 at the bottom. The top of the first studs 10 located at both ends of the positioning plate 9 passes through the through holes 13 located at the four corners of the mounting plate 2 and is threadedly connected to the first nut 5.

[0033] Multiple sets of first anti-slide pile bodies 1 connected to the second anti-slide pile body 11 are installed on the upper surface of the concrete layer 8 in a relatively parallel manner. Two adjacent sets of first anti-slide pile bodies 11 connected to the second anti-slide pile body 11 are connected by the connecting component 4. The mounting sleeves 16 located at both ends of the crossbar 6 are fitted onto the second anti-slide pile body 11 located at the top of the first anti-slide pile body 11. Finally, the mounting sleeves 16 are fixedly connected to the second anti-slide pile body 11 by the second bolt, thereby completing the assembly.

[0034] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. Those skilled in the art should understand that this utility model is not limited to the above embodiments. The descriptions of the above embodiments and specifications are merely illustrative of the principles of this utility model. Various changes and modifications can be made to this utility model without departing from its spirit and scope, and all such changes and modifications fall within the scope of protection claimed by this utility model. The scope of protection of this utility model is defined by the appended claims and their equivalents.

Claims

1. A type of anti-slide pile structure for geological disaster control, characterized in that, The system includes a first anti-slide pile body (1), a second anti-slide pile body (11), an mounting plate (2), and a connecting component (4). The mounting plate (2) is fixedly connected to the bottom end of the first anti-slide pile body (1), and the second anti-slide pile body (11) is fixedly connected to the center of the top end of the first anti-slide pile body (1). Multiple sets of the first anti-slide pile body (1) and the second anti-slide pile body (11) are arranged in parallel. An installation groove (12) for assembling the connecting component (4) is provided between the first anti-slide pile body (1) and the second anti-slide pile body (11). The mounting plate (2) is assembled on the concrete layer (8). A positioning plate (9) is embedded at the top end of the concrete layer (8). The positioning plate (9) is vertically connected to both ends of the upper surface of the two ends of the two ends of the upper surface of the positioning plate (9). The connecting component (4) includes a crossbar (6) and two parallel mounting sleeves (16). Both ends of the crossbar (6) are fixedly connected to the mounting sleeves (16). The mounting sleeves (16) are provided with sleeve holes (17) that are adapted to the second anti-slide pile body (11). The mounting sleeves (16) are fixedly connected to the second anti-slide pile body (11) by a second bolt.

2. The anti-slide pile structure for geological disaster control according to claim 1, characterized in that, The second anti-slide pile body (11) is located above the first anti-slide pile body (1), and the two adjacent sets of the first anti-slide pile bodies (1) and the second anti-slide pile bodies (11) are connected by a connecting component (4).

3. The anti-slide pile structure for geological disaster control according to claim 1, characterized in that, The first anti-slide pile body (1) has a second stud (14) for installing the support member (3) on both sides of the lower part. One end of the second stud (14) passes through the support member (3) and is threadedly connected to the second nut (15).

4. The anti-slide pile structure for geological disaster control according to claim 3, characterized in that, The support member (3) has an L-shaped structure, and the bottom end of the support member (3) is fixedly connected to the mounting plate (2) by the first bolt (7).

5. The anti-slide pile structure for geological disaster control according to claim 1, characterized in that, The mounting plate (2) is a horizontally arranged rectangular plate structure, and the four corners of the upper end face of the mounting plate (2) are provided with through holes (13) for the first stud (10) to pass through.

6. The anti-slide pile structure for geological disaster control according to claim 5, characterized in that, The top of the first stud (10) passes through the mounting plate (2) and is threaded to the first nut (5). The first stud (10) and the first nut (5) are provided with multiple sets.

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