Physical simulation test device for multi-scale erosion gully

Abstract

The utility model provides a multi-scale erosion gully physical simulation test device, and relates to the erosion gully physical simulation technical field, the multi-scale erosion gully physical simulation test device comprises a pedestal, a left simulated flow channel erosion gully structure and a blanking hopper, the left part and the right part of the upper end surface of the pedestal are fixedly provided with a plurality of groups of lower support rods, and the upper end of the left lower support rod supports the left simulated flow channel erosion gully structure; a lower mounting frame is fixed to the middle of the upper end face of the base, a middle supporting rod is fixed to the upper end of the lower mounting frame, a discharging hopper is fixed to the upper end of the middle supporting rod, and upper connecting plates are fixed to the middles of the left side face and the right side face of the discharging hopper correspondingly; and a wireless camera is mounted on the lower end surface of the upper connecting plate. According to the physical simulation experiment device, double-helix stirring blanking is adopted, discharging is quicker and smoother, the physical simulation experiment of the debris flow multi-scale erosion gully is adopted, experiment data are more accurate and reliable, and the physical simulation experiment device is safe and convenient.

Description

Technical Field

[0001] This utility model relates to the field of physical simulation technology of erosion gullies, and specifically to a multi-scale physical simulation test device for erosion gullies. Background Technology

[0002] Debris flows are three-phase flows (solid, gas, and liquid) that erupt in mountainous areas, falling between block movement and sediment-laden water flow. They are extremely dangerous due to their sudden onset and difficulty in prevention. The erosive and destructive effects of debris flows on gullies are more intense than those of ordinary water flows, with their destructive power primarily manifested in their erosion, transport, and deposition capabilities. Erosion capability is the prerequisite and fundamental factor; through continuous erosion and entrainment, debris flows accumulate transport and deposition capacity, increasing their destructive potential. Therefore, obtaining information on the degree of erosion of loose materials within the flow channel during debris flow movement, and studying the erosion mechanism and process of debris flow channels, are of great significance for the prediction and prevention of debris flow disasters, as well as the prediction of the extent of debris flow hazards.

[0003] The specification of a debris flow gully erosion simulation test system (publication number CN207964820U) mentions that "the mixer is located on the top of the workbench, the front side of the workbench is supported and fixed by a steel frame, the conveyor belt is set on the rear side of the workbench, the material box is connected to the mixer on the top of the workbench through the conveyor belt, the water tank is set on the right side of the workbench, and water can be pumped to the mixer through a pumping device. The bottom of the first and second flow channels is a threaded steel plate with a shaft connection. The threaded steel plate can rotate 360 ​​degrees along the bottom of the flow channel. The rotatable threaded steel plate at the bottom of the first flow channel is connected to the second flow channel, and the rotatable threaded steel plate at the bottom of the second flow channel is connected to the third flow channel." However, the fixed funnel of the erosion simulation test device in the prior art is prone to blockage, resulting in unsmooth and slow material conveying, which affects the reliability of the debris flow gully erosion simulation experiment. Utility Model Content

[0004] To overcome the shortcomings of existing technologies, a multi-scale erosion gully physical simulation test device is provided to solve the problem that the fixed funnel feeding device in the existing erosion simulation test device is prone to blockage, resulting in unsmooth and slow material conveying, which affects the reliability of the experiment simulating debris flow gully erosion.

[0005] To achieve the above objectives, a multi-scale erosion trench physical simulation test device is provided, comprising a base, a left simulated flow channel erosion trench structure, and a hopper. Multiple sets of lower support rods are fixed to both the left and right sides of the upper end face of the base. The upper end of the left lower support rod supports the left simulated flow channel erosion trench structure, and the upper end of the right lower support rod supports the right simulated flow channel erosion trench structure. A lower mounting frame is fixed to the middle of the upper end face of the base, and a middle support rod is fixed to the upper end of the lower mounting frame. The hopper is fixed to the upper end of the middle support rod, and upper connecting plates are fixed to the middle of both the left and right sides of the hopper. A wireless camera is mounted on the lower end face of the upper connecting plate.

[0006] Furthermore, the upper end face of the base is provided with receiving grooves on both the left and right sides, and two sets of lower hanging plates are fixed at the top inside the lower mounting frame, and a control panel is installed between the two sets of lower hanging plates.

[0007] Furthermore, the lower part of the left-side imitation flow channel erosion trench structure is provided with a lower fixing plate, and the interior of the lower fixing plate is fitted with two sets of first stroke limit telescopic cylinders, two sets of second stroke limit telescopic cylinders, two sets of third stroke limit telescopic cylinders and two sets of fourth stroke limit telescopic cylinders in sequence from bottom to top.

[0008] Furthermore, the upper end of the first stroke limiting telescopic cylinder is fixed under the first flow channel, the upper end of the second stroke limiting telescopic cylinder is fixed under the second flow channel, the upper end of the third stroke limiting telescopic cylinder is fixed under the third flow channel, and the upper end of the fourth stroke limiting telescopic cylinder is fixed under the fourth flow channel. The second flow channel is located above the first flow channel, the third flow channel is located above the second flow channel, and the fourth flow channel is located above the third flow channel.

[0009] Furthermore, a conveying pipe is provided at the upper end of the hopper, an upper mounting frame is mounted on the conveying pipe, and side fixing sleeves are provided on both the left and right sides of the upper mounting frame. A first motor is installed inside the side fixing sleeves, and a first rotating shaft is installed at the lower end of the first motor. A spiral conveying paddle is provided on the first rotating shaft.

[0010] Furthermore, the left side of the hopper is provided with a left discharge chamber, the lower end of which is provided with a left discharge outlet, and the right side of the hopper is provided with a right discharge chamber, the lower end of which is provided with a right discharge outlet.

[0011] The beneficial effects of this utility model are as follows:

[0012] 1. The structure of this utility model is robust and sturdy, providing safer and more stable support for the left simulated flow channel erosion trench structure, the hopper, and the right simulated flow channel erosion trench structure. This helps ensure the reliability of multi-scale erosion trench physical simulation experiments and makes the invention safer and more practical.

[0013] 2. This utility model uses a first-stroke limit telescopic cylinder, a second-stroke limit telescopic cylinder, a third-stroke limit telescopic cylinder, and a fourth-stroke limit telescopic cylinder to extend and retract, thereby pushing the first, second, third, and fourth flow channels to simulate the lifting and lowering activities in a physical simulation test of multi-scale erosion gullies. Moreover, the lifting and lowering of the four sets of flow channels does not affect the leakage of debris flow, making it safer and more reliable.

[0014] 3. This utility model conveys mud and rock flow into the lower hopper through a conveying pipe, and the first motor on both sides rotates the first shaft, driving the spiral conveyor paddle to rotate together, so that the mud and rock flow in the left and right lower hoppers can be conveyed downward while being stirred, making the discharge smoother and faster and avoiding blockage. Attached Figure Description

[0015] Figure 1 This is a front view schematic diagram of an embodiment of the present utility model;

[0016] Figure 2 This is a schematic diagram of the base according to an embodiment of the present utility model;

[0017] Figure 3 This is a schematic diagram of the left-side imitation flow channel erosion trench structure according to an embodiment of the present invention;

[0018] Figure 4 This is a schematic diagram of the internal structure of the hopper in an embodiment of the present invention.

[0019] In the diagram: 1. Base; 10. Lower support rod; 11. Lower mounting bracket; 12. Control panel; 13. Lower hanging plate; 14. Middle support rod; 15. Material receiving trough; 2. Left imitation flow channel erosion trench structure; 20. Lower fixing plate; 21. First stroke limit telescopic cylinder; 22. First flow channel; 23. Second flow channel; 24. Second stroke limit telescopic cylinder; 25. Third flow channel; 26. Third stroke limit telescopic cylinder; 27. Fourth flow channel; 28. Fourth stroke limit telescopic cylinder; 3. Hopper; 30. Upper connecting plate; 31. Wireless camera; 32. Left lower material chamber; 33. Left lower material outlet; 34. Right lower material chamber; 35. Right lower material outlet; 36. Conveying pipe; 37. Upper mounting bracket; 38. Side fixing sleeve; 39. First motor; 300. First rotating shaft; 301. Spiral conveyor; 4. Right imitation flow channel erosion trench structure. Detailed Implementation

[0020] To make the technical problems, technical solutions, and beneficial effects of this utility model clearer, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. The specific embodiments described herein are merely illustrative of the present utility model and are not intended to limit the present utility model. Specific details such as particular system structures and technologies are provided to facilitate a more thorough understanding of the embodiments of this utility model. The described embodiments are some, but not all, of the embodiments disclosed herein. However, those skilled in the art should understand that the present utility model can also be implemented in other embodiments without these specific details. All other embodiments obtained by those skilled in the art based on the embodiments of this disclosure without inventive effort are within the scope of protection of this disclosure.

[0021] The specific embodiments of this utility model will now be described in detail with reference to the accompanying drawings.

[0022] Figure 1 This is a front view schematic diagram of an embodiment of the present utility model. Figure 2 This is a schematic diagram of the base according to an embodiment of the present utility model. Figure 3 This is a schematic diagram of the left-side imitation flow channel erosion trench structure according to an embodiment of the present invention. Figure 4 This is a schematic diagram of the internal structure of the hopper in an embodiment of the present invention.

[0023] Reference Figures 1 to 4 As shown, this utility model provides a multi-scale erosion trench physical simulation test device, including a base 1, a left simulated flow channel erosion trench structure 2, and a hopper 3. Multiple sets of lower support rods 10 are fixed on both the left and right sides of the upper end face of the base 1. The upper end of the left lower support rod 10 supports the left simulated flow channel erosion trench structure 2, and the upper end of the right lower support rod 10 supports the right simulated flow channel erosion trench structure 4. A lower mounting frame 11 is fixed in the middle of the upper end face of the base 1, and a middle support rod 14 is fixed in the upper end of the lower mounting frame 11. The hopper 3 is fixed in the upper end of the middle support rod 14. An upper connecting plate 30 is fixed in the middle of both the left and right sides of the hopper 3, and a wireless camera 31 is installed on the lower end face of the upper connecting plate 30.

[0024] In this embodiment, receiving grooves 15 are provided on both the left and right sides of the upper end face of the base 1, and two sets of lower hanging plates 13 are fixed at the top inside the lower mounting frame 11, and a control panel 12 is installed between the two sets of lower hanging plates 13.

[0025] As a preferred embodiment, the structure of this utility model is robust and sturdy, providing safer and more stable support for the left simulated flow channel erosion trench structure 2, the hopper 3, and the right simulated flow channel erosion trench structure 4. This helps to ensure the reliability of the multi-scale erosion trench physical simulation test, making it safer and more practical.

[0026] In this embodiment, a lower fixing plate 20 is provided at the lower part of the left imitation flow channel erosion trench structure 2, and two sets of first stroke limiting telescopic cylinders 21, two sets of second stroke limiting telescopic cylinders 24, two sets of third stroke limiting telescopic cylinders 26 and two sets of fourth stroke limiting telescopic cylinders 28 are sequentially fitted inside the lower fixing plate 20 from bottom to top; the upper end of the first stroke limiting telescopic cylinder 21 is fixed under the first flow channel 22, the upper end of the second stroke limiting telescopic cylinder 24 is fixed under the second flow channel 23, the upper end of the third stroke limiting telescopic cylinder 26 is fixed under the third flow channel 25, and the upper end of the fourth stroke limiting telescopic cylinder 28 is fixed under the fourth flow channel 27. The second flow channel 23 is located above the first flow channel 22, the third flow channel 25 is located above the second flow channel 23, and the fourth flow channel 27 is located above the third flow channel 25.

[0027] As a preferred embodiment, this utility model uses the first stroke limit telescopic cylinder 21, the second stroke limit telescopic cylinder 24, the third stroke limit telescopic cylinder 26, and the fourth stroke limit telescopic cylinder 28 to perform telescopic movements to push the first flow channel 22, the second flow channel 23, the third flow channel 25, and the fourth flow channel 27 to simulate the lifting and lowering activities in the physical simulation test of multi-scale erosion gullies. Moreover, the lifting and lowering of the four sets of flow channels does not affect the leakage of debris flow, making it safer and more reliable.

[0028] In this embodiment, a conveying pipe 36 is provided at the upper end of the hopper 3, and an upper mounting frame 37 is mounted on the conveying pipe 36. Side fixing sleeves 38 are provided on both the left and right sides of the upper mounting frame 37. A first motor 39 is fitted inside the side fixing sleeves 38, and a first rotating shaft 300 is mounted on the lower end of the first motor 39. A spiral conveying paddle 301 is provided on the first rotating shaft 300. A left discharge chamber 32 is provided on the left side of the hopper 3, and a left discharge port 33 is provided at the lower end of the left discharge chamber 32. A right discharge chamber 34 is provided on the right side of the hopper 3, and a right discharge port 35 is provided at the lower end of the right discharge chamber 34.

[0029] In a preferred embodiment, the present invention conveys mud and rock flow into the lower hopper 3 through the conveying pipe 36, and the first motor 39 on both sides rotates the first shaft 300, driving the spiral conveyor 301 to rotate together, thereby conveying the mud and rock flow in the left lower material chamber 32 and the right lower material chamber 34 downward while stirring, making the discharge smoother and faster, and avoiding blockage.

[0030] This invention effectively solves the problem that the fixed funnel feeding device in the existing erosion simulation test device is prone to blockage, resulting in unsmooth and slow material conveying, which affects the reliability of the simulated debris flow gully erosion experiment. This invention adopts double spiral stirring feeding, which makes the material discharge faster and smoother. Moreover, it adopts a two-way flow channel debris flow multi-scale erosion gully physical simulation experiment, which makes the experimental data more accurate and reliable, and safe and convenient.

[0031] The above embodiments are used to explain and illustrate the present utility model, and not to limit the utility model. Any modifications and changes made to the present utility model within the spirit and scope of the claims should be included within the protection scope of the present utility model.

Claims

1. A multi-scale erosion trench physical simulation test device, characterized in that: The device includes a base (1), a left imitation flow channel erosion groove structure (2), and a hopper (3). Multiple sets of lower support rods (10) are fixed on the left and right sides of the upper end face of the base (1). The upper end of the left lower support rod (10) supports the left imitation flow channel erosion groove structure (2), and the upper end of the right lower support rod (10) supports the right imitation flow channel erosion groove structure (4). A lower mounting bracket (11) is fixed in the middle of the upper end face of the base (1), and a middle support rod (14) is fixed in the upper end of the lower mounting bracket (11). A hopper (3) is fixed in the upper end of the middle support rod (14), and an upper connecting plate (30) is fixed in the middle of the left and right sides of the hopper (3). A wireless camera (31) is installed on the lower end face of the upper connecting plate (30).

2. The multi-scale erosion trench physical simulation test device according to claim 1, characterized in that, The upper end face of the base (1) is provided with receiving grooves (15) on both the left and right sides, and two sets of lower hanging plates (13) are fixed at the top inside the lower mounting frame (11), and a control panel (12) is installed between the two sets of lower hanging plates (13).

3. The multi-scale erosion trench physical simulation test device according to claim 1, characterized in that, The lower part of the left imitation flow channel erosion trench structure (2) is provided with a lower fixing plate (20), and the interior of the lower fixing plate (20) is fitted with two sets of first stroke limit telescopic cylinders (21), two sets of second stroke limit telescopic cylinders (24), two sets of third stroke limit telescopic cylinders (26) and two sets of fourth stroke limit telescopic cylinders (28) from bottom to top.

4. The multi-scale erosion trench physical simulation test device according to claim 3, characterized in that, The upper end of the first stroke limiting telescopic cylinder (21) is fixed under the first flow channel (22), the upper end of the second stroke limiting telescopic cylinder (24) is fixed under the second flow channel (23), the upper end of the third stroke limiting telescopic cylinder (26) is fixed under the third flow channel (25), the upper end of the fourth stroke limiting telescopic cylinder (28) is fixed under the fourth flow channel (27), and the second flow channel (23) is located above the first flow channel (22), the third flow channel (25) is located above the second flow channel (23), and the fourth flow channel (27) is located above the third flow channel (25).

5. The multi-scale erosion trench physical simulation test device according to claim 1, characterized in that, The upper end of the hopper (3) is provided with a conveying pipe (36), and an upper mounting frame (37) is mounted on the conveying pipe (36). Side fixing sleeves (38) are provided on both the left and right sides of the upper mounting frame (37). A first motor (39) is fitted inside the side fixing sleeve (38), and a first rotating shaft (300) is installed at the lower end of the first motor (39). A spiral conveying paddle (301) is provided on the first rotating shaft (300).

6. The multi-scale erosion trench physical simulation test device according to claim 5, characterized in that, The left side of the hopper (3) is provided with a left feeding chamber (32), and the lower end of the left feeding chamber (32) is provided with a left feeding port (33). The right side of the hopper (3) is provided with a right feeding chamber (34), and the lower end of the right feeding chamber (34) is provided with a right feeding port (35).

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