Multi-scene dangerous rock collapse test simulation device and use method thereof
By designing a multi-scenario dangerous rock collapse test simulation device and adopting a transparent box and modular design, dangerous rock collapse simulation under multiple conditions is realized, which solves the problem of low simulation efficiency in existing technologies and improves the experimental observation and data recording capabilities.
Patent Information
- Application Number
- CN202510742232.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-06-03
- Publication Date
- 2025-09-05
AI Technical Summary
Existing technologies are unable to efficiently simulate the dangerous rock collapse process in multiple scenarios. Due to the limitations of the temporal and spatial resolution of in-situ monitoring technology, it is impossible to accurately predict the collapse disaster threshold.
A simulation device was designed, which includes a transparent box, a gantry crane assembly, a slide, a crack displacement meter, a fully automatic high-speed camera and an adjustable precipitation simulator. By adjusting the slope, temperature and precipitation conditions, different dangerous rock collapse scenarios were simulated, and the experimental data were recorded using a full-time camera.
It realizes the simulation of dangerous rock collapse in multiple scenarios and conditions, improves the observation and recording efficiency and data preservation capabilities of the experiment, has universality and high efficiency, and is suitable for rapid deployment in open-air and laboratory scenarios.
Smart Images

Figure CN120594798A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of dangerous rock masses, and in particular to a simulation device for multi-scenario dangerous rock collapse tests and a method for using the same. Background Art
[0002] Collapse refers to the geological phenomenon in which rock, soil or debris on a steep slope suddenly separates from the parent body due to gravity and rapidly falls, rolls or accumulates. Dangerous rock collapse refers to the sudden instability and destruction of the rock-soil complex on a steep rock slope along the dominant structural surface under the coupling of self-weight stress, seismic load, precipitation infiltration and external forces, causing the block to separate from the parent body and migrate to the foot of the slope through multi-modal dynamic processes such as toppling, shear slip, free fall and collision rolling, eventually forming a type of surface geological disaster with disordered accumulation. Among them, dangerous rock refers specifically to the rock mass on a steep slope that exhibits time-dependent deformation characteristics such as structural surface expansion, displacement monitoring anomalies or fissure seepage due to structural surface degradation, stress field adjustment or changes in hydrological conditions, and is a rock and soil unit (i.e., potential collapse source material) with the potential for instability and destruction.
[0003] Many factors can cause landslides, including earthquakes, precipitation and snowfall, surface erosion and soaking, and irrational human activities. Atmospheric precipitation events, through the coupling mechanism of transient pore water pressure surges and attenuated rock matrix suction, can cause structural deterioration (weakening cohesion and decreasing internal friction angles) in the rock mass. This leads to a progressive expansion of the dominant structural plane, ultimately resulting in sudden instability from a critically stable state. Given that the mechanism of landslide disasters involves complex multi-field coupling mechanisms and is limited by the spatiotemporal resolution of in-situ monitoring technology, current research relies on multi-physics coupling test platforms (such as rainfall-vibration-seepage composite simulation systems) to construct scaled models of similar geomechanical materials to conduct quantitative inversion of rock mass instability processes and determine catastrophic thresholds. Summary of the Invention
[0004] In order to solve the above problems, the present invention provides a multi-scenario dangerous rock collapse test simulation device and a method of using the same, so as to achieve the purpose of multi-scenario and high-efficiency simulation effects.
[0005] To achieve the above object, the present invention provides the following solutions:
[0006] A multi-scenario dangerous rock collapse test simulation device includes an electronic data processor, a temperature regulator, a transparent box, a gantry crane assembly arranged in the box, a chute arranged on the gantry crane assembly, crack displacement meters arranged above the chute from bottom to top, a fully automatic high-speed camera and an adjustable precipitation simulator, the temperature regulator is used to adjust the temperature in the box, the electronic data processor is used to collect data from the temperature regulator, the crack displacement meter and the high-speed camera, and the gantry crane assembly is used to control the slope of the chute.
[0007] Preferably, the slide chute comprises an inclined section connected to the gantry crane assembly and a straight section connected to the inclined section, and the straight section is hinged to the inclined section.
[0008] Preferably, the inclined section and the straight section both include a support frame and a slide main body detachably connected to the support frame, and the slide main body includes a slide bottom plate and two slide side plates respectively arranged on both sides of the slide bottom plate and perpendicular to the slide bottom plate.
[0009] Preferably, the gantry crane assembly includes a portal frame and a lifting device arranged on a crossbeam of the portal frame, and one end of the inclined section is arranged on the lifting device.
[0010] Preferably, it further comprises brackets evenly spaced along the direction of the inclined section and arranged on the outer wall of the chute side plate of the inclined section, and the crack displacement meter is arranged on the brackets and located above the chute body.
[0011] Preferably, the box body includes a bottom plate, side plates arranged on the bottom plate and sequentially connected and enclosed, and a top plate arranged on the side plates.
[0012] Preferably, the side panels are made of transparent tempered glass.
[0013] Preferably, the bottom plate is provided with supporting legs, and the supporting legs are provided with adsorption devices.
[0014] Preferably, at least four precipitation simulation devices are provided and are evenly spaced on the top plate.
[0015] A method for using a multi-scenario dangerous rock collapse test simulation device comprises the following steps:
[0016] After checking each module and ensuring it is normal, turn on each module;
[0017] Use the gantry crane assembly to adjust the slope of the chute and replace the chute bottom plate that meets the test scenario;
[0018] Place rock and soil in the chute and adjust the temperature conditions;
[0019] regulating precipitation conditions;
[0020] Observe and collect data;
[0021] Analyze and study the experimental results.
[0022] Compared with the prior art, the present invention has achieved the following technical effects:
[0023] 1. The present invention uses a transparent box to facilitate experimental observation and recording. The slope and rock and soil mass can be adjusted, the temperature can be adjusted, and rainfall can be simulated. The chute bottom plate can be replaced to simulate different dangerous rock collapse scenarios, which has a certain universality. The entire process is recorded by a camera, so that each experiment can be saved for subsequent research.
[0024] 2. This modular mobile solution breaks through the space limitations of traditional experimental equipment. Its modular, detachable structure allows for rapid deployment in various locations (including open-air environments and laboratory scenarios), meeting the needs of multi-scale geological simulations. BRIEF DESCRIPTION OF THE DRAWINGS
[0025] In order to more clearly illustrate the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.
[0026] Figure 1 It is a schematic diagram of the overall structure of the present invention;
[0027] Figure 2 Schematic diagram of the operation process;
[0028] Figure 3 This is a side view of the gantry crane assembly and the slideway in the present invention;
[0029] Figure 4 This is a schematic top view of the chute bottom plate of the present invention;
[0030] Figure 5 This is a schematic diagram of the position of the chute and high-speed camera in the present invention;
[0031] Among them, 1. Electronic data processor; 2. Temperature regulator; 3. Fully automatic high-speed camera; 4. Adjustable precipitation simulator; 5. Gantry crane assembly; 6. Removable chute side panels; 7. Removable chute bottom panel; 8. Box; 9. Crack displacement meter. DETAILED DESCRIPTION
[0032] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. All other embodiments obtained by ordinary technicians in this field based on the embodiments of the present invention without making any creative efforts shall fall within the scope of protection of the present invention.
[0033] The present invention provides a multi-scenario dangerous rock collapse test simulation device and a use method thereof, thereby achieving the purpose of multi-scenario and high-efficiency simulation effects.
[0034] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the present invention is further described in detail below with reference to the accompanying drawings and specific embodiments.
[0035] refer to Figures 1 to 5 A multi-scenario dangerous rock collapse test simulation device includes an electronic data processor, a temperature regulator, a transparent box, a gantry crane assembly arranged in the box, a chute arranged on the gantry crane assembly, crack displacement meters arranged above the chute from bottom to top, a fully automatic high-speed camera and an adjustable precipitation simulator, the temperature regulator is used to adjust the temperature in the box, the electronic data processor is used to collect data from the temperature regulator, the crack displacement meter and the high-speed camera, and the gantry crane assembly is used to control the slope of the chute; the present invention adopts a transparent box to facilitate observation and recording of the experiment, the slope and rock and soil are adjustable, and the temperature is adjustable , rainfall can be simulated, and the bottom plate of the chute can be replaced to simulate different dangerous rock collapse scenarios, which has a certain universality; the whole process is recorded by a camera, so that each experiment can be saved for subsequent research; the present invention is based on a semi-fixed structural design, which significantly improves the overall stability while maintaining the adjustability of the device, and effectively guarantees the measurement accuracy of the experimental data; secondly, the application of modular mobile mechanisms gives the device good site adaptability, and can easily complete the spatial conversion of multi-scene experimental demonstrations; thirdly, the four-sided visual observation interface constructed with high-transmittance tempered glass not only meets the 360° panoramic visualization requirements of the experimental process, but its high-strength characteristics also ensure the safety of experimental operations. This structural innovation enables the device to have three major technical advantages: experimental stability, spatial adaptability, and intuitive observation.
[0036] refer to Figure 1 The slide includes an inclined section connected to the gantry crane assembly and a straight section connected to the inclined section, and the straight section is hinged to the inclined section; when the gantry crane assembly adjusts the inclination angle of the inclined section, the hinge setting of the inclined section and the straight section will not affect the angle of the straight section.
[0037] refer to Figures 3 and 4The inclined section and the straight section both include a supporting frame and a chute body detachably connected to the supporting frame. The chute body includes a chute bottom plate and two chute side plates respectively arranged on both sides of the chute bottom plate and perpendicular to the chute bottom plate; this allows the experimental device to simulate collapse phenomena under conditions of different slopes and different volumes, weights and types of rock (or soil).
[0038] refer to Figure 1 The gantry crane assembly includes a portal frame and a lifting device arranged on the crossbeam of the portal frame, and one end of the inclined section is arranged on the lifting device.
[0039] refer to Figures 4 and 5 , also including brackets evenly spaced along the direction of the inclined section and arranged on the outer wall of the chute side plate of the inclined section, the crack displacement meter is arranged on the bracket and is located above the chute body; so that the device can simulate the impact of different precipitation conditions on the rock and soil in the collapse phenomenon.
[0040] An electronic data processor and a crack displacement meter are used. By using the crack displacement meter, the changes in the upper part of the rock and soil mass and the changes in the cracks over time can be obtained. The data generated during the experiment are transmitted to an electronic data processor, and the data generated during the experiment can be saved and displayed on a computer for further analysis and research.
[0041] Furthermore, the box body includes a bottom plate, side plates arranged on the bottom plate and sequentially connected and surrounded, and a top plate arranged on the side plates.
[0042] A fully automatic high-speed camera is used so that the simulation of the experiment can be saved on a computer for future observation, analysis and investigation.
[0043] Furthermore, the side panels are made of transparent tempered glass; the real-time situation of the collapse simulation can be observed in real time through the transparent tempered glass.
[0044] refer to Figure 1 , supporting legs are arranged on the bottom plate, and adsorption devices are arranged on the supporting legs.
[0045] refer to Figure 1 At least four precipitation simulation devices are arranged evenly spaced on the top plate.
[0046] A method for using a multi-scenario dangerous rock collapse test simulation device comprises the following steps: after checking each module and ensuring that it is normal, opening each module; adjusting the slope of a chute by means of a gantry crane assembly and replacing the chute bottom plate that meets the test scenario; placing rock and soil in the chute and adjusting the temperature conditions; adjusting the precipitation conditions; observing and collecting data; and analyzing and studying the experimental results.
[0047] It should be noted that it will be apparent to those skilled in the art that the present invention is not limited to the details of the exemplary embodiments described above and that the present invention can be implemented in other specific forms without departing from the spirit or essential characteristics of the present invention. Therefore, the embodiments should be considered in all respects as illustrative and non-restrictive, and the scope of the present invention is defined by the appended claims, not the foregoing description, and it is intended that all variations within the meaning and range of equivalents of the claims be encompassed therein. Any reference signs in the claims should not be construed as limiting the claim to which they relate.
Claims
1. A multi-scenario dangerous rock collapse test simulation device, characterized in that: The system includes an electronic data processor, a temperature regulator, a transparent box, a gantry crane assembly arranged in the box, a slide arranged on the gantry crane assembly, crack displacement meters arranged above the slide from bottom to top, a fully automatic high-speed camera and an adjustable precipitation simulator. The temperature regulator is used to adjust the temperature in the box, the electronic data processor is used to collect data from the temperature regulator, the crack displacement meter and the high-speed camera, and the gantry crane assembly is used to control the slope of the slide.
2. The multi-scenario dangerous rock collapse test simulation device according to claim 1 is characterized in that: The slideway includes an inclined section connected to the gantry crane assembly and a straight section connected to the inclined section, and the straight section is hinged to the inclined section.
3. The multi-scenario dangerous rock collapse test simulation device according to claim 2 is characterized in that: The inclined section and the straight section both include a support frame and a chute body detachably connected to the support frame. The chute body includes a chute bottom plate and two chute side plates respectively arranged on both sides of the chute bottom plate and perpendicular to the chute bottom plate.
4. The multi-scenario dangerous rock collapse test simulation device according to claim 3 is characterized in that: The gantry crane assembly includes a portal frame and a lifting device arranged on a crossbeam of the portal frame, and one end of the inclined section is arranged on the lifting device.
5. The multi-scenario dangerous rock collapse test simulation device according to claim 4 is characterized in that: It also includes brackets that are evenly spaced along the direction of the inclined section and are arranged on the outer wall of the chute side plate of the inclined section. The crack displacement meter is arranged on the bracket and is located above the chute body.
6. The multi-scenario dangerous rock collapse test simulation device according to claim 1 is characterized in that: The box body includes a bottom plate, side plates arranged on the bottom plate and sequentially connected and surrounded, and a top plate arranged on the side plates.
7. The multi-scenario dangerous rock collapse test simulation device according to claim 6, characterized in that: The side panels are made of transparent tempered glass.
8. The multi-scenario dangerous rock collapse test simulation device according to claim 6, characterized in that: The bottom plate is provided with supporting legs, and the supporting legs are provided with adsorption devices.
9. The multi-scenario dangerous rock collapse test simulation device according to claim 6, characterized in that: At least four precipitation simulation devices are provided and are evenly spaced on the top plate.
10. A method for using a multi-scenario dangerous rock collapse test simulation device, characterized in that: The multi-scenario dangerous rock collapse test simulation device according to any one of claims 1 to 9 comprises the following steps: After checking each module and ensuring it is normal, turn on each module; Use the gantry crane assembly to adjust the slope of the chute and replace the chute bottom plate that meets the test scenario; Place rock and soil in the chute and adjust the temperature conditions; regulating precipitation conditions; Observe and collect data; Analyze and study the experimental results.