Slope monitoring device
Through the design of pile body and stabilizer, the water flow is used to stir the water flow by using the water flow solidification groove and rotating parts, which solves the problem of loosening the slope monitoring device in rainy weather, and improves the stability and monitoring reliability of the device.
Patent Information
- Application Number
- CN202211094610.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2022-09-03
- Publication Date
- 2025-08-26
- Estimated Expiration
- 2042-09-03
AI Technical Summary
Slope monitoring devices are easily affected by soil erosion in rainy weather, resulting in loosening, affecting monitoring effect and reliability.
The pile body and stabilization member are designed. The pile body is inserted into the slope. The stabilization member is equipped with a solid soil groove, a water inlet and a water outlet hole. The water flow is used to solidify the soil. The rotating member stirs the water flow to reduce erosion. The induction member controls the rotation of the rotating member and provides power for solar panels.
Reduce the impact of water flow erosion on the soil, improve the position stability of the slope monitoring device, reduce the probability of loosening, and extend the device life.
Smart Images

Figure CN116290135B_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of slope monitoring, and in particular to a slope monitoring device. Background Art
[0002] Slope monitoring refers to the monitoring of the speed and direction of slope displacement in order to understand the movement of slope rocks and detect signs of slope damage.
[0003] Existing slope monitoring technology usually involves installing several slope monitoring devices at intervals on the slope. By monitoring the changes in the distance between adjacent slope monitoring devices, the movement and displacement of the rock and soil on the slope can be monitored. This can serve as an early warning before disasters such as landslides and mudslides occur, thereby protecting people's lives and property.
[0004] When a slope monitoring device is installed on a slope, a portion of it is typically buried within the slope. During rainy weather, water flowing down the slope will wash away the soil near the top of the device. Over time, soil erosion can create a pit near the top of the device. The soil around the device then loosens, making it prone to tilting or even detaching from the slope, impacting its effectiveness and reliability. Summary of the Invention
[0005] In order to improve the problem that the slope monitoring device is easily loosened due to soil erosion, the present application provides a slope monitoring device.
[0006] This application provides a slope monitoring device, which adopts the following technical solutions:
[0007] A slope monitoring device, comprising a monitoring member for monitoring the distance between the monitoring member and an adjacent slope monitoring device, a pile for fixing the monitoring member to the slope, and a stabilizing member for stabilizing the pile, wherein the monitoring member is located above the slope, the monitoring member is fixedly connected to one end of the pile, and the other end of the pile is vertically inserted into the slope;
[0008] The stabilizing member is sleeved on the pile body and fixedly connected to the pile body. The stabilizing member is provided with a soil-fixing groove for fixing soil. The stabilizing member is also provided with a water inlet for water and soil to enter the soil-fixing groove and a plurality of first water outlets for water and soil to be discharged. The water inlet and the plurality of first water outlets are both in communication with the soil-fixing groove.
[0009] After the pile body is inserted into the slope, the end of the stabilizing member where the soil fixing groove is located is inserted into the slope, the opening of the soil fixing groove is blocked by the slope, and the water inlet is away from the end of the soil fixing groove and is connected to the outside world toward the top of the slope. Several of the first water outlets are distributed on the surrounding side of the stabilizing member and are all connected to the outside world.
[0010] By adopting the above technical solution, water can flow into the soil-fixing trough from the water inlet and be discharged from the first water outlet, thereby reducing the scouring of the soil around the pile by the water flow, and further reducing the probability of the pile body loosening due to soil erosion; at the same time, the stabilizing part has a soil-fixing effect, and the sand and soil mixed in the water flow will enter and remain in the soil-fixing trough. The sand and soil in the soil-fixing trough will form a connection with the slope, thereby strengthening the connection between the slope monitoring device and the slope, making the pile body not easy to loosen.
[0011] Optionally, a plurality of second water outlet holes are further provided at one end of the stabilizing member close to the monitoring member, one end of the second water outlet hole is communicated with the soil fixing trough, and the other end of the second water outlet hole is communicated with the outside.
[0012] By adopting the above technical solution, when several first water outlet holes are blocked by sand, the water and soil flowing into the soil consolidation trough can flow out from the second water outlet holes, ensuring that the water flow can flow, thereby improving the reliability of the stabilizing member in weakening the impact force of the water flow on the soil.
[0013] Optionally, a water tank is provided at one end of the stabilizing member close to the monitoring member, and the end of the second water outlet away from the soil-fixing tank is communicated with the water tank; a plurality of guide grooves for guiding the flow of water are also provided at one end of the stabilizing member close to the monitoring member, one end of the guide groove is communicated with the water tank, and the other end of the guide groove leads to the peripheral side of the stabilizing member, and the guide groove is arranged at an angle, and the end of the guide groove close to the water tank is the inclined upper end.
[0014] By adopting the above technical solution, the water discharged from the second water outlet will first accumulate in the water storage tank, and then flow out along the guide groove to the soil around the stabilizing member, so that the soil around the stabilizing member is more evenly scoured by the water flow, reducing the probability of the pile body loosening due to unilateral scouring of the water flow.
[0015] Optionally, it further comprises a rotating member capable of rotating under the drive of water flow, the rotating member is rotatably connected to the pile body, the rotation axis of the rotating member coincides with the axis of the pile body, and the rotating member is located in the soil consolidation groove;
[0016] The rotating member includes a plurality of blades, which are distributed in a circular array around the axis of the pile body. An arc groove is opened on one side of the blade, and there is a gap between the end of the blade away from the pile body and the peripheral groove wall of the soil fixing groove.
[0017] By adopting the above technical solution, when water flows through the soil-solidifying trough, it can drive the rotating part to rotate. The rotation of the rotating part can stir the water flow, thereby washing away the sand and soil that are blocking the water inlet, the first water outlet and the second water outlet, reducing the probability of sand and soil blocking the water inlet, the first water outlet and the second water outlet.
[0018] Optionally, the stabilizing member is provided with a diverter plate at the water inlet position, and the diverter plate divides the water inlet into a first water inlet and a second water inlet. The first water inlet is located above the second water inlet, and the end face of the diverter plate facing away from the soil fixing trough has an inclined diverter surface, and the end of the diverter surface close to the first water inlet is an inclined upper end, and the extension direction of the inclined upper end of the diverter surface passes through the blade.
[0019] By adopting the above technical solution, the diverter surface will divert the water flow mixed with sand into a water flow mixed with more sand and a water flow mixed with less sand. The water flow mixed with more sand enters the soil solidifying trough from the second water inlet, which is convenient for the sand to be fixed in the soil solidifying trough; the water flow mixed with less sand enters the soil solidifying trough from the first water inlet under the guidance of the diverter surface, which is convenient for the water flow to directly contact the blades and drive the rotating parts to rotate.
[0020] Optionally, a side of the blade facing away from the arc-shaped groove has a curved surface, and the curved surface is convex in a direction away from the arc-shaped groove.
[0021] By adopting the above technical solution, when the rotating part rotates, the rotating part stirs the water mixed with sand in the soil consolidation trough. During the rotation of the rotating part, a vortex will be formed on the arc surface. The vortex will drive the sand mixed in the water to move toward the direction close to the slope, further facilitating the fixation of the sand in the soil consolidation trough; at the same time, when a soil pit is formed on the side of the stabilizing part close to the top of the slope due to soil erosion, and the soil pit is connected to the soil consolidation trough, the sand in the soil consolidation trough can move toward the soil pit under the action of the vortex, reducing the size of the soil pit, thereby reducing the scouring effect of the water flow on the sand in the soil consolidation trough.
[0022] Optionally, the stabilizing member has a gripping portion at one end where the groove opening is located for enhancing grip.
[0023] By adopting the above technical solution, the connection strength between the stabilizing member and the slope can be strengthened, thereby improving the connection strength between the slope monitoring device and the slope, and effectively limiting the vertical displacement of the slope monitoring device under the impact of water flow.
[0024] Optionally, a driving member for driving the rotating member to rotate is further provided inside the pile body, and the direction in which the driving member drives the rotating member to rotate is the same as the direction in which the water flow drives the rotating member to rotate. The stabilizing member is provided with a sensing member for controlling the opening and closing of the driving member.
[0025] By adopting the above technical solution, the sensing component can monitor the amount of solid soil in the soil solidification trough. When the amount of solid soil in the soil solidification trough is too much and the water flow cannot drive the rotating component to rotate, the sensing component will control the driving component to start, and the driving component will drive the rotating component to rotate to discharge excess sand and soil from the water inlet, the first water outlet or the second water outlet, so that the water flow remains flowing.
[0026] Optionally, a shielding member for protecting the monitoring member is further included, wherein the shielding member is fixedly connected to the pile body and is located on a side of the monitoring member away from the pile body.
[0027] By adopting the above technical solution, the shielding member can provide shade and rain protection for the monitoring member, thereby extending the service life of the monitoring member.
[0028] Optionally, a plurality of solar panels for supplying energy to the monitoring component and the driving component are provided on the shielding component.
[0029] By adopting the above technical solution, the solar panel can absorb solar energy to generate electricity and store the electrical energy, and the solar panel can supply power to the monitoring components and the driving components, thereby making rational use of resources and saving energy.
[0030] In summary, this application has at least one of the following beneficial effects:
[0031] 1. It can reduce the soil erosion caused by water flow on the soil around the slope monitoring device, thereby reducing the impact of soil erosion on the position stability of the slope monitoring device;
[0032] 2. A portion of the sand washed away by the water flow can be consolidated in the soil consolidation trough. After the sand is consolidated in the soil consolidation trough, the position stability of the slope monitoring device installed on the slope can be improved;
[0033] 3. It can make the water flow more evenly scour the soil around the slope monitoring device, reducing the probability of the slope monitoring device tilting or even detaching from the slope due to the formation of soil pits caused by unilateral water flow;
[0034] 4. When a large soil pit is formed after water erosion, part of the sediment in the soil fixing trough can be driven to move toward the soil pit to fill the pit, thereby reducing the impact of the soil pit on the position stability of the slope monitoring device. BRIEF DESCRIPTION OF THE DRAWINGS
[0035] Figure 1 This is a schematic diagram of the position distribution of several slope monitoring devices on the slope in an embodiment of the present application;
[0036] Figure 2 is a cross-sectional view of a slope monitoring device according to an embodiment of the present application;
[0037] Figure 3 This is a schematic structural diagram of a slope monitoring device according to an embodiment of the present application;
[0038] Figure 4 yes Figure 3 Enlarged view of point A in the middle;
[0039] Figure 5 It is a cross-sectional view of a slope monitoring device after soil erosion in an embodiment of the present application.
[0040] Explanation of the accompanying drawings: 1. Monitoring part; 2. Pile body; 21. Mounting part; 211. Mounting groove; 22. Shielding part; 3. Stabilizing part; 31. Soil-fixing groove; 32. Gripping part; 33. Water inlet; 331. First water inlet; 332. Second water inlet; 34. First water outlet; 35. Second water outlet; 36. Water storage tank; 37. Guide groove; 4. Solar cell panel; 5. Rotating part; 51. Blade; 511. Arc groove; 512. Arc surface; 6. Diverter plate; 61. Diverter surface; 7. Sensing part; 8. Driving part. DETAILED DESCRIPTION
[0041] The following is combined with Figure 1-5 This application is described in further detail.
[0042] An embodiment of the present application discloses a slope monitoring device for monitoring rock and soil displacement on a slope.
[0043] Reference Figure 1 Several slope monitoring devices are installed on the slope. The slope surface has multiple planes for the slope monitoring devices. The distances between adjacent slope monitoring devices installed on the same plane are equal. The slope monitoring devices installed on adjacent planes are staggered, and the distances between a slope monitoring device installed on one plane and its adjacent slope monitoring device installed on another adjacent plane are also equal.
[0044] Reference Figure 2 and Figure 3The slope monitoring device includes a monitoring element 1 for monitoring the distance changes between adjacent slope monitoring devices, a pile 2 for assisting in the installation and fixation of the monitoring element 1 on the slope, and a stabilizing element 3 for improving the positional stability of the slope monitoring device after installation on the slope. The monitoring element 1 is located at one end of the pile 2, and the stabilizing element 3 is located in the middle of the pile 2. When the slope monitoring device is installed on the slope, the end of the pile 2 away from the monitoring element 1 is vertically inserted into the slope until one end of the stabilizing element 3 is also inserted into the slope. When it is not raining, the staff can use the monitoring data of several monitoring elements 1 to know where the rock and soil on the slope has shifted, posing a risk of landslide or mudslide. They can then promptly reinforce and maintain the slope and provide early warning to residents at the bottom of the slope. When it is raining, the staff can use the monitoring data of several monitoring elements 1 to predict the signs of an impending landslide or mudslide, so that residents at the bottom of the slope can be evacuated as soon as possible to protect their lives and property.
[0045] The monitoring element 1 is a rectangular parallelepiped structure that can monitor the distance between itself and adjacent monitoring elements 1 and transmit the monitoring data in real time to personnel monitoring the slope. Since the monitoring element 1 is well known to those skilled in the art, it will not be described in detail in this embodiment and is only briefly illustrated in the accompanying drawings.
[0046] Reference Figure 2 and Figure 3 The pile body 2 is a cylindrical rod-shaped structure as a whole. The end of the pile body 2 away from the monitoring component 1 has a tip, which facilitates the insertion of a portion of the pile body 2 into the interior of the slope to complete the installation. The end of the pile body 2 away from its tip has a mounting portion 21 for facilitating the installation of the monitoring component 1. The mounting portion 21 is provided with a mounting groove 211 adapted to the monitoring component 1. The mounting groove 211 penetrates the mounting portion 21 along the radial direction of the pile body 2. After the monitoring component 1 is installed in the mounting groove 211, it is fixedly connected to the pile body 2. In this embodiment, the monitoring component 1 and the pile body 2 are preferably fixedly connected by a plurality of bolts, and the bolts are omitted in the accompanying drawings.
[0047] A shielding member 22 is also fixedly attached to the pile body 2 to protect the monitoring element 1. This shielding member 22 is located on the side of the mounting portion 21 away from the tip of the pile body 2. The shielding member 22 is generally conical, with its axis coinciding with the axis of the pile body 2. This shielding member 22 provides shade and rain protection for the monitoring element 1, extending its service life. A solar panel 4 is mounted on the end of the shielding member 2 facing away from the monitoring element 1. This solar panel 4 absorbs solar energy, stores energy, and provides power to the monitoring element 1.
[0048] Reference Figure 2 and Figure 3The stabilizing member 3 is sleeved on the pile body 2 and fixedly connected to the pile body 2. The stabilizing member 3 is an overall cylindrical structure, and the axis of the stabilizing member 3 coincides with the axis of the pile body 2. The end of the stabilizing member 3 away from the monitoring member 1 is provided with a soil-fixing groove 31 with a soil-fixing function. The soil-fixing groove 31 is formed on the end surface of the stabilizing member 3 away from the monitoring member 1. The shape of the soil-fixing groove 31 is also cylindrical, and the axis of the soil-fixing groove 31 also coincides with the axis of the pile body 2.
[0049] A gripping portion 32 for strengthening the gripping force of the stabilizing member 3 extends outward from the periphery of one end of the stabilizing member 3 near the opening of the soil fixing groove 31. The gripping portion 32 extends outward in an oblique upward direction. After the slope monitoring device is installed and fixed on the slope, the gripping bottom is located inside the slope.
[0050] Reference Figure 2 and Figure 3 , the stabilizing member 3 is further provided with a water inlet 33, a plurality of first water outlet holes 34 and a plurality of second water outlet holes 35, wherein one end of the water inlet 33 is communicated with the soil solidifying groove 31, and the other end of the water inlet 33 passes through the outer side surface of the stabilizing member 3 along the radial direction of the pile body 2; one end of the first water outlet hole 34 is communicated with the soil solidifying groove 31, and the other end of the first water inlet hole also passes through the outer side surface of the stabilizing member 3 along the radial direction of the pile body 2, and the plurality of first water outlet holes 34 are evenly spaced on the circumference of the stabilizing member 3, and the present invention is provided with a water inlet 33, a plurality of first water outlet holes 34 and a plurality of second water outlet holes 35 ... first water outlet holes 34, and the present invention is provided with a water inlet 33, a plurality of first water outlet holes 34 and a plurality of first water outlet holes 34, and the present invention is provided with a water inlet 33, a plurality of first water outlet holes 34 and a plurality of first water outlet holes 34, In the embodiment, the first water outlet holes 34 are preferably divided into two rows, and the two rows of first water outlet holes 34 are respectively connected to the position of the soil fixing groove 31 away from its opening and the position of the soil fixing groove 31 close to its opening; the second water outlet holes 35 are distributed in a circular array with the axis of the fixing member 3 as the axis at the end of the fixing member 3 close to the monitoring member 1, one end of the second water outlet hole 35 is connected to the soil fixing groove 31, and the other end of the second water outlet hole 35 passes through the end face of the fixing member 3 close to the monitoring member 1 in a direction parallel to the axis of the pile body 2.
[0051] After the slope monitoring device is mounted and secured to the slope, the water inlet 33 is located on the stabilizing member 3 near the top of the slope. When soil erosion occurs due to rainwater erosion, water mixed with sand and soil flows through the water inlet 33 into the soil consolidation trough 31. The water then flows out through the first water outlets 34, while most of the sand and soil in the water flow remains in the soil consolidation trough 31. When the first water outlets 34 are clogged with sand due to the soil consolidation in the soil consolidation trough 31, the water can be discharged from the top of the stabilizing member 3 through the second water outlets 35. When the water flow stops, the sand and soil remaining in the soil consolidation trough 31 will become one with the slope, reinforcing the soil around the slope monitoring device.
[0052] Reference Figure 2 and Figure 3The end of the stabilizing member 3 near the monitoring member 1 is also provided with a water tank 36. The ends of the several second water outlets 35 away from the soil-fixing trough 31 are all connected to the water tank 36. After flowing out of the second water outlets 35, the water enters the water tank 36. Under the protection of the shielding member 22, the rainwater will flow down along the shielding member 22 and fall into the water tank 36. The end of the stabilizing member 3 near the monitoring member 1 is also provided with several guide grooves 37 on its periphery for guiding the outflow direction of the water in the water tank 36. One end of the guide groove 37 is connected to the water tank 36, and the other end of the guide groove 37 leads to the peripheral side of the stabilizing member 3. The guide groove 37 is generally inclined, and the end of the guide groove 37 near the water tank 36 is the inclined upper end. The several guide grooves 37 are distributed in a circular array with the axis of the stabilizing member 3 as the axis, and no guide groove 37 is provided on the stabilizing member 3 near the water inlet 33. When the water in the water storage tank 36 reaches a certain amount, the water will flow through a number of guide grooves 37 to the surrounding side of the stabilizing member 3 and avoid the position of the surrounding side of the stabilizing member 3 close to the water inlet 33, so that the water flow can flush the soil around the stabilizing member 3 more evenly, effectively avoiding more serious soil and water loss caused by unilateral flushing of the water flow.
[0053] Reference Figure 2 and Figure 4 The pile body 2 is also rotatably connected to a rotating member 5. The rotation axis of the rotating member 5 coincides with the axis of the pile body 2. The rotating member 5 is located in the soil-fixing groove 31 and is located away from the opening of the soil-fixing groove 31. The rotating member 5 has a plurality of blades 51. The blades 51 extend outward in the radial direction of the pile body 2 and are arranged in a circular array around the axis of the pile body 2. A gap exists between the end of the blade 51 away from the pile body 2 and the side wall of the soil-fixing groove 31. When the rotating member 5 rotates, the blades 51 can sweep across the area where the upper row of second water outlets 35 communicate with the soil-fixing groove 31.
[0054] An arcuate groove 511 is formed on one side of the blade 51 close to the other blade 51 . The arc trajectory of the arcuate groove 511 is 1 / 4 of a circle. A curved surface 512 is formed on the side of the blade 51 away from the arcuate groove. The curved surface 512 protrudes away from the arcuate groove 511 .
[0055] Reference Figure 2 and Figure 3 The stabilizer 3 is further provided with a diverter plate 6 at the water inlet 33. The diverter plate 6 divides the water inlet 33 into a first water inlet 331 and a second water inlet 332. The first water inlet 331 is located above the second water inlet 332. The end of the diverter plate 6 facing away from the soil-fixing trough 31 is a diverter surface 61. The diverter surface 61 is an inclined surface, and the end of the diverter surface 61 closest to the first water inlet 331 is an inclined upper end.
[0056] When the water flow mixed with sand enters the water inlet 33, it is split into two streams by the diverter plate 6. The water flow mixed with more sand enters the soil consolidation trough 31 through the second water inlet 332, while the water flow mixed with less sand is stirred up by the diverter surface 61 and enters the soil consolidation trough 31 through the first water inlet 331. After the diverter plate 6 splits the water flow, it can reduce the impact force of the water flow on the stabilizing member 3 after entering the soil consolidation trough 31, and at the same time, it can make it easier for the sand in the water flow to stay in the soil consolidation trough 31.
[0057] After water flows into the soil-consolidating trough 31 from the first water inlet 331, some of the water flows into the arcuate grooves 511 of the blades 51 and impacts the blades 51. The blades 51 are displaced under the impact of the water flow, causing the rotating member 5 to rotate in a direction opposite to the direction of the opening of the arcuate grooves 511. The rotation of the rotating member 5 stirs the water flow in the soil-consolidating trough 31, thereby increasing the flow rate and allowing the water to be quickly discharged from the first and second drainage holes. Furthermore, during rotation, the rotating member 5 continuously sweeps across the intersection of the upper row of first drainage holes and the soil-consolidating trough 31, reducing the probability of sand and soil clogging the upper row of first drainage holes.
[0058] When the water flow impacts the groove wall of the arc-shaped groove 511, the water flow will flow along the groove wall of the arc-shaped groove 511. In the above process, the water flow will generate a vertical downward force on the blade 51, so that the pile body 2 has a tendency to continue to be inserted into the slope, reducing the probability of the pile body 2 being lifted up from the slope by the impact force of the water flow after the water flow enters the soil-fixing groove 31.
[0059] Reference Figure 2 and Figure 5 As the rotating member 5 rotates and stirs the water flow in the soil-consolidating trough 31, the arc surface 512 will form a downward vortex, accelerating the flow of water around the pile body 2 and accelerating the rapid sedimentation of sand and soil mixed in the water onto the slope surface, thereby improving the soil-consolidating effect of the soil-consolidating trough 31. In addition, when the water flow causes the soil near the water inlet 33 of the stabilizing member 3 to be washed away, forming a soil pit, and the soil pit is about to loosen the soil below the stabilizing member 3, the vortex generated by the arc surface 512 during the rotation of the rotating member 5 will drive the soil in the soil-consolidating trough 31 toward the soil pit, filling the soil pit, thereby reducing the size of the soil pit and effectively preventing further soil erosion.
[0060] The stabilizing member 3 is also equipped with a sensor 7 within the soil consolidation trough 31 for detecting the soil consolidation within the trough 31. The sensor 7 is located in a corner of the trough 31 near the water inlet 33 and is fixedly connected to the stabilizing member 3. A driving member 8 is also installed within the pile body 2 to drive the rotating member 5. The sensor 7 controls the opening and closing of the driving member 8. In this embodiment, the driving member 8 is preferably a motor.
[0061] When the sand mixed in the water flow stays in the soil consolidation trough 31, according to the flow direction of the water flow, the amount of sand and soil staying in the soil consolidation trough 31 near the water inlet 33 will be less than the amount of sand and soil staying in other positions of the soil consolidation trough 31. When the amount of sand and soil in the soil consolidation trough 31 is too much and the rotating part 5 cannot rotate under the impact of the water flow, the sensor 7 will trigger the driving part 8 to start, and the driving part 8 will drive the rotating part 5 to rotate. The rotation of the rotating part 5 will drive the excess sand and soil in the soil consolidation trough 31 to be discharged from the first water outlet 34 and the second water outlet 35 along with the water flow, and the water flow will resume circulation. When the amount of sand and soil in the soil consolidation trough 31 decreases, the sensor 7 will trigger the driving part 8 to close, and the rotating part 5 will no longer be powered by the driving part 8, but will resume being powered by the impact of the water flow.
[0062] In addition, the energy required by the driving member 8 to drive the rotating member 5 to rotate is also provided by the solar panel 4 .
[0063] The implementation principle of a slope monitoring device in the embodiment of the present application is as follows:
[0064] After the slope monitoring device is installed and fixed at a flat position on the slope, the monitoring element 1 monitors the change in the distance between itself and the adjacent monitoring element 1, thereby playing an early warning role for landslides and debris flows.
[0065] In non-rainy weather, the shielding member 22 can provide shade for the monitoring member 1, reducing the impact of direct sunlight on the monitoring member 1. At the same time, the solar panel 4 can absorb solar energy to generate energy and store it to power the monitoring member 1.
[0066] During rainy weather, when water flows down from the top of the slope to flush the slope monitoring device, the water can flow into the soil consolidation groove 31 from the water inlet 33 and then flow out from the first water outlet 34 or the second water outlet 35. This can reduce the impact of the water on the slope monitoring device and at the same time can retain some of the sand and soil lost in the soil consolidation groove 31, thereby reinforcing the soil around the slope monitoring device.
[0067] The water discharged from the first water outlet 34 and the second water outlet 35, as well as the rainwater blocked by the shielding member 22 for the monitoring member 1, will eventually flow to other positions around the slope monitoring device except the position near the water inlet 33, so that the water flow will scour the soil around the slope monitoring device more evenly, reducing the probability of unilateral scouring of the production pit by the water flow;
[0068] After the water flows into the first water inlet 331, it can drive the rotating part 5 to rotate. The rotation of the rotating part 5 can stir the water flow in the soil solidification trough 31, speed up the flow of water, and at the same time accelerate the sedimentation of sand in the soil solidification trough 31, thereby improving the soil solidification efficiency; and can drive the sand in the soil solidification trough 31 to fill the soil pit, thereby reducing the impact of the soil pit on the position stability of the slope monitoring device.
[0069] The above are all preferred embodiments of the present application, and are not intended to limit the scope of protection of the present application. Therefore, any equivalent changes made based on the structure, shape, and principle of the present application should be included in the scope of protection of the present application.
Claims
1. A slope monitoring device, characterized in that: The monitoring device comprises a monitoring component (1) for monitoring the distance between the monitoring component (1) and an adjacent slope monitoring device, a pile body (2) for fixing the monitoring component (1) on the slope, and a stabilizing component (3) for stabilizing the pile body (2), wherein the monitoring component (1) is located above the slope, the monitoring component (1) is fixedly connected to one end of the pile body (2), and the other end of the pile body (2) is vertically inserted into the interior of the slope; The stabilizing member (3) is sleeved on the pile body (2) and fixedly connected to the pile body (2). The stabilizing member (3) is provided with a soil-fixing groove (31) for fixing soil. The stabilizing member (3) is also provided with a water inlet (33) for supplying water and soil into the soil-fixing groove (31) and a plurality of first water outlet holes (34) for supplying water and soil out. The water inlet (33) and the plurality of first water outlet holes (34) are both in communication with the soil-fixing groove (31). After the pile body (2) is inserted into the slope, the end of the soil-fixing groove (31) on the stabilizing member (3) where the opening is located is inserted into the slope, the opening of the soil-fixing groove (31) is blocked by the slope, the end of the water inlet (33) away from the soil-fixing groove (31) faces the top of the slope and communicates with the outside world, and a plurality of the first water outlet holes (34) are distributed around the stabilizing member (3) and are all communicated with the outside world; It also includes a rotating member (5) capable of rotating under the drive of water flow, the rotating member (5) is rotatably connected to the pile body (2), the rotation axis of the rotating member (5) coincides with the axis of the pile body (2), and the rotating member (5) is located in the soil consolidation groove (31); The rotating member (5) includes a plurality of blades (51), the plurality of blades (51) are distributed in a circumferential array with the axis of the pile body (2) as the axis, an arc-shaped groove (511) is provided on one side of the blade (51), and a gap exists between an end of the blade (51) away from the pile body (2) and a peripheral groove wall of the soil-fixing groove (31); A driving member (8) for driving the rotating member (5) to rotate is further provided inside the pile body (2). The direction in which the driving member (8) drives the rotating member (5) to rotate is the same as the direction in which the water flow drives the rotating member (5) to rotate. A sensing member (7) for controlling the opening and closing of the driving member (8) is provided on the stabilizing member (3).
2. A slope monitoring device according to claim 1, characterized in that: A plurality of second water outlet holes (35) are further provided at one end of the stabilizing member (3) close to the monitoring member (1), one end of the second water outlet holes (35) is communicated with the soil fixing groove (31), and the other end of the second water outlet holes (35) is communicated with the outside world.
3. A slope monitoring device according to claim 2, characterized in that: A water storage tank (36) is provided at one end of the stabilizing member (3) close to the monitoring member (1), and an end of the second water outlet (35) away from the soil fixing tank (31) is communicated with the water storage tank (36); a plurality of guide grooves (37) for guiding the flow direction of water are also provided at one end of the stabilizing member (3) close to the monitoring member (1), one end of the guide groove (37) is communicated with the water storage tank (36), and the other end of the guide groove (37) leads to the peripheral side of the stabilizing member (3), and the guide groove (37) is arranged obliquely, and the end of the guide groove (37) close to the water storage tank (36) is the inclined upper end.
4. A slope monitoring device according to claim 1, characterized in that: The stabilizing member (3) is provided with a diverter plate (6) at the position of the water inlet (33), and the diverter plate (6) divides the water inlet (33) into a first water inlet (331) and a second water inlet (332), wherein the first water inlet (331) is located above the second water inlet (332), and the diverter plate (6) has an inclined diverter surface (61) on one end face facing away from the soil fixing trough (31), and the end of the diverter surface (61) close to the first water inlet (331) is an inclined upper end, and the extension direction of the inclined upper end of the diverter surface (61) passes through the blade (51).
5. The slope monitoring device according to claim 1, characterized in that: The blade (51) has a curved surface (512) on a side facing away from the curved groove (511), and the curved surface (512) is convex in a direction facing away from the curved groove (511).
6. A slope monitoring device according to claim 5, characterized in that: The stabilizing member (3) has a gripping portion (32) for enhancing gripping force at one end where the groove opening is located.
7. The slope monitoring device according to claim 1, characterized in that: It also includes a shielding member (22) for protecting the monitoring member (1), wherein the shielding member (22) is fixedly connected to the pile body (2) and is located on a side of the monitoring member (1) away from the pile body (2).
8. The slope monitoring device according to claim 7, characterized in that: A plurality of solar panels (4) for supplying energy to the monitoring component (1) and the driving component (8) are provided on the shielding component (22).
Citation Information
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