Early warning device for geological disasters in reservoir area
By using a combination of reinforced anchor rods and connecting ropes in the reservoir area geological disaster early warning device, and combining it with multi-parameter monitoring, the problem of easy displacement of traditional devices on loose soil or slopes has been solved, achieving long-term stable monitoring and efficient early warning.
Patent Information
- Application Number
- CN202511788874.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-12-01
- Publication Date
- 2026-02-06
AI Technical Summary
Traditional geological disaster monitoring devices in reservoir areas are prone to displacement on loose soil or slopes and cannot be fixed for a long time, resulting in unstable monitoring and affecting the timeliness and accuracy of early warning.
The device employs a combination structure of reinforced anchor bolts and connecting ropes. The reinforced anchor bolts are inserted into the soil or rock mass, and combined with the limiting part and the retraction mechanism, the device is firmly anchored. Multi-parameter monitoring is performed using tilt sensors, acceleration sensors, and rainfall sensors to analyze geological environment data in real time.
It has achieved long-term stable monitoring in the complex terrain of the reservoir area, improved the accuracy and timeliness of geological disaster identification, solved the problem of easy displacement of traditional devices, and ensured the reliability and accuracy of early warning.
Smart Images

Figure CN121482998A_ABST
Abstract
Description
Technical Field
[0001] This invention belongs to the field of geological disaster monitoring technology, and in particular relates to a geological disaster early warning device for reservoir areas. Background Technology
[0002] Natural disasters refer to natural phenomena that endanger human survival or damage the human living environment, including floods, flash floods, and debris flows. Debris flows, in particular, have the most significant impact on human economic and personal safety losses. Geological disasters in reservoir areas (such as landslides and collapses) are often triggered by factors such as periodic rises and falls in water levels and heavy rainfall, characterized by their suddenness and destructiveness. Traditional monitoring devices lack stability and are prone to displacement on loose soil or slopes, making long-term fixed monitoring impossible. Therefore, there is an urgent need for a reservoir area geological disaster early warning device to address these issues. Summary of the Invention
[0003] The purpose of this invention is to provide a geological disaster early warning device for reservoir areas to solve the problems existing in the prior art.
[0004] To achieve the above objectives, the present invention provides the following solution: The present invention provides a reservoir area geological disaster early warning device, including a monitoring box, a monitoring mechanism inside the monitoring box, a first connecting column fixed to the bottom surface of the monitoring box, a plurality of reinforcement mechanisms evenly spaced on the outer side of the bottom of the first connecting column, the reinforcement mechanism including a first groove disposed on the outer side of the first connecting column, a reinforcement anchor rod disposed in the first groove, one end of a connecting rope fixed to the top of the reinforcement anchor rod, the other end of the connecting rope being located inside the first connecting column, a limiting part disposed in the first groove, the limiting part being adapted to the reinforcement anchor rod.
[0005] Optionally, a first connecting seat is fixedly connected in the first groove, and a second groove is provided at one end of the first connecting seat near the reinforcing anchor rod, the second groove being adapted to the reinforcing anchor rod.
[0006] Optionally, the limiting part includes a second connecting seat and a third connecting seat respectively fixed to both sides of the first connecting seat. The second connecting seat has a third groove on the side near the reinforcing anchor rod. One end of the limiting rod is rotatably connected in the third groove. The other end of the limiting rod is fixed to a fourth connecting seat. A limiting member is provided between the fourth connecting seat and the third connecting seat.
[0007] Optionally, the limiting member includes a fourth groove disposed within the third connecting seat, the fourth groove being located on the side of the third connecting seat closer to the fourth connecting seat, a flexible limiting rod being fixedly connected to the side of the fourth connecting seat closer to the fourth groove, a limiting hook being provided at one end of the flexible limiting rod closer to the fourth connecting seat, a first connecting plate being fixedly connected within the fourth groove, the limiting hook abutting against the first connecting plate, a first connecting rod being slidably connected to the side of the first connecting plate away from the fourth connecting seat, one end of the first connecting rod extending to the outside of the fourth groove, and the top of the first connecting rod abutting against the limiting hook.
[0008] Optionally, the first connecting plate is provided with a first sliding groove on the side near the first connecting rod and the fourth groove is provided with a first sliding groove on the side near the first connecting rod. Slider blocks are symmetrically fixed to both sides of the first connecting rod. The sliders are slidably connected to the first sliding grooves adjacent to them. A first spring is provided between the bottom of the slider and the first sliding groove.
[0009] Optionally, a connecting ring is provided at the top of the first groove, the connecting ring is in communication with the first connecting post, and the connecting rope is located inside the connecting ring.
[0010] Optionally, the first connecting column is provided with a first cavity, and a plurality of retracting mechanisms are provided at equal intervals in the first cavity. The retracting mechanism includes a second connecting plate fixedly connected to the first cavity, a first motor fixedly connected to the top surface of the second connecting plate, a connecting roller fixedly connected to the output shaft of the first motor, and the connecting rope wound on the connecting roller.
[0011] Optionally, the monitoring mechanism includes a third connecting plate fixed inside the monitoring box. The top surface of the third connecting plate is provided with an angle sensor and an acceleration sensor, respectively, and the bottom surface of the third connecting plate is provided with a controller. The controller is electrically connected to the angle sensor and the acceleration sensor, respectively.
[0012] Optionally, the monitoring device may also include a storage battery located at the bottom of the monitoring box, and a photovoltaic module provided on the top surface of the monitoring box, the photovoltaic module being electrically connected to the storage battery via an inverter.
[0013] Optionally, a rain sensor is provided on the top surface of the monitoring box, and the rain sensor is electrically connected to the controller.
[0014] This invention discloses the following technical effects: When the device is placed in the monitoring area of the reservoir, the reinforcing anchor is first removed from the first groove and inserted into the soil or rock mass, penetrating deep into stable strata; the connecting rope at the top of the reinforcing anchor extends along the inside of the first connecting column to prevent the anchor from retracting or shifting; the monitoring mechanism inside the monitoring box is simultaneously activated to begin collecting geological environmental data. This invention achieves a firm anchorage between the device and the geological body by fixing the anchor, solving the problem of easy displacement of traditional devices on loose soil or slopes in the reservoir area; the reinforcing anchor improves the overall structure's resistance to sliding and overturning. Attached Figure Description
[0015] The accompanying drawings, which form part of this application, are used to provide a further understanding of this application. The embodiments of this application and their descriptions are used to explain this application and do not constitute an undue limitation of this application. In the drawings:
[0016] Figure 1 This is a schematic diagram of the reservoir area geological disaster early warning device of the present invention;
[0017] Figure 2 for Figure 1 A magnified view of part A in the image;
[0018] Figure 3 This is a schematic diagram of the internal structure of the reservoir area geological disaster early warning device of the present invention;
[0019] Figure 4 This is a schematic diagram of the limiting part of the present invention.
[0020] Figure label:
[0021] 1. Monitoring box; 2. First connecting column; 3. First groove; 4. Reinforcing anchor rod; 5. Connecting rope; 6. First connecting seat; 7. Second groove; 8. Second connecting seat; 9. Third connecting seat; 10. Third groove; 11. Limiting rod; 12. Fourth connecting seat; 13. Fourth groove; 14. Flexible limiting rod; 15. Limiting hook; 16. First connecting plate; 17. First connecting rod; 18. First slide groove; 19. Slider; 20. First spring; 21. Connecting ring; 22. First cavity; 23. Second connecting plate; 24. First motor; 25. Connecting roller; 26. Third connecting plate; 27. Tilt sensor; 28. Accelerometer; 29. Controller; 30. Battery; 31. Photovoltaic module; 32. Rain sensor. Detailed Implementation
[0022] The formation of geological hazards in reservoir areas is closely related to the drastic changes in hydrological conditions during reservoir operation. In the early stages of impoundment, the periodic rise and fall of the reservoir water level has a significant softening, seepage pressure, and stress redistribution effect on the riverbank soil and rock, easily inducing landslides, collapses, and other disasters. For example, since the Three Gorges Reservoir began impounding water, the annual water level fluctuation has reached tens of meters, leading to the deterioration of the riverbank rock structure and the formation of multiple potential sliding zones. These types of hazards are characterized by their high degree of concealment and suddenness, often erupting in concentrated bursts after heavy rainfall or rapid water level changes, threatening the safety of riverside settlements, waterways, and infrastructure.
[0023] Early monitoring of geological hazards in the reservoir area relied primarily on manual patrols and measurements using simple instruments. Community-based monitoring and prevention personnel visually observed macroscopic phenomena such as surface cracks and building deformations, combining this with simple equipment like displacement stakes and rain gauges for recording. However, this method had significant drawbacks: firstly, manual patrols could not cover the vast reservoir area, especially in areas with rugged terrain, limiting the frequency and timeliness of monitoring; secondly, traditional instruments lacked accuracy, such as mechanical inclinometers, which were less capable of capturing minute deformations, and data recording relied on manual transcription, easily leading to the omission of crucial information. For instance, in the monitoring of the Lianziya unstable rock mass in the Three Gorges Reservoir area, early warnings of large-scale rock mass displacements were missed due to insufficient equipment sensitivity.
[0024] With the integration of IoT, remote sensing, and AI technologies, a comprehensive "space-air-ground" system is gradually being established for geological disaster monitoring in reservoir areas. Satellite remote sensing technologies such as InSAR (Inductive Aperture Radar Interferometry) enable millimeter-level monitoring of surface deformation in reservoir areas, identifying slow displacement trends over a wide area and providing support for early detection. The ground monitoring network consists of GNSS receivers, crack gauges, pore water pressure sensors, etc., transmitting data via 4G / 5G or BeiDou satellite communication. For example, the universal monitoring instruments deployed by the Wuhan Geological Survey Center in the Three Gorges Reservoir area integrate rain gauges, moisture content monitors, GNSS modules, etc., and achieve long-term stable operation through low-power design.
[0025] Structural innovation in monitoring equipment has become a key breakthrough. Traditional monitoring devices often suffer from short circuits or mechanical failures due to the high humidity and corrosive environment of reservoir areas. Modern equipment adopts a modular design, such as a detachable base and protective cover structure, which facilitates rapid deployment and maintenance in complex terrains. Some devices integrate solar power systems, combined with energy storage batteries, to solve the power supply problems in remote areas. For example, a certain type of slope stability detection radar uses a circular arc synthetic aperture architecture, achieving full-coverage monitoring through rotating scanning, unaffected by vegetation obstruction. Its ultra-lightweight and portable design allows for deployment within minutes, meeting the needs of emergency rescue.
[0026] The core of current early warning systems lies in multi-source data fusion and intelligent analysis. Sensor networks collect parameters such as surface displacement, groundwater level, and rainfall in real time, perform preliminary processing through edge computing nodes, and then transmit the data to the data center via a communication network. The platform layer uses GIS technology to achieve spatial visualization of monitoring data and constructs geological disaster evolution models by combining historical data. For example, one system uses machine learning algorithms to analyze the correlation between displacement rate and rainfall to establish landslide imminent warning thresholds.
[0027] However, existing technologies still face challenges. The reservoir area has complex geological conditions, with significant differences in lithology and hydrological parameters across different regions, making it difficult for general models to accurately adapt to all scenarios. Furthermore, communication disruptions during extreme weather can lead to data loss, affecting the timeliness of early warnings. While the collaborative mechanism between community-based monitoring and professional monitoring has proven effective in the Three Gorges Reservoir area, the technical skills of community monitors vary considerably, necessitating standardized training and the use of smart terminals to improve overall efficiency.
[0028] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.
[0029] To make the above-mentioned objects, features and advantages of the present invention more apparent and understandable, the present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
[0030] Reference Figures 1 to 4 As shown, this embodiment provides a reservoir area geological disaster early warning device, including a monitoring box 1. The monitoring box 1 is equipped with a monitoring mechanism. A first connecting column 2 is fixed to the bottom surface of the monitoring box 1. Multiple reinforcement mechanisms are provided at equal intervals on the outer side of the bottom of the first connecting column 2. The reinforcement mechanism includes a first groove 3 set on the outer side of the first connecting column 2. A reinforcement anchor 4 is provided in the first groove 3. One end of a connecting rope 5 is fixed to the top of the reinforcement anchor 4. The other end of the connecting rope 5 is located in the first connecting column 2. A limiting part is provided in the first groove 3, and the limiting part is adapted to the reinforcement anchor 4.
[0031] When the device is placed in the area to be monitored in the reservoir, the reinforcing anchor 4 is first removed from the first groove 3 and inserted into the soil or rock mass, penetrating deep into stable strata; the connecting rope 5 at the top of the reinforcing anchor 4 extends along the inside of the first connecting column 2 to prevent the anchor from retracting or shifting; the monitoring mechanism inside the monitoring box 1 is simultaneously activated to begin collecting geological environmental data. This invention, through the combined structure of "anchor 4 + connecting rope 5," achieves a firm anchoring of the device to the geological body, solving the problem of easy displacement of traditional devices on loose soil or slopes in the reservoir area; the reinforcing anchor 4 enhances the overall structure's resistance to sliding and overturning.
[0032] In a further optimized design, a first connecting seat 6 is fixedly connected in the first groove 3, and a second groove 7 is provided at one end of the first connecting seat 6 near the reinforcing anchor rod 4. The second groove 7 is adapted to the reinforcing anchor rod 4.
[0033] The first connecting seat 6 is used to position the anchor rod 4 during transportation to prevent the anchor rod 4 from swaying back and forth.
[0034] The scheme is further optimized. The limiting part includes a second connecting seat 8 and a third connecting seat 9 that are respectively fixed to both sides of the first connecting seat 6. The second connecting seat 8 has a third groove 10 on the side near the reinforcing anchor rod 4. One end of the limiting rod 11 is rotatably connected in the third groove 10. The other end of the limiting rod 11 is fixed to a fourth connecting seat 12. A limiting element is provided between the fourth connecting seat 12 and the third connecting seat 9.
[0035] The limiting rod 11 further limits the reinforcing anchor rod 4 to prevent it from shaking during transportation.
[0036] In a further optimized design, the limiting component includes a fourth groove 13 located within the third connecting seat 9. The fourth groove 13 is situated on the side of the third connecting seat 9 closest to the fourth connecting seat 12. A flexible limiting rod 14 is fixedly connected to the side of the fourth connecting seat 12 closest to the fourth groove 13. A limiting hook 15 is provided at one end of the flexible limiting rod 14 closest to the fourth connecting seat 12. A first connecting plate 16 is fixedly connected within the fourth groove 13. The limiting hook 15 abuts against the first connecting plate 16. A first connecting rod 17 is slidably connected to the side of the first connecting plate 16 furthest from the fourth connecting seat 12. One end of the first connecting rod 17 extends to the outside of the fourth groove 13, and the top of the first connecting rod 17 abuts against the limiting hook 15.
[0037] In a further optimized design, the first connecting plate 16 is provided with a first sliding groove 18 on the side near the first connecting rod 17 and the fourth groove 13 is provided with a first sliding groove 18 on the side near the first connecting rod 17. Slider 19s are symmetrically fixed to both sides of the first connecting rod 17. The slider 19 and the adjacent first sliding groove 18 are slidably connected. A first spring 20 is provided between the bottom of the slider 19 and the first sliding groove 18.
[0038] When it is necessary to limit the reinforcing anchor rod 4 in the first groove 3, the limiting rod 11 rotates, so that the fourth connecting seat and the third connecting seat 9 are in contact. At the same time, the flexible limiting rod 14 enters the fourth groove 13, and the limiting hook 15 abuts against the first connecting plate 16 to limit the fourth connecting seat 12. When it is necessary to release the limit, press the first connecting rod 17 towards the side close to the limiting hook 15 to move the limiting hook 15 away from the first connecting plate 16, release the limit of the fourth connecting seat 12, and take out the fixed anchor rod.
[0039] In a further optimized design, a connecting ring 21 is provided at the top of the first groove 3. The connecting ring 21 is connected to the first connecting post 2, and the connecting rope 5 is located inside the connecting ring 21.
[0040] The connecting rope 5 is threaded inside the connecting ring 21 to avoid direct friction with the edge of the first groove 3. Simultaneously, the connecting ring 21 guides the direction, ensuring that the connecting rope 5 extends orderly along the inside of the first connecting post 2. The connecting ring 21 reduces wear on the connecting rope 5, extending its service life; it also guides the direction of the connecting rope 5, preventing it from tangling or getting stuck during deployment and retraction.
[0041] In a further optimized design, a first cavity 22 is provided inside the first connecting column 2. Multiple take-up and release mechanisms are provided at equal intervals inside the first cavity 22. Each take-up and release mechanism includes a second connecting plate 23 fixedly connected inside the first cavity 22. A first motor 24 is fixedly connected to the top surface of the second connecting plate 23. A connecting roller 25 is fixedly connected to the output shaft of the first motor 24. A connecting rope 5 is wound around the connecting roller 25.
[0042] The first motor 24 drives the connecting roller 25 to rotate forward, and the connecting rope 5 is wound around the connecting roller 25 to tighten and reinforce the anchor rod 4; when it is necessary to loosen the anchor rod, the motor reverses, the connecting rope 5 is released, and the insertion depth of the reinforced anchor rod 4 can be adjusted.
[0043] The scheme is further optimized. The monitoring mechanism includes a third connecting plate 26 fixed in the monitoring box 1. The top surface of the third connecting plate 26 is provided with an angle sensor 27 and an acceleration sensor 28, respectively. The bottom surface of the third connecting plate 26 is provided with a controller 29, which is electrically connected to the angle sensor 27 and the acceleration sensor 28, respectively.
[0044] The tilt sensor 27 monitors the change in the tilt angle of the device, and the acceleration sensor 28 monitors the displacement acceleration of the device. The controller receives the sensor data, and when the tilt angle or acceleration exceeds a preset threshold, it determines it as a precursor to a geological disaster and triggers an early warning. Multi-parameter (tilt, acceleration) fusion monitoring improves the accuracy of identifying disasters such as landslides and collapses.
[0045] To further optimize the scheme, the monitoring mechanism also includes a battery 30 installed at the bottom of the monitoring box 1, and a photovoltaic module 31 installed on the top surface of the monitoring box 1. The photovoltaic module 31 is electrically connected to the battery 30 through an inverter.
[0046] The photovoltaic module 31 converts light energy into electrical energy, which is then stored in the battery 30 via an inverter. The battery 30 supplies power to the monitoring mechanism, controller 29, and retraction mechanism, ensuring the long-term operation of the device.
[0047] To further optimize the design, a rain sensor 32 is installed on the top surface of the monitoring box 1, and the rain sensor 32 is electrically connected to the controller 29.
[0048] Rainfall sensor 32 monitors rainfall data in real time and transmits it to controller 29; controller 29 combines data such as tilt angle and acceleration to comprehensively judge the impact of rainfall on the geological body.
[0049] The combined structure of the reinforcing anchor 4 and the connecting rope 5, along with the multiple locking mechanisms of the limiting part, ensures the long-term stability of the device in complex terrain (such as slopes and loose soil) in the reservoir area. The launching and retracting mechanism drives the connecting roller 25 through the first motor 24 to dynamically adjust the tension of the reinforcing anchor 4 to adapt to geological deformation or water level rise and fall. The multi-parameter integrated monitoring of tilt angle, acceleration, and rainfall, and the controller 29 analyzes the data in real time to improve the accuracy and timeliness of disaster identification. The combination of photovoltaic module 31 and battery 30 solves the power supply problem in remote reservoir areas and ensures the long-term operation of the device.
[0050] In the description of this invention, it should be understood that the terms "longitudinal", "lateral", "up", "down", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing this invention, and are not intended to indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this invention.
[0051] The embodiments described above are merely preferred embodiments of the present invention and are not intended to limit the scope of the present invention. Various modifications and improvements made by those skilled in the art to the technical solutions of the present invention without departing from the spirit of the present invention should fall within the protection scope defined by the claims of the present invention.
Claims
1. A library area geological disaster early warning device, characterized in that: The utility model provides a monitoring box, the bottom of the monitoring box is fixedly connected with a first connecting column, the outer side of the bottom of the first connecting column is provided with a plurality of reinforcing mechanisms at equal intervals, the reinforcing mechanism comprises a first groove provided on the outer side of the first connecting column, the first groove is provided with a reinforcing anchor rod, one end of a connecting rope is fixedly connected to the top of the reinforcing anchor rod, the other end of the connecting rope is located in the first connecting column, a limiting part is arranged in the first groove and matched with the reinforcing anchor rod.
2. The geological disaster early warning device for a library area according to claim 1, characterized in that: A first connecting seat is fixedly connected in the first groove, a second groove is arranged on one end of the first connecting seat close to the reinforcing anchor rod, and the second groove is matched with the reinforcing anchor rod.
3. The geological disaster early warning device for a storage yard according to claim 2, characterized in that: The limiting part comprises a second connecting seat and a third connecting seat fixedly connected on both sides of the first connecting seat respectively, a third groove is arranged on one side of the second connecting seat close to the reinforcing anchor rod, one end of a limiting rod is rotatably connected in the third groove, the other end of the limiting rod is fixedly connected with a fourth connecting seat, and a limiting piece is arranged between the fourth connecting seat and the third connecting seat.
4. The geological disaster early warning device for a storage yard according to claim 3, characterized by: The limiting piece comprises a fourth groove arranged in the third connecting seat, the fourth groove is located on one side of the third connecting seat close to the fourth connecting seat, a flexible limiting rod is fixedly connected on one side of the fourth connecting seat close to the fourth groove, a limiting hook is arranged on one end of the flexible limiting rod close to the fourth connecting seat, a first connecting plate is fixedly connected in the fourth groove, the limiting hook is in abutment with the first connecting plate, a first connecting rod is slidably connected to one side of the first connecting plate away from the fourth connecting seat, one end of the first connecting rod extends to the outside of the fourth groove, and the top of the first connecting rod is in abutment with the limiting hook.
5. The geological disaster early warning device for a storage yard according to claim 4, characterized by: First sliding grooves are arranged on one side of the first connecting plate close to the first connecting rod and one side of the fourth groove close to the first connecting rod respectively, sliding blocks are fixedly connected to both sides of the first connecting rod symmetrically, the sliding blocks are slidably connected with the first sliding grooves adjacent to the sliding blocks, and first springs are arranged between the bottoms of the sliding blocks and the first sliding grooves.
6. The geological disaster early warning device for a storage yard according to claim 1, characterized by: A connecting ring is arranged on the top of the first groove, the connecting ring is in communication with the first connecting column, and the connecting rope is located in the connecting ring.
7. The geological disaster early warning device for a storage yard according to claim 1, characterized by: The first connecting column (2) is internally provided with a first cavity (22), a plurality of folding and unfolding mechanisms are equidistantly arranged in the first cavity (22), the folding and unfolding mechanism comprises a second connecting plate (23) fixedly connected in the first cavity (22), the top surface of the second connecting plate (23) is fixedly connected with a first motor (24), the output shaft of the first motor (24) is fixedly connected with a connecting roller (25), and the connecting roller (25) is wound with the connecting rope (5). 8.The geological disaster early warning device for a storage yard according to claim 1, characterized in that: The monitoring mechanism comprises a third connecting plate (26) fixedly connected in the monitoring box (1), the top surface of the third connecting plate (26) is respectively provided with an inclination sensor (27) and an acceleration sensor (28), the bottom surface of the third connecting plate (26) is provided with a controller (29), and the controller (29) is electrically connected with the inclination sensor (27) and the acceleration sensor (28) respectively.
9. The geological disaster early warning device for a storage yard according to claim 1, characterized by: The monitoring mechanism further comprises a storage battery (30) arranged at the bottom of the monitoring box (1), the top surface of the monitoring box (1) is provided with a photovoltaic module (31), and the photovoltaic module (31) is electrically connected with the storage battery (30) through an inverter.
10. The geological disaster early warning device for a storage yard according to claim 8, characterized by: The top surface of the monitoring box (1) is provided with a rainfall sensor (32), and the rainfall sensor (32) is electrically connected with the controller (29).