Multi-ball-point embedded pile for early warning of geological disasters
By setting up a transparent hemisphere and reinforcement mechanism on the main body of the embedded pile, the ground sinking is displayed by changing the liquid distribution state, and the stability is enhanced by movable insertion rods and barbs, the problems of insufficient stability and unintuitive display of existing embedded piles are solved, and the convenience and stability of geological disaster warning are achieved.
Patent Information
- Application Number
- CN202422480393.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-14
- Publication Date
- 2025-08-12
- Estimated Expiration
- 2034-10-14
AI Technical Summary
The existing pre-buried piles are inadequate in stability and lack intuitive display functions when detecting ground sinking, which leads to inconvenient use of pile buried method.
A multi-ball point pre-embedded pile for geological disaster warning is designed. By uniformly installing transparent hemispheres and internal grooves on the outside of the main body of the embedded pile, combined with the reinforcement mechanism, the ground sink is displayed by changing the liquid distribution state, and stability is enhanced through movable insertion rods and barbs.
It realizes the intuitive display of ground sinking problems, improves the stability of pre-built piles in the soil, and enhances the convenience of detection.
Smart Images
Figure CN223214554U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of geological disaster early warning, in particular to a multi-ball point pre-buried pile for geological disaster early warning. Background Art
[0002] As we all know, geological disasters primarily refer to collapses, landslides, debris flows, karst subsidence, and ground fissures. These are generally recognized as being caused by dramatic changes in the original geological structure of the Earth's crust and are generally considered to be sudden. Geological environmental disasters refer to hazards caused by variations in the regional geological and ecological environment, such as regional ground subsidence, seawater intrusion, desertification in arid and semi-arid areas, soil erosion in rocky mountainous areas, rocky desertification, and frequent floods in plains or basins due to regional geological tectonic subsidence. These problems are usually caused by multiple factors and occur slowly, and the geological community often refers to them as slow-changing geological disasters.
[0003] In the prior art, when using the buried pile method for geological disaster early warning detection, the ground subsidence is mainly detected by excavating ground cracks and setting pre-buried piles on both sides of the cracks. The detection method mainly uses the comparison of the adjacent distances of two pre-buried piles in different time periods to obtain the results; but since the existing pre-buried piles are usually a wooden pile, the stability after being inserted into the soil still needs to be improved, and the existing pre-buried piles do not have the function of more intuitively displaying the ground subsidence condition, so the convenience of using the buried pile method is still insufficient; for this reason, we propose a multi-ball point pre-buried pile for geological disaster early warning. Utility Model Content
[0004] The purpose of the utility model is to provide a multi-ball point pre-buried pile for geological disaster early warning, so as to solve the problems raised in the above background technology.
[0005] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a multi-ball point pre-buried pile for geological disaster early warning, comprising: a pre-buried pile body and a reinforcement mechanism;
[0006] The top of the embedded pile body is provided with a liquid storage tank, and transparent hemispheres are evenly fixedly embedded on the outside of the embedded pile body at equal intervals. A groove is provided on the inner side of the transparent hemisphere, and one side of the groove is connected to the liquid storage tank. The top of the liquid storage tank is provided with a liquid inlet, and one side of the liquid inlet is provided with a threaded top cover, and the interior of the threaded top cover is threadedly connected to the embedded pile body.
[0007] The reinforcement mechanism includes a fixed ring body fixedly mounted on the embedded pile body, the interior of the fixed ring body is evenly provided with equidistantly distributed through grooves, a movable plug rod is inserted into the through groove, the bottom end of the movable plug rod is fixedly connected to a conical block, and the outer wall of the movable plug rod is evenly fixedly connected to barbs.
[0008] By adopting the above technical solution, after the embedded pile body is driven into the soil on both sides of the crack in a vertical state, liquid can be added to the liquid storage tank through the liquid inlet, so that the liquid can enter the groove of the transparent hemisphere through the liquid storage tank, and the liquid level line is controlled at the middle position of the transparent hemisphere. After the filling is completed, the threaded top cover is tightened to keep the inside of the liquid storage tank well sealed. When the ground sinks and drives the embedded pile body to tilt, the distribution state of the liquid in the transparent hemisphere will change, such as tilting, so that the staff can more intuitively understand the problem of ground subsidence through the embedded pile body; in addition, after the embedded pile body is inserted into the soil, it can drive the fixed ring body to stick to the soil surface, so that the movable rod can be moved downward in the through groove by hammering the movable rod, and then the movable rod enters the soil under the action of the conical block, and the barb can effectively enhance the stability of the embedded pile body.
[0009] Preferably, a sealing gasket is fixedly connected to the inner side of the threaded top cover.
[0010] By adopting the above technical solution, the sealing performance of the threaded top cover after tightening can be further improved.
[0011] Preferably, a fixed block is fixedly connected to the top of the threaded top cover.
[0012] By adopting the above technical solution, it is convenient for workers to drive the embedded pile body into the soil by hammering.
[0013] Preferably, two connecting handles are fixedly connected to the outer side of the threaded top cover, and the two connecting handles are symmetrically arranged on the threaded top cover.
[0014] By adopting the above technical solution, the threaded top cover can be easily screwed.
[0015] Preferably, the transparent hemisphere is a transparent acrylic hemisphere.
[0016] By adopting the above technical solution, the transparent hemisphere can have good durability.
[0017] Preferably, one end of the top of the movable insertion rod is fixedly connected to a connecting block.
[0018] By adopting the above technical solution, the movable insertion rod can be easily driven into the soil in a knocking manner.
[0019] Preferably, a tip portion is fixedly provided at one end of the bottom of the embedded pile body.
[0020] By adopting the above technical solution, the embedded pile body can be more smoothly inserted into the soil.
[0021] In summary, this application includes at least one of the following beneficial technical effects:
[0022] This multi-ball point embedded pile for geological disaster warning is equipped with transparent hemispheres and reinforcement mechanisms on the embedded pile body that can display the liquid distribution state. When the embedded pile body is tilted, the distribution state of the liquid in the transparent hemisphere can change, thereby more intuitively displaying the ground subsidence problem, making the pile embedding method more convenient to use. The setting of the movable insertion rod and the barb also effectively improves the stability of the embedded pile body in the soil. BRIEF DESCRIPTION OF THE DRAWINGS
[0023] Figure 1 This is a schematic diagram of the structure of the multi-ball point pre-buried pile for geological disaster early warning of the present utility model;
[0024] Figure 2 This is an enlarged schematic diagram of area A of the structural schematic diagram of the multi-ball point pre-buried pile for geological disaster early warning of the present utility model;
[0025] Figure 3 This is an enlarged schematic diagram of area B of the structural schematic diagram of the multi-ball point pre-buried pile for geological disaster early warning of the present utility model;
[0026] Figure 4 This is a structural schematic diagram of the liquid storage tank in the multi-ball point embedded pile for geological disaster early warning of the present utility model.
[0027] In the figure: 1. Embedded pile body; 10. Liquid storage tank; 11. Liquid inlet; 12. Transparent hemisphere; 13. Groove; 14. Threaded top cover; 15. Connecting handle; 16. Fixed block; 2. Reinforcement mechanism; 20. Fixed ring; 21. Through groove; 22. Movable plug rod; 23. Barb; 24. Conical block; 25. Connecting block. DETAILED DESCRIPTION
[0028] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.
[0029] See also Figure 1-Figure 4 , the utility model provides a technical solution: a multi-ball point pre-buried pile for geological disaster early warning, comprising: a pre-buried pile body 1 and a reinforcement mechanism 2;
[0030] First, in order to ensure that the embedded pile body 1 is driven into the soil on both sides of the crack in a vertical state, liquid can be added to the liquid storage tank 10 through the liquid inlet 11, so that the liquid can enter the groove 13 of the transparent hemisphere 12 through the liquid storage tank 10, and the liquid level line is controlled at the middle position of the transparent hemisphere 12. After the filling is completed, the threaded top cover 14 is tightened to keep the inside of the liquid storage tank 10 well sealed. When the ground sinks and drives the embedded pile body 1 to tilt, the distribution state of the liquid in the transparent hemisphere 12 will change, such as tilting, so that the staff can more intuitively understand the problem of ground subsidence through the embedded pile body 1; a liquid storage tank 10 is provided on the top of the embedded pile body 1, and transparent hemispheres 12 with equal distances are evenly fixed on the outside of the embedded pile body 1, and recessed grooves are provided on the inside of the transparent hemisphere 12. The groove 13 and one side of the groove 13 are connected to the liquid storage tank 10. The top of the liquid storage tank 10 is provided with a liquid inlet 11, and one side of the liquid inlet 11 is provided with a threaded top cover 14. The interior of the threaded top cover 14 is threadedly connected to the embedded pile body 1; in order to further improve the sealing performance after the threaded top cover 14 is tightened, a sealing gasket is fixedly connected to the inner side of the threaded top cover 14; in order to facilitate the staff to drive the embedded pile body 1 into the soil by knocking, the top of the threaded top cover 14 is fixedly connected with a fixed block 16; in order to facilitate the screwing of the threaded top cover 14, two connecting handles 15 are fixedly connected to the outer side of the threaded top cover 14, and the two connecting handles 15 are symmetrically arranged on the threaded top cover 14; in order to make the transparent hemisphere 12 have good durability, the transparent hemisphere 12 is a transparent acrylic hemisphere;
[0031] Secondly, in order to enable the embedded pile body 1 to drive the fixed ring body 20 to be close to the soil surface after the embedded pile body 1 is inserted into the soil, the movable plug rod 22 can be moved downward in the through groove 21 by hammering the movable plug rod 22, and then the movable plug rod 22 enters the soil under the action of the conical block 24, and the barb 23 can effectively enhance the stability of the embedded pile body 1; the reinforcement mechanism 2 includes a fixed ring body 20 fixedly sleeved on the embedded pile body 1, and the interior of the fixed ring body 20 is evenly provided with equidistantly distributed through grooves 21, and the movable plug rod 22 is inserted into the interior of the through groove 21, and the bottom end of the movable plug rod 22 is fixedly connected to the conical block 24, and the outer wall of the movable plug rod 22 is evenly fixedly connected to the barb 23; in order to facilitate the movable plug rod 22 to be driven into the soil by knocking, one end of the top of the movable plug rod 22 is fixedly connected to the connecting block 25; in order to enable the embedded pile body 1 to be more smoothly added to the soil, one end of the bottom of the embedded pile body 1 is fixedly provided with a pointed end.
[0032] According to the above technical solution, the working steps of this solution are summarized and sorted out: when in use, the embedded pile body 1 is first driven into the soil on both sides of the crack in a vertical state, and then liquid is added to the liquid storage tank 10 through the liquid inlet 11, so that the liquid can enter the groove 13 of the transparent hemisphere 12 through the liquid storage tank 10, and the liquid level line is controlled at the middle position of the transparent hemisphere 12. After the filling is completed, the threaded top cover 14 is tightened to keep the inside of the liquid storage tank 10 well sealed. When the ground sinks, the embedded pile body 1 is driven to tilt. When the pile body 1 is inserted into the soil, the distribution state of the liquid in the transparent hemisphere 12 will change, such as tilting, so that the staff can more intuitively understand the problem of ground subsidence through the embedded pile body 1; in addition, after the embedded pile body 1 is inserted into the soil, it can drive the fixed ring body 20 to be close to the soil surface, so that the movable rod 22 can be moved downward in the through groove 21 by hammering the movable rod 22, and then the movable rod 22 enters the soil under the action of the conical block 24, and the barb 23 can effectively enhance the stability of the embedded pile body 1.
[0033] In summary: the multi-ball point embedded pile for local geological disaster warning is provided with a transparent hemisphere 12 and a reinforcement mechanism 2 on the embedded pile body 1, which can display the liquid distribution state. When the embedded pile body 1 is tilted, the distribution state of the liquid in the transparent hemisphere 12 can change, thereby being able to more intuitively display the ground subsidence problem, making the pile embedding method more convenient to use, and the setting of the movable insertion rod 22 and the barb 23 also effectively improves the stability of the embedded pile body 1 in the soil.
[0034] Any portion not described in the present invention is the same as the prior art or can be implemented using the prior art. Although the embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions, and variations may be made to these embodiments without departing from the principles and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A multi-ball point pre-buried pile for geological disaster early warning, characterized in that: include: Embedded pile body (1) and reinforcement mechanism (2); The top of the embedded pile body (1) is provided with a liquid storage tank (10), and transparent hemispheres (12) are evenly fixedly embedded on the outside of the embedded pile body (1) at equal intervals. A groove (13) is provided on the inside of the transparent hemisphere (12), and one side of the groove (13) is communicated with the liquid storage tank (10). The top of the liquid storage tank (10) is provided with a liquid inlet (11), and one side of the liquid inlet (11) is provided with a threaded top cover (14), and the interior of the threaded top cover (14) is threadedly connected to the embedded pile body (1); The reinforcement mechanism (2) comprises a fixed ring body (20) fixedly sleeved on the embedded pile body (1); the interior of the fixed ring body (20) is evenly provided with through grooves (21) distributed at equal intervals; a movable insertion rod (22) is inserted into the through groove (21); the bottom end of the movable insertion rod (22) is fixedly connected to a conical block (24); and the outer wall of the movable insertion rod (22) is evenly fixedly connected to a barb (23).
2. The multi-ball point pre-buried pile for geological disaster early warning according to claim 1, characterized in that: A sealing gasket is fixedly connected to the inner side of the threaded top cover (14).
3. The multi-ball point pre-buried pile for geological disaster early warning according to claim 2, characterized in that: A fixed block (16) is fixedly connected to the top of the threaded top cover (14).
4. The multi-ball point pre-buried pile for geological disaster early warning according to claim 3 is characterized by: Two connecting handles (15) are fixedly connected to the outer side of the threaded top cover (14), and the two connecting handles (15) are symmetrically arranged on the threaded top cover (14).
5. The multi-ball point pre-buried pile for geological disaster early warning according to claim 1 is characterized in that: The transparent hemisphere (12) is a transparent acrylic hemisphere.
6. The multi-ball point pre-buried pile for geological disaster early warning according to claim 1, characterized in that: One end of the top of the movable insertion rod (22) is fixedly connected to a connection block (25).
7. The multi-ball point pre-buried pile for geological disaster early warning according to claim 1, characterized in that: A tip portion is fixedly provided at one end of the bottom of the embedded pile body (1).