High-position rock landslide simulation test device

By designing a high-level rock landslide simulation test device with amplitude adjustment, landslide classification storage and vibration drainage functions, the problem of difficulty in collecting and analyzing stones falling under different vibration amplitudes is solved, and more accurate acquisition of experimental data is achieved.

CN119901901AActive Publication Date: 2025-04-29SICHUAN HIGHWAY PLANNING SURVEY DESIGN AND RESEARCH INSTITUTE LTD
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Patent Information

Application Number
CN202510405358.0
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-04-02
Publication Date
2025-04-29
Estimated Expiration
2045-04-02

AI Technical Summary

Technical Problem

The existing simulation test equipment is difficult to effectively collect stones that fall under different vibration amplitudes, and it is difficult to analyze the content ratio of stones to water, which affects the accuracy of the experiment.

Method used

A high-level rock landslide simulation test device is designed, with amplitude adjustment, landslide classification storage and vibration drainage mechanisms, which can adjust the classification collection and drainage treatment of gravel according to the vibration amplitude of the experimental model.

Benefits of technology

Accurate classification storage and drainage treatment of gravel falling under different vibration amplitudes is achieved, and more detailed data analysis is provided to help explore the rock damage mechanism and soil erosion.

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Abstract

The embodiment of the invention provides a high-position rock landslide simulation test device, and relates to the technical field of simulation test equipment. The high-position rock landslide simulation test device comprises a model storage mechanism, an amplitude adjusting mechanism, a landslide classification storage mechanism, a model storage mechanism and a landslide classification storage mechanism, the amplitude adjusting mechanism is located at the lower end of the model storage mechanism and used for adjusting the vibration amplitude of the model storage mechanism in the transverse movement process, and the model storage mechanism is located at the lower end of the model storage mechanism. The landslide classified storage mechanism is located at the lower end of the model storage mechanism. While the vibration amplitude of the experiment model is regulated and controlled, broken stones sliding under different vibration amplitudes can be classified and collected, the vibration draining mechanism can be driven according to the vibration amplitude of the experiment model, the filtering frame is made to drain the collected broken stones at the corresponding vibration frequency, and after an experiment is finished, the filtering frame is driven to filter the broken stones. And workers can conveniently clean or collect the broken stones and the drained water, and actual use of the workers is facilitated.
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Description

Technical Field

[0001] The present application relates to the technical field of simulation test equipment, and in particular to a high-position rock landslide simulation test device. Background Art

[0002] Rock landslides, as a geological disaster phenomenon that seriously threatens the safety and development of mountainous areas, have extremely critical research significance in many fields such as transportation infrastructure construction, mining operations, and water conservancy and hydropower project layout. In recent years, with the continuous expansion of human activities and the intensification of the impact of climate change, the frequency and potential risks of rock landslides have continued to rise, making the need for in-depth research more urgent.

[0003] In the actual rock landslide process, vibration amplitude is one of the key factors. Under different vibration amplitudes, the degree and mode of rock damage are completely different, and the size, shape, and number of the falling stones also vary significantly. However, most of the existing simulation test devices fail to effectively collect the stones that slide down under different vibration amplitudes, which makes it impossible to deeply analyze the rich information contained in these stones, and it is difficult to accurately explore the inherent mechanism of rock damage caused by different vibration intensities and the force response of rock at each stage, which in turn affects the accuracy of the simulation experiment.

[0004] At the same time, rainfall also plays a vital role in the process of rock landslides. It can not only reduce the friction between rocks through lubrication, but also change the stress state of the rock through changes in pore pressure. However, most of the existing simulation devices are not convenient for classifying and collecting the content of stones and water in the landslide, and it is difficult to analyze the mechanical mechanism and movement characteristics of rock landslides under different stone and water content ratios. It is difficult to assist in determining the cause of the landslide, and it is not convenient to evaluate the soil and water loss under different vibration amplitudes. Summary of the invention

[0005] The present application aims to solve at least one of the technical problems existing in the prior art. To this end, the present application proposes a high-level rock landslide simulation test device, which can regulate the vibration amplitude of the experimental model while classifying and collecting the crushed stones sliding down under different vibration amplitudes, and can also drive the vibration drainage mechanism according to the vibration amplitude of the experimental model, so that the filter frame drains the collected crushed stones at the corresponding vibration frequency. After the experiment, it is convenient for the staff to clean or collect the crushed stones and the drained water, which is convenient for the staff to actually use.

[0006] The high-level rock landslide simulation test device according to the embodiment of the present application includes: Model storage organization; An amplitude adjustment mechanism, the amplitude adjustment mechanism is located at the lower end of the model storage mechanism, and the amplitude adjustment mechanism adjusts the vibration amplitude of the model storage mechanism during the lateral movement; A landslide classification storage mechanism, the landslide classification storage mechanism is located at the lower end of the model storage mechanism, the landslide classification storage mechanism is located at the rear end of the amplitude adjustment mechanism, the amplitude adjustment mechanism changes the amplitude of the model storage mechanism and drives the landslide classification storage mechanism to move synchronously, the gravels generated by different amplitudes of the model storage mechanism slide into the interior of the landslide classification storage mechanism, and the landslide classification storage mechanism classifies and stores the gravels generated by different amplitudes; A vibration drainage mechanism is provided, wherein the vibration drainage mechanism is located on both sides of the lower end of the model storage mechanism, and during the vibration of the model storage mechanism, the vibration drainage mechanism is driven to vibrate and drain the gravel inside the landslide classification storage mechanism.

[0007] According to some embodiments of the present application, the model storage mechanism includes a base plate and a support frame, the upper surface of the base plate is fixedly connected to a support seat, the support frame is fixedly connected to the front end of the upper surface of the support seat, both sides of the front and rear ends of the bottom of the support frame are fixedly connected to coarse vibration springs, the upper surface of the coarse vibration spring is fixedly connected to a placement plate, and an experimental model is arranged in the middle of the upper surface of the placement plate.

[0008] According to some embodiments of the present application, the outer wall on one side of the front end of the base plate is fixedly connected to a water tank, the other side of the upper surface of the front end of the support frame is fixedly connected to a water pump, the middle part of the upper end of the support frame is fixedly connected to a spray plate, the water suction port of the water pump is fixedly connected to a liquid passing pipe, the lower end of the liquid passing pipe extends to the inner bottom of the water tank, the water outlet of the water pump is fixedly connected to a multi-way pipe, and the lower ends of the multi-way pipes are all through-connected to the spray plate.

[0009] According to some embodiments of the present application, the amplitude adjustment mechanism includes a first servo motor and a second servo motor, the first servo motor is fixedly connected to the middle part of the upper surface of the front end of the base plate, the output end of the first servo motor is fixedly connected to a one-way screw, the shaft of the one-way screw is sleeved with a one-way slide, both sides of the outer wall of the front end of the one-way slide are respectively fixedly connected to support plates, the upper surfaces of the support plates are fixedly connected to support frames, the upper surfaces of the support frames are fixedly connected to a plurality of vibrating fine springs, the upper ends of the vibrating fine springs are fixedly connected to amplitude adjustment seats, and the upper surfaces of the plurality of amplitude adjustment seats are respectively fixedly connected to a small semi-arc adjustment plate, a middle semi-arc adjustment plate and a large semi-arc adjustment plate; The second servo motor is fixedly connected to the outer wall of one side of the upper part of the support seat, and the output end of the second servo motor is fixedly connected to a rotating rod, and the outer wall of the rotating rod is fixedly connected to multiple cams, and the cams cooperate with the lower surface of the amplitude adjustment seat. The rotation of the cam causes the amplitude adjustment seat to drive the small semi-arc adjustment plate, the middle semi-arc adjustment plate and the large semi-arc adjustment plate to cooperate with the lower surface of the placement plate. The end of the rotating rod away from the second servo motor extends to the interior of the support frame and is rotatably connected to the inner wall of the lower end of the support frame.

[0010] According to some embodiments of the present application, the landslide classification and storage mechanism includes a classification box and a liquid storage box, the lower surface of the classification box is fixedly connected to the upper surface of the one-way slide, the outer wall of the upper end of the classification box is slidably connected to the inner wall of the lower end of the support frame, the classification box is located at the lower end of the placement plate, the classification box is located at the upper end of the bottom plate, the upper surface of the liquid storage box is fixedly connected to both sides of the lower surface of the classification box, a plurality of cleaning doors are hinged on both sides of the upper end of the classification box, the inner walls of both sides of the upper end of the classification box are fixedly connected to an assembly frame, the end of the assembly frame away from the classification box is fixedly connected to a support spring, the end of the support spring away from the assembly frame is fixedly connected to the cleaning door, the lower part of the cleaning door away from one end of the support spring is fixedly connected to a positioning plate, the two sides of the upper part of the inner wall of the rear end of the support seat are respectively fixedly connected to positioning strips, the support spring supports the cleaning door outward so that the cleaning door drives the positioning plate to fit the positioning strip.

[0011] According to some embodiments of the present application, a drawer is slidably connected to the interior of the lower end of the liquid storage box.

[0012] According to some embodiments of the present application, liquid through holes are respectively opened on both sides of the inner bottom surface of the classification box, and the liquid through holes penetrate into the interior of the liquid storage box.

[0013] According to some embodiments of the present application, the vibrating drainage mechanism includes a mounting plate, a first oil storage box and a second oil storage box, the two mounting plates are respectively fixedly connected to the inner walls of the lower ends of both sides of the support frame, the first oil storage boxes are respectively fixedly connected to the upper surfaces of the mounting plates, the first oil storage box is slidably connected to a first sealing plate inside, one end of the first sealing plate close to the middle of the support frame is fixedly connected to a first triangular convex plate, and both sides of the placement plate close to the lower surface of the rear end are respectively fixedly connected to lower pressure plates, and during the downward movement of the lower pressure plate, the first triangular convex plate is squeezed to drive the first sealing plate to move toward the interior of the first oil storage box; The two sides of the middle part of the upper surface of the bottom plate are respectively fixedly connected with support legs, the second oil storage box is fixedly connected to the upper ends of the support legs, the lower ends of the outer walls on both sides of the classification box are fixedly connected with assembly frames, the inner top of the assembly frame is fixedly connected with a plurality of assembly plates, the end of the assembly plate close to the classification box is fixedly connected with a plurality of first short return springs, the end of the first short return spring close to the classification box is fixedly connected with a second triangular convex plate, the end of the second triangular convex plate away from the first short return spring extends to the interior of the classification box, the interior of the second oil storage box is slidably connected with a second sealing plate, and the second sealing plate is close to the classification box. One end of the classification box is fixedly connected with an extrusion plate, and the end of the extrusion plate close to the classification box is tightly fitted with the lower end of the outer wall of one side of the second triangular convex plate, the middle part of one side of the second oil storage box is connected with an oil through pipe, and the front end of the oil through pipe is connected with the first oil storage box, and a plurality of second reset short springs are fixedly connected to the edges of the inner bottom surface of the classification box, and the upper end of the second reset short spring is fixedly connected to a filter frame, and the middle part of both sides of the lower surface of the filter frame is fixedly connected with a conductive frame, the lower surface of the conductive frame is fitted with the upper surface of the second triangular convex plate, and the inner wall of the filter frame is fixedly connected with a filter.

[0014] According to some embodiments of the present application, a long plate is fixedly connected to one end of the lower surface of the first triangular convex plate away from the first oil storage box, and a long return spring is fixedly connected to both sides of the long plate respectively, and the long return spring is fixedly connected to the lower part of the inner wall of the support frame at one end away from the long plate.

[0015] According to some embodiments of the present application, the assembly frame is slidably connected to the outer wall of the second oil storage box.

[0016] The beneficial effect of the present application is that when in use, the amplitude adjustment mechanism can accurately adjust the vibration amplitude generated by the model storage mechanism during the lateral displacement process, and the landslide classification storage mechanism will move synchronously in the process of the amplitude adjustment mechanism changing the amplitude of the model storage mechanism. In this way, the gravel that slides down due to different amplitudes of the model storage mechanism can smoothly fall into the internal area of ​​the landslide classification storage mechanism, so as to achieve the purpose of classified storage of gravel generated according to different amplitudes. At the same time, the vibration drainage mechanism will be effectively triggered and driven in the process of vibration of the model storage mechanism, and then the vibration drainage operation process will be performed on the gravel in the landslide classification storage mechanism, so as to realize further processing of the gravel and acquisition and analysis of relevant data, wherein, by starting the first servo motor to change the vibration position of the experimental model, firstly, the vibration amplitude of the experimental model can be accurately controlled, covering small, medium, large and other different amplitudes, and can fully simulate the rock landslide process under various conditions. At the same time, the landslide classification storage mechanism will classify and collect the gravel that slides down due to different vibrations, and can analyze the size and shape of the falling gravel in various vibration amplitudes, which is convenient for work. First, the staff explored the influence of different vibration intensities on the degree and mode of rock damage, and understood the force response characteristics of rock at each stage. Second, during the vibration of the model storage mechanism, the vibration drainage mechanism can be driven to work synchronously to ensure that the filter is in the corresponding vibration state, effectively ensuring the stability of the crushed stone drainage inside the classification box, and at the same time, the water leached from the crushed stone can be collected and stored, which is convenient for the staff to analyze the relationship between water content and rock properties, assist in determining the cause of landslides, and also facilitate the assessment of soil and water loss under different vibration amplitudes. Third, after the experiment, the cleaning door can be opened automatically during the movement of the amplitude adjustment mechanism, without manual operation by the staff, which is convenient for the staff to collect or clean the crushed stone in the classification box, bringing convenience to the actual use of the staff. Fourth, while regulating the vibration amplitude of the experimental model, the crushed stone that slides down under different vibration amplitudes can also be classified and collected. The vibration drainage mechanism can also be driven according to the vibration amplitude of the experimental model, so that the filter frame can drain the collected crushed stone at the corresponding vibration frequency. After the experiment, it is convenient for the staff to clean or collect the crushed stone and the leached water, which is convenient for the staff to actually use.

[0017] Additional aspects and advantages of the present application will be given in part in the description below, and in part will become apparent from the description below, or will be learned through the practice of the present application. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings required for use in the embodiments of the present application will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the present application and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other related drawings can be obtained based on these drawings without paying creative work.

[0019] Figure 1 is a schematic diagram of the three-dimensional structure of a high-level rock landslide simulation test device according to an embodiment of the present application; Figure 2 It is a three-dimensional structural schematic diagram of an amplitude adjustment mechanism, a landslide classification storage mechanism and a vibration drainage mechanism according to an embodiment of the present application; Figure 3 is a first view of a model storage mechanism according to an embodiment of the present application; Figure 4 is a second view of the model storage mechanism according to an embodiment of the present application; Figure 5 is a schematic diagram of the three-dimensional structure of the amplitude adjustment mechanism according to an embodiment of the present application; Figure 6 is a schematic diagram of the three-dimensional structure of the support base and the amplitude adjustment mechanism according to an embodiment of the present application; Figure 7 It is an assembly diagram of a model storage mechanism, an amplitude adjustment mechanism and a landslide classification storage mechanism according to an embodiment of the present application; Figure 8 is a half-section diagram of a landslide classification storage mechanism according to an embodiment of the present application; Fig. 9 is a schematic diagram of the three-dimensional structure of a landslide classification storage mechanism according to an embodiment of the present application; Fig.10 is an assembly diagram of a landslide classification storage mechanism and a vibration drainage mechanism according to an embodiment of the present application; Fig.11 is a first view of a vibration drainage mechanism according to an embodiment of the present application; Fig.12 This is a second view of the vibration drainage mechanism according to an embodiment of the present application.

[0020] Icons: 1. Model storage mechanism; 101. Bottom plate; 102. Support seat; 103. Support frame; 104. Water tank; 105. Water pump; 106. Liquid pipe; 107. Multi-way pipe; 108. Spray plate; 109. Vibration coarse spring; 110. Placement plate; 111. Experimental model; 2. Amplitude adjustment mechanism; 201. First servo motor; 202. One-way screw; 203. One-way slide plate; 204. Support plate; 205. Support frame; 206. Vibration fine spring; 207. Amplitude adjustment seat; 208. Small semi-arc adjustment plate; 209. Middle semi-arc adjustment plate; 210. Large semi-arc adjustment plate; 211. Second servo motor; 212. Rotating rod; 213. Cam; 3. Landslide classification storage mechanism; 301. Classification box; 30 2. Liquid storage box; 303. Drawer; 304. Assembly frame; 305. Support spring; 306. Cleaning door; 307. Positioning plate; 308. Positioning strip; 309. Liquid hole; 4. Vibration drainage mechanism; 401. Mounting plate; 402. First oil storage box; 403. First sealing plate; 404. First triangular convex plate; 405. Long plate; 406. Long reset spring; 407. Lower pressure plate; 408. Support leg; 409. Second oil storage box; 410. Assembly frame; 411. Assembly plate; 412. First reset short spring; 413. Second triangular convex plate; 414. Second sealing plate; 415. Extrusion plate; 416. Oil pipe; 417. Second reset short spring; 418. Filter frame; 419. Conducting frame; 420. Filter. DETAILED DESCRIPTION

[0021] The technical solutions in the embodiments of the present application will be described below in conjunction with the drawings in the embodiments of the present application.

[0022] In order to make the purpose, technical solutions and advantages of the implementation methods of this application clearer, the technical solutions in the implementation methods of this application will be clearly and completely described below in conjunction with the drawings in the implementation methods of this application. Obviously, the described implementation methods are part of the implementation methods of this application, not all of the implementation methods. Based on the implementation methods in this application, all other implementation methods obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0023] The high-level rock landslide simulation test device according to an embodiment of the present application is described below with reference to the accompanying drawings.

[0024] like Figure 1-Figure 12 As shown, the high-level rock landslide simulation test device according to the embodiment of the present application includes: a model storage mechanism 1, an amplitude adjustment mechanism 2, a landslide classification storage mechanism 3 and a vibration drainage mechanism 4.

[0025] like Figure 1 and Figure 2As shown, a model storage mechanism 1, an amplitude adjustment mechanism 2, the amplitude adjustment mechanism 2 is located at the lower end of the model storage mechanism 1, and during the lateral movement of the amplitude adjustment mechanism 2, the vibration amplitude of the model storage mechanism 1 is adjusted; a landslide classification storage mechanism 3, the landslide classification storage mechanism 3 is located at the lower end of the model storage mechanism 1, and the landslide classification storage mechanism 3 is located at the rear end of the amplitude adjustment mechanism 2, the amplitude adjustment mechanism 2 changes the amplitude of the model storage mechanism 1 while driving the landslide classification storage mechanism 3 to move synchronously, and the gravel generated by different amplitudes of the model storage mechanism 1 slides into the interior of the landslide classification storage mechanism 3, and the landslide classification storage mechanism 3 classifies and stores the gravel generated by different amplitudes; a vibration drainage mechanism 4, the vibration drainage mechanism 4 is located on both sides of the lower end of the model storage mechanism 1, and during the vibration of the model storage mechanism 1, the vibration drainage mechanism 4 is driven to vibrate and drain the gravel inside the landslide classification storage mechanism 3.

[0026] When in use, the amplitude regulating mechanism 2 can accurately adjust the vibration amplitude generated by the model storage mechanism 1 during the lateral displacement process, and the landslide classification storage mechanism 3 will move synchronously when the amplitude regulating mechanism 2 changes the amplitude of the model storage mechanism 1. In this way, the gravel that slides down due to different amplitudes of the model storage mechanism 1 can smoothly fall into the internal area of ​​the landslide classification storage mechanism 3, so as to achieve the purpose of classifying and storing the gravel generated according to different amplitudes. At the same time, the vibration drainage mechanism 4 will be effectively triggered and driven in the process of vibration of the model storage mechanism 1, and then the vibration drainage operation process will be executed on the gravel in the landslide classification storage mechanism 3, so as to realize further processing of the gravel and acquisition and analysis of relevant data.

[0027] like Figure 3 and Figure 4The model storage mechanism 1 includes a bottom plate 101 and a support frame 103. The upper surface of the bottom plate 101 is fixedly connected with a support seat 102. The support frame 103 is fixedly connected to the front end of the upper surface of the support seat 102. The front and rear ends of the inner bottom of the support frame 103 are respectively fixedly connected with a coarse vibration spring 109. The upper surface of the coarse vibration spring 109 is fixedly connected with a placement plate 110. The middle part of the upper surface of the placement plate 110 is provided with an experimental model 111. The outer wall of one side of the front end of the bottom plate 101 is fixedly connected with a water storage tank 104. The other side of the upper surface of the front end of the support frame 103 is fixedly connected with a water pump 105. The middle part of the upper end of the support frame 103 is fixedly connected with a spray plate. 108, the water suction port of the water pump 105 is fixedly connected with a liquid passing pipe 106, the lower end of the liquid passing pipe 106 extends to the inner bottom of the water tank 104, and the water outlet of the water pump 105 is fixedly connected with a multi-way pipe 107, and the lower ends of the multi-way pipes 107 are all connected with the spray plate 108. In the simulation experiment, if the spraying is turned on to simulate the rainfall environment, the water in the water tank 104, under the action of the water pump 105, reaches the spray plate 108 through the liquid passing pipe 106 and the multi-way pipe 107, and sprays the experimental model 111. The water flow scouring the experimental model 111 further promotes the sliding of gravel and the formation of landslides, and also simulates the influence of rainwater on rock landslides.

[0028] like Figure 5 and Figure 6The amplitude adjustment mechanism 2 includes a first servo motor 201 and a second servo motor 211. The first servo motor 201 is fixedly connected to the middle of the upper surface of the front end of the bottom plate 101. The output end of the first servo motor 201 is fixedly connected to a one-way screw 202. The rod body of the one-way screw 202 is sleeved with a one-way slide 203. Both sides of the outer wall of the front end of the one-way slide 203 are fixedly connected to support plates 204 respectively. The upper surfaces of the support plates 204 are fixedly connected to support frames 205. The upper surfaces of the support frames 205 are fixedly connected to a plurality of vibrating fine springs 206. The upper ends of the vibrating fine springs 206 are fixedly connected to There is an amplitude adjustment seat 207, and the upper surfaces of the plurality of amplitude adjustment seats 207 are respectively fixedly connected with a small semi-arc adjustment plate 208, a middle semi-arc adjustment plate 209 and a large semi-arc adjustment plate 210, a second servo motor 211 is fixedly connected to the outer wall of one side of the upper part of the support seat 102, and the output end of the second servo motor 211 is fixedly connected with a rotating rod 212, and the outer walls of the rotating rod 212 are fixedly connected with a plurality of cams 213, and the cams 213 are all matched with the lower surface of the amplitude adjustment seat 207, and the cams 213 rotate to make the amplitude adjustment seat 207 drive the small semi-arc adjustment plate 208, the middle semi-arc adjustment plate 209 and the large semi-arc adjustment plate The adjusting plate 210 cooperates with the lower surface of the placing plate 110, and the end of the rotating rod 212 away from the second servo motor 211 extends to the inside of the support frame 103 and is rotatably connected to the inner wall of the lower end of the support frame 103. Specifically, the first servo motor 201 is started according to the type of simulation experiment. When the experimental model 111 needs to be vibrated with a medium amplitude, the first servo motor 201 drives the one-way screw 202 to rotate, so that the one-way slide plate 203 moves laterally. At this time, the one-way slide plate 203 drives the support frame 205, the amplitude adjustment seat 207, the small semi-arc adjustment plate 208, the middle semi-arc adjustment plate 209 and the large semi-arc adjustment plate The arc adjustment plate 210 moves synchronously. When the middle semi-arc adjustment plate 209 and the corresponding lower amplitude adjustment seat 207 move to the top of the cam 213, the second servo motor 211 is started. At this time, the second servo motor 211 drives the rotating rod 212 to rotate, and the cam 213 on the rotating rod 212 cooperates with the corresponding amplitude adjustment seat 207. When the cam 213 rotates, the amplitude adjustment seat 207 drives the middle semi-arc adjustment plate 209 to cooperate with the lower surface of the placement plate 110 to change the amplitude of the placement plate 110. As the amplitude changes, the experimental model 111 produces different degrees of vibration, resulting in the sliding of gravel in the rock landslide.

[0029] like Figure 7 , Figure 8 and Fig. 9The landslide classification storage mechanism 3 includes a classification box 301 and a liquid storage box 302. The lower surface of the classification box 301 is fixedly connected to the upper surface of the one-way slide 203. The outer wall of the upper end of the classification box 301 is slidably connected to the inner wall of the lower end of the support frame 103. The classification box 301 is located at the lower end of the placement plate 110. The classification box 301 is located at the upper end of the bottom plate 101. The upper surface of the liquid storage box 302 is fixedly connected to both sides of the lower surface of the classification box 301. A plurality of cleaning doors 306 are hinged on both sides of the classification box 301, and the inner walls on both sides of the upper end of the classification box 301 are fixedly connected to the assembly rack 304, and the end of the assembly rack 304 away from the classification box 301 is fixedly connected to the support spring 305, and the end of the support spring 305 away from the assembly rack 304 is fixedly connected to the cleaning door 306, and the lower part of the cleaning door 306 away from the end of the support spring 305 is fixedly connected to the positioning plate 307, and the two sides of the upper part of the inner wall of the rear end of the support seat 102 are respectively fixedly connected There is a positioning bar 308, and the support spring 305 supports the cleaning door 306 outward, so that the cleaning door 306 drives the positioning plate 307 to fit with the positioning bar 308. The lower end of the liquid storage box 302 is internally slidably connected to the drawer 303, and the two sides of the inner bottom surface of the classification box 301 are respectively provided with liquid holes 309, and the liquid holes 309 penetrate into the interior of the liquid storage box 302. Specifically, the amplitude adjustment mechanism 2 drives the middle semi-arc adjustment plate 209 to change the amplitude of the placement plate 110, while also causing the classification box 301 connected thereto to move synchronously to the corresponding position. The sliding gravel will fall into the corresponding stone storage position of the classification box 301 according to the current amplitude. It is convenient for the staff to classify, count and analyze the distribution and quantity of gravel under different amplitude conditions, clearly understand the influence of different vibration intensities on the sliding of gravel in rock landslides, and facilitate comparison of the results under different experimental conditions. It is of great help to study the movement law of gravel in rock landslides.

[0030] like Fig.10 , Fig.11 and Fig.12As shown, the vibration drainage mechanism 4 includes a mounting plate 401, a first oil storage box 402 and a second oil storage box 409. The two mounting plates 401 are respectively fixedly connected to the inner walls of the lower ends of the support frame 103 on both sides. The first oil storage box 402 is respectively fixedly connected to the upper surface of the mounting plate 401. The first oil storage box 402 is slidably connected to the inside of the first oil storage box 402. The first sealing plate 403 is fixedly connected to one end of the first sealing plate 403 close to the middle of the support frame 103. The lower pressing plate 407 is respectively fixedly connected to both sides of the lower surface of the rear end of the placement plate 110. During the downward movement of the lower pressing plate 407, the first triangular convex plate 404 is squeezed to drive the first sealing plate 403 to move toward the inside of the first oil storage box 402. The middle of the upper surface of the bottom plate 101 The two sides are fixedly connected with support legs 408, the second oil storage box 409 is fixedly connected to the upper end of the support legs 408, the lower ends of the outer walls of the two sides of the classification box 301 are fixedly connected with an assembly frame 410, and the inner top of the assembly frame 410 is fixedly connected with a plurality of assembly plates 411, and the end of the assembly plate 411 close to the classification box 301 is fixedly connected with a plurality of first return short springs 412, and the end of the first return short spring 412 close to the classification box 301 is fixedly connected with a second triangular convex plate 413, and the end of the second triangular convex plate 413 away from the first return short spring 412 extends to the interior of the classification box 301, and the interior of the second oil storage box 409 is slidably connected with a second sealing plate 414, and the end of the second sealing plate 414 close to the classification box 301 is fixedly connected A squeezing plate 415 is connected, and one end of the squeezing plate 415 close to the classification box 301 is tightly fitted with the lower end of the outer wall of one side of the second triangular convex plate 413, and the middle part of one side of the second oil storage box 409 is connected with an oil pipe 416, and the front end of the oil pipe 416 is connected with the first oil storage box 402, and a plurality of second reset short springs 417 are fixedly connected to the edges of the inner bottom surface of the classification box 301, and the upper end of the second reset short spring 417 is fixedly connected to a filter frame 418, and the middle part of both sides of the lower surface of the filter frame 418 is fixedly connected with a conductive frame 419, and the lower surface of the conductive frame 419 is fitted with the upper surface of the second triangular convex plate 413, and the inner wall of the filter frame 418 is fixedly connected with a filter screen 420, and the lower surface of the first triangular convex plate 404 is away from the second One end of an oil storage box 402 is fixedly connected to a long plate 405, and both sides of the long plate 405 are respectively fixedly connected to a long return spring 406, and one end of the long return spring 406 away from the long plate 405 is fixedly connected to the lower part of the inner wall of the support frame 103, and the assembly frame 410 is slidably connected to the outer wall of the second oil storage box 409. Specifically, during the vibration of the model storage mechanism 1, the lower pressure plate 407 on the lower surface of the placement plate 110 will move synchronously with the amplitude of the placement plate 110. At this time, the lower pressure plate 407 moves downward and squeezes the first triangular convex plate 404, driving the first sealing plate 403 to move in the first oil storage box 402, and the hydraulic oil in the first oil storage box 402 enters the second oil storage box 409 through the oil pipe 416, pushing the second sealing plate 414 to move.The squeezing plate 415 squeezes the second triangular convex plate 413. At this time, the second triangular convex plate 413 makes the filter frame 418 vibrate up and down through the conductive frame 419. The filter screen 420 in the filter frame 418 vibrates and drains the gravel in the classification box 301. The drained water flows into the liquid storage box 302 through the liquid hole 309 on the bottom surface of the classification box 301. The drawer 303 at the lower end of the liquid storage box 302 can conveniently take out the stored liquid, so as to analyze and study the drainage situation later. The vibration position of the experimental model 111, firstly, can accurately control the vibration amplitude of the experimental model 111, covering small, medium, large and other different amplitudes, can fully simulate the rock landslide process under various conditions, and at the same time, the landslide classification storage mechanism 3 can classify and collect the crushed stones that slide down with different vibrations, and can analyze the size and shape of the falling crushed stones in various vibration amplitudes, so that the staff can explore the influence of different vibration intensities on the degree and mode of rock damage, and understand the force response characteristics of rock at various stages. Secondly, in the vibration of the model storage mechanism 1 During the process, the vibration drainage mechanism 4 can be driven to work synchronously to ensure that the filter screen 420 is in a corresponding vibration state, effectively ensuring the stability of the gravel drainage inside the classification box 301, and at the same time, the water drained from the gravel can be collected and stored, so as to facilitate the staff to analyze the relationship between water content and rock characteristics, assist in determining the cause of landslides, and also facilitate the assessment of soil and water loss under different vibration amplitudes. Third, after the experiment, the cleaning door 306 can be opened automatically during the movement of the amplitude adjustment mechanism 2, without the need for manual operation by the staff, so that the staff can collect or clean the gravel in the classification box 301, which brings convenience to the actual use of the staff. Fourth, while regulating the vibration amplitude of the experimental model 111, the gravel sliding down at different vibration amplitudes can also be classified and collected. The vibration drainage mechanism 4 can also be driven according to the vibration amplitude of the experimental model 111, so that the filter frame 418 drains the collected gravel at the corresponding vibration frequency. After the experiment, it is convenient for the staff to clean or collect the gravel and drained water, which is convenient for the staff to actually use.

[0031] Specifically, the working principle of the high-position rock landslide simulation test device is as follows: first, the first servo motor 201 is started according to the type of simulation experiment. When the experimental model 111 needs to be vibrated with a medium amplitude, the first servo motor 201 drives the one-way screw 202 to rotate, so that the one-way slide 203 moves laterally. At this time, the one-way slide 203 drives the support frame 205, the amplitude adjustment seat 207, the small semi-arc adjustment plate 208, the middle semi-arc adjustment plate 209 and the large semi-arc adjustment plate 210 to move synchronously. When the middle semi-arc adjustment plate 209 and the corresponding lower amplitude adjustment seat 207 move to the top of the cam 213, the second servo motor 211 is started. At this time, the second servo motor 211 drives the rotating rod 212 to rotate, and the cam 213 on the rotating rod 212 is aligned with the corresponding The amplitude adjustment seat 207 cooperates with the amplitude adjustment seat 207. When the cam 213 rotates, the amplitude adjustment seat 207 drives the middle semi-arc adjustment plate 209 to cooperate with the lower surface of the placement plate 110 to change the amplitude of the placement plate 110. As the amplitude changes, the experimental model 111 produces different degrees of vibration, resulting in the sliding of gravel in the rock landslide. At this time, the amplitude adjustment mechanism 2 drives the middle semi-arc adjustment plate 209 to change the amplitude of the placement plate 110, and also makes the classification box 301 connected thereto move to the corresponding position synchronously. The sliding gravel will fall into the corresponding stone storage position of the classification box 301 according to the current amplitude. It is convenient for the staff to classify, count and analyze the distribution and quantity of gravel under different amplitude conditions, and clearly understand the effects of different vibration intensities on the rock landslide. The influence of the falling of gravel is convenient for comparing the difference of results under different experimental conditions, which is of great help to the study of the movement law of gravel in rock landslide. During the vibration of the model, if the spray is turned on to simulate the rainfall environment, the water in the water tank 104, under the action of the water pump 105, reaches the spray plate 108 through the liquid pipe 106 and the multi-way pipe 107, and sprays the experimental model 111. The water flow scours the experimental model 111, further promoting the falling of gravel and the formation of landslide, and also simulating the influence of rain on rock landslide. During the vibration of the model storage mechanism 1, the lower pressure plate 407 on the lower surface of the placement plate 110 will move synchronously with the amplitude of the placement plate 110. At this time, the lower pressure plate 407 moves downward and squeezes the first triangular convex plate 404, driving the first dense The sealing plate 403 moves in the first oil storage box 402, and the hydraulic oil in the first oil storage box 402 enters the second oil storage box 409 through the oil pipe 416, pushing the second sealing plate 414 to move, so that the extrusion plate 415 squeezes the second triangular convex plate 413. At this time, the second triangular convex plate 413 makes the filter frame 418 vibrate up and down through the conductive frame 419, and the filter screen 420 in the filter frame 418 vibrates and drains the gravel in the classification box 301. The drained water flows into the liquid storage box 302 through the liquid hole 309 on the bottom surface of the classification box 301. The drawer 303 at the lower end of the liquid storage box 302 can easily take out the stored liquid, so as to analyze and study the drainage situation. At the same time, when conducting a medium-amplitude vibration experiment on the experimental model 111, as the vibration continues,The condition of the stone particles sliding down on the surface of the experimental model 111 will change accordingly according to the vibration amplitude. At this time, the lower pressure plate 407 moves up and down synchronously with the vibration amplitude of the placement plate 110. Because it is a medium-amplitude vibration, the stroke of the lower pressure plate 407 pressing the first triangular convex plate 404 downward is only half, thereby driving the filter frame 418 to produce a medium-amplitude vibration adapted thereto, ensuring that the filter screen 420 is in an ideal state when processing gravel drainage, which not only avoids excessive bouncing of gravel due to excessive amplitude, exceeding the effective filtering area of ​​the filter screen 420, resulting in incomplete drainage or even the chaos of gravel splashing everywhere, but also prevents the gravel from accumulating in large quantities on the filter screen 420 due to too small amplitude and being unable to be fully turned over, ultimately leading to the undesirable situation of seriously low drainage efficiency and a large amount of residual water, thereby effectively improving the accuracy and effectiveness of the drainage process. When it is necessary to vibrate the experimental model 111 with different amplitudes, such as small or large amplitude vibrations, it is only necessary to adjust the unidirectional slide plate 203 through the first servo motor 201. position, so that the small semi-arc adjustment plate 208 or the large semi-arc adjustment plate 210 moves to the top of the cam 213, and the above corresponding operations are repeated, thereby comprehensively simulating the rock landslide process under different conditions, and classifying, collecting, analyzing and studying the gravel and related conditions generated therefrom. Finally, when the experiment is completed and the gravel inside the classification box 301 needs to be cleaned, the first servo motor 201 is started again to make the one-way slide plate 203 drive the classification box 301 to move to the rear end of the support seat 102. At this time, the cleaning door 306 will be opened to the outside of the classification box 301 under the action of the support spring 305. The positioning plate 307 is continuously limited by the positioning bar 308 during the movement, thereby limiting the opening angle of the cleaning door 306, so that the cleaning door 306 can be reset again during the resetting process of the classification box 301, thereby not affecting the normal use of the equipment. By opening the cleaning door 306, the gravel inside the classification box 301 can be easily cleaned, which brings convenience to the actual use of the staff.

[0032] It should be noted that the models and specifications of the first servo motor 201 and the second servo motor 211 need to be selected and determined according to the actual specifications of the device, and the specific selection calculation method adopts the existing technology in the field, so it will not be repeated in detail.

[0033] The power supply and principle of the first servo motor 201 and the second servo motor 211 are clear to those skilled in the art and will not be described in detail herein.

[0034] The above are only embodiments of the present application and are not intended to limit the scope of protection of the present application. For those skilled in the art, the present application may have various changes and variations. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present application should be included in the scope of protection of the present application. It should be noted that similar reference numerals and letters represent similar items in the following drawings, so once an item is defined in one drawing, it does not need to be further defined and explained in the subsequent drawings.

[0035] The above are only specific implementations of the present application, but the protection scope of the present application is not limited thereto. Any technician familiar with the technical field can easily think of changes or substitutions within the technical scope disclosed in the present application, which should be included in the protection scope of the present application. Therefore, the protection scope of the present application should be based on the protection scope of the claims.

Claims

1. A high-level rock landslide simulation test device, characterized in that: include: Model storage mechanism (1); An amplitude adjustment mechanism (2), the amplitude adjustment mechanism (2) being located at the lower end of the model storage mechanism (1), and adjusting the vibration amplitude of the model storage mechanism (1) during the lateral movement of the amplitude adjustment mechanism (2); A landslide classification storage mechanism (3), the landslide classification storage mechanism (3) being located at the lower end of the model storage mechanism (1), the landslide classification storage mechanism (3) being located at the rear end of the amplitude adjustment mechanism (2), the amplitude adjustment mechanism (2) changing the amplitude of the model storage mechanism (1) while driving the landslide classification storage mechanism (3) to move synchronously, the crushed stones generated by different amplitudes of the model storage mechanism (1) sliding into the interior of the landslide classification storage mechanism (3), and the landslide classification storage mechanism (3) classifies and stores the crushed stones generated by different amplitudes; A vibration drainage mechanism (4), the vibration drainage mechanism (4) being located on both sides of the lower end of the model storage mechanism (1), and the vibration drainage mechanism (4) being driven to vibrate and drain the gravel inside the landslide classification storage mechanism (3) during the vibration of the model storage mechanism (1).

2. The high-level rock landslide simulation test device according to claim 1 is characterized in that: The model storage mechanism (1) comprises a bottom plate (101) and a support frame (103); the upper surface of the bottom plate (101) is fixedly connected to a support seat (102); the support frame (103) is fixedly connected to the front end of the upper surface of the support seat (102); both sides of the front end and the rear end of the bottom of the support frame (103) are fixedly connected to coarse vibration springs (109) respectively; the upper surface of the coarse vibration spring (109) is fixedly connected to a placement plate (110); and an experimental model (111) is arranged in the middle of the upper surface of the placement plate (110).

3. The high-level rock landslide simulation test device according to claim 2 is characterized in that: The outer wall of one side of the front end of the bottom plate (101) is fixedly connected to a water storage tank (104); the other side of the upper surface of the front end of the support frame (103) is fixedly connected to a water pump (105); the middle part of the upper end of the support frame (103) is fixedly connected to a spray plate (108); the water suction port of the water pump (105) is fixedly connected to a liquid passage pipe (106); the lower end of the liquid passage pipe (106) extends to the inner bottom of the water storage tank (104); the water outlet of the water pump (105) is fixedly connected to a multi-way pipe (107); the lower ends of the multi-way pipes (107) are all connected to the spray plate (108).

4. The high-position rock landslide simulation test device according to claim 2 is characterized in that: The amplitude adjustment mechanism (2) comprises a first servo motor (201) and a second servo motor (211); the first servo motor (201) is fixedly connected to the middle of the front upper surface of the base plate (101); the output end of the first servo motor (201) is fixedly connected to a one-way screw rod (202); the shaft of the one-way screw rod (202) is sleeved with a one-way slide plate (203); both sides of the front outer wall of the one-way slide plate (203) are fixedly connected to support plates (204); the upper surfaces of the support plates (204) are fixedly connected to support frames (205); the upper surfaces of the support frames (205) are fixedly connected to a plurality of fine vibration springs (206); the upper ends of the fine vibration springs (206) are fixedly connected to amplitude adjustment seats (207); the upper surfaces of the plurality of amplitude adjustment seats (207) are fixedly connected to a small semi-arc adjustment plate (208), a middle semi-arc adjustment plate (209) and a large semi-arc adjustment plate (210); The second servo motor (211) is fixedly connected to the outer wall of one side of the upper part of the support seat (102); the output end of the second servo motor (211) is fixedly connected to a rotating rod (212); the outer wall of the rotating rod (212) is fixedly connected to a plurality of cams (213); the cams (213) are mutually matched with the lower surface of the amplitude adjustment seat (207); the cams (213) rotate so that the amplitude adjustment seat (207) drives the small semi-arc adjustment plate (208), the middle semi-arc adjustment plate (209) and the large semi-arc adjustment plate (210) to match with the lower surface of the placement plate (110); the rotating rod (212) extends from one end of the second servo motor (211) to the inside of the support frame (103) and is rotatably connected to the inner wall of the lower end of the support frame (103).

5. The high-position rock landslide simulation test device according to claim 4 is characterized in that: The landslide classification storage mechanism (3) comprises a classification box (301) and a liquid storage box (302); the lower surface of the classification box (301) is fixedly connected to the upper surface of the one-way slide (203); the outer wall of the upper end of the classification box (301) is slidably connected to the inner wall of the lower end of the support frame (103); the classification box (301) is located at the lower end of the placement plate (110); the classification box (301) is located at the upper end of the bottom plate (101); the upper surface of the liquid storage box (302) is fixedly connected to both sides of the lower surface of the classification box (301); both sides of the upper end of the classification box (301) are hinged with a plurality of cleaning doors (306); and both sides of the upper end of the classification box (301) are provided with a plurality of cleaning doors (306). The inner wall of the support seat (102) is fixedly connected to an assembly rack (304), one end of the assembly rack (304) away from the classification box (301) is fixedly connected to a support spring (305), one end of the support spring (305) away from the assembly rack (304) is fixedly connected to the cleaning door (306), a positioning plate (307) is fixedly connected to the lower part of the cleaning door (306) away from the end of the support spring (305), and positioning strips (308) are fixedly connected to both sides of the upper part of the inner wall at the rear end of the support seat (102), and the support spring (305) supports the cleaning door (306) outwardly, so that the cleaning door (306) drives the positioning plate (307) to fit with the positioning strip (308).

6. The high-level rock landslide simulation test device according to claim 5, characterized in that: A drawer (303) is slidably connected to the interior of the lower end of the liquid storage box (302).

7. The high-level rock landslide simulation test device according to claim 5, characterized in that: Liquid through holes (309) are respectively provided on both sides of the inner bottom surface of the classification box (301), and the liquid through holes (309) penetrate into the interior of the liquid storage box (302).

8. The high-position rock landslide simulation test device according to claim 5, characterized in that: The vibration drainage mechanism (4) comprises a mounting plate (401), a first oil storage box (402) and a second oil storage box (409), the two mounting plates (401) are respectively fixedly connected to the inner walls of the lower ends of the support frame (103), the first oil storage box (402) is respectively fixedly connected to the upper surface of the mounting plate (401), the first oil storage box (402) is slidably connected to the inside of the first oil storage box (402), the first sealing plate (403) is fixedly connected to one end of the first sealing plate (403) close to the middle of the support frame (103), and the lower pressing plates (407) are respectively fixedly connected to the two sides of the lower surface of the placement plate (110) close to the rear end, and the lower pressing plate (407) squeezes the first triangular convex plate (404) during the downward movement so that it drives the first sealing plate (403) to move toward the inside of the first oil storage box (402); Support legs (408) are fixedly connected to both sides of the middle of the upper surface of the bottom plate (101), the second oil storage box (409) is fixedly connected to the upper ends of the support legs (408), the lower ends of the outer walls of both sides of the classification box (301) are fixedly connected to an assembly frame (410), the inner top of the assembly frame (410) is fixedly connected to a plurality of assembly plates (411), the end of the assembly plate (411) close to the classification box (301) is fixedly connected to a plurality of first short return springs (412), the end of the first short return spring (412) close to the classification box (301) is fixedly connected to a second triangular convex plate (413), the end of the second triangular convex plate (413) away from the first short return spring (412) extends to the interior of the classification box (301), the interior of the second oil storage box (409) is slidably connected to a second sealing plate (414), the second sealing plate (414) is close to the classification box (301), and the second sealing plate (414) is fixedly connected to the classification box (301). An extrusion plate (415) is fixedly connected to one end near the classification box (301), and one end of the extrusion plate (415) near the classification box (301) is tightly fitted with the lower end of the outer wall of one side of the second triangular convex plate (413). An oil pipe (416) is connected through the middle of one side of the second oil storage box (409), and the front end of the oil pipe (416) is connected through the first oil storage box (402). A plurality of second short return springs (417) are fixedly connected to the edges of the inner bottom surface of the classification box (301), and the upper ends of the second short return springs (417) are fixedly connected to a filter frame (418). Conductive frames (419) are fixedly connected to the middle of both sides of the lower surface of the filter frame (418), and the lower surface of the conductive frame (419) is fitted with the upper surface of the second triangular convex plate (413). A filter screen (420) is fixedly connected to the inner wall of the filter frame (418).

9. The high-level rock landslide simulation test device according to claim 8, characterized in that: A long plate (405) is fixedly connected to one end of the lower surface of the first triangular convex plate (404) away from the first oil storage box (402), and long return springs (406) are fixedly connected to both sides of the long plate (405), and one end of the long return spring (406) away from the long plate (405) is fixedly connected to the lower part of the inner wall of the support frame (103).

10. The high-position rock landslide simulation test device according to claim 8, characterized in that: The assembly frame (410) is slidably connected to the outer wall of the second oil storage box (409).

Citation Information

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