Rock-soil bearing capacity testing device with automatic cleaning structure

By designing an automated cleaning structure for testing the bearing capacity of soil and rock, the problems of time-consuming manual cleaning and space-consuming soil and rock waste have been solved. The device enables rapid positioning, crushing, and cleaning, thereby improving testing accuracy and storage efficiency.

CN121740618APending Publication Date: 2026-03-27INNER MONGOLIA PINGZHUANG COAL IND GRP CO LTD +1
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-10-29
Publication Date
2026-03-27

AI Technical Summary

Technical Problem

Existing soil and rock bearing capacity testing devices require manual cleaning after testing, which is time-consuming and ineffective. The large volume of soil and rock waste takes up space, and inaccurate placement of soil and rock blocks affects testing efficiency.

Method used

A soil and rock bearing capacity testing device with an automatic cleaning structure was designed, including auxiliary limiting, waste soil and rock crushing and automatic cleaning functions. The device enables rapid positioning, crushing and cleaning of soil and rock samples through automation.

Benefits of technology

It enables rapid positioning and centering of soil and rock samples, automatic cleaning, reduces manual operation time, and improves testing accuracy and storage efficiency.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention discloses a rock-soil bearing capacity testing device with an automatic cleaning structure, the rock-soil bearing capacity testing device comprises a rock-soil bearing capacity testing structure, an auxiliary limiting structure is slidably connected to the rock-soil bearing capacity testing structure and is used for assisting in limiting rock-soil, and a waste rock-soil crushing structure is mounted in the rock-soil bearing capacity testing structure and is used for crushing treatment; an automatic cleaning structure is telescopically adjusted on the rock-soil bearing capacity testing structure and used for cleaning treatment, a moving structure is installed on the lower side of the rock-soil bearing capacity testing structure and used for driving the whole device to move, the rock-soil bearing capacity testing structure comprises a bottom box, a testing table is installed on the bottom box, a processing box is installed on the bottom box, and a testing assembly is installed on the processing box. According to the rock-soil bearing capacity testing device with the automatic cleaning structure, a circular rock-soil sample can be automatically and quickly positioned and centered, so that the rock-soil sample is always kept on the lower side of the testing plate, and the accuracy of test data is improved.
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Description

Technical Field

[0001] This invention relates to the field of geotechnical technology, specifically to a geotechnical bearing capacity testing device with an automatic cleaning structure. Background Technology

[0002] Soil and rock bearing capacity is a core indicator in geotechnical engineering for measuring the load-bearing capacity of foundations or rock masses. It is mainly divided into two categories: ultimate bearing capacity and allowable bearing capacity. Field testing directly measures the mechanical properties of natural soil and rock layers in the field to determine their mechanical parameters. The basic method for field testing is load testing, which simulates the stress state of a building foundation. The test results are relatively intuitive, but the testing method is time-consuming and labor-intensive, and can only be used for some representative strata. Indoor testing involves processing samples according to the test items and simulating and effectively testing their physical and mechanical properties. The test results are relatively accurate. However, indoor testing is less intuitive than field testing. Existing soil and rock bearing capacity testing devices require manual cleaning of the waste material on the test platform surface after the bearing capacity test, which is time-consuming, has poor cleaning effect, and affects the overall testing efficiency. Furthermore, the large volume of rock waste occupies a lot of space, affecting storage capacity. Additionally, before the bearing capacity test, soil and rock blocks need to be manually placed in the center of the test plate, which is time-consuming and has low accuracy. Summary of the Invention

[0003] The purpose of this invention is to provide a soil and rock bearing capacity testing device with an automatic cleaning structure to solve the problems mentioned in the background art. Existing soil and rock bearing capacity testing devices require manual cleaning of waste materials on the test platform surface after soil and rock bearing capacity testing, which is time-consuming, has poor cleaning effect, affects the overall testing efficiency, and the large volume of rock waste occupies a lot of space, affecting storage capacity. In addition, before soil and rock bearing capacity testing, soil and rock blocks need to be manually placed in the center of the lower side of the test plate, which is time-consuming and has low accuracy.

[0004] To achieve the above objectives, the present invention provides the following technical solution: a soil and rock bearing capacity testing device with an automatic cleaning structure, comprising a soil and rock bearing capacity testing structure, an auxiliary limiting structure slidably connected to the soil and rock bearing capacity testing structure for assisting in limiting the soil and rock bearing capacity, a waste soil and rock crushing structure installed inside the soil and rock bearing capacity testing structure for crushing treatment, an extendable and adjustable automatic cleaning structure on the soil and rock bearing capacity testing structure for cleaning treatment, and a moving structure installed on the lower side of the soil and rock bearing capacity testing structure for driving the entire device to move; The soil and rock bearing capacity testing structure includes a base box, a test platform mounted on the base box, a processing box mounted on the base box, and test components mounted on the processing box. The test assembly includes a first drive unit, which extends and retracts to adjust the position of the test plate, and a pressure gauge body is embedded in the test plate; The movable structure includes a base, an anti-slip plate installed on the underside of the base, and a sliding component installed inside the base; The sliding assembly includes a third electric telescopic rod, a second connecting plate is installed at the telescopic end of the third electric telescopic rod, a telescopic rod is installed on the lower side of the second connecting plate, a telescopic component is installed on the lower side of the telescopic rod, and a universal roller is installed on the lower side of the telescopic component.

[0005] Preferably, the auxiliary limiting structure includes a first position adjustment component, on which the auxiliary limiting component is mounted.

[0006] Preferably, the first position adjustment component includes a first power source, which drives the lead screw to rotate and causes the first slider to move up and down in the first slide groove, the first slide groove being formed on the processing box.

[0007] By adopting the above technical solution, the position of the auxiliary limiting component is adjusted by setting the first position adjusting component.

[0008] Preferably, the auxiliary limiting component includes a second driving member, on which an arc-shaped limiting plate is mounted.

[0009] By adopting the above technical solution, the soil and rock samples can be quickly limited by setting auxiliary limiting components.

[0010] Preferably, the waste rock and soil crushing structure includes a material guide chute, which is connected to a crushing box. A crushing component is installed on the crushing box, and a receiving box is provided on the lower side of the crushing component. The crushing component is connected to an auxiliary dust removal component, which is installed on the right side of the bottom box.

[0011] Preferably, the crushing assembly includes a storage box, a second power source is installed inside the storage box, the second power source drives the gear set to rotate and drives the crushing roller to rotate, and a discharge port is provided on the lower side of the crushing roller, which is located on the lower side of the crushing box.

[0012] By adopting the above technical solution, the soil and rock sample waste is crushed by setting up a crushing component.

[0013] Preferably, the auxiliary dust removal component includes a first exhaust pipe, which is connected to the main body of the small vacuum cleaner via a second exhaust pipe.

[0014] By adopting the above technical solution, dust removal can be achieved by setting up auxiliary dust removal components.

[0015] Preferably, the automatic cleaning structure includes a protective cover, a first electric telescopic rod is installed inside the protective cover, a first cleaning component is installed at the telescopic end of the first electric telescopic rod, a second position adjustment component is provided on the upper side of the first cleaning component, the second position adjustment component is opened on the processing box, and a blower cleaning component is installed on the second position adjustment component.

[0016] Preferably, the first cleaning component includes a first connecting plate, a hollow groove is formed on the lower side of the first connecting plate, a second electric telescopic rod is installed inside the upper side of the hollow groove, the lower telescopic end of the second electric telescopic rod is installed on a fixed plate, the second sliders at both ends of the fixed plate are slidably connected in a second slide groove, the second slide groove is formed on the first connecting plate, a cleaning brush and a scraper are installed on the lower side of the fixed plate, and a scraper is provided on the rear side of the cleaning brush.

[0017] By adopting the above technical solution, the waste material is pre-cleaned by setting up a first cleaning component.

[0018] Preferably, the air-blowing cleaning assembly includes a mounting plate, on which a robotic arm is mounted, and on which a support plate is mounted. An air-blowing nozzle is embedded in the support plate. The air-blowing nozzle is connected to an air-increasing machine body via an air supply pipe. The air-increasing machine body is mounted on the top of the processing box.

[0019] By adopting the above technical solution, the test bench is cleaned by blowing air through a cleaning component.

[0020] Compared with the prior art, the beneficial effects of the present invention are: the soil and rock bearing capacity testing device with an automatic cleaning structure, This invention can automatically and quickly locate and center circular soil and rock samples, thereby ensuring that the soil and rock samples are always kept on the underside of the test plate, thus improving the accuracy of test data. This invention can automatically clean soil and rock sample waste on the test bench, ensuring cleaning effect without human operation and improving processing efficiency. This invention can directly crush soil and rock sample waste, thereby saving storage space and increasing the amount of waste stored. Attached Figure Description

[0021] Figure 1 This is a front view structural diagram of the present invention; Figure 2 This is a schematic diagram of the rear view structure of the present invention; Figure 3 This is a schematic diagram of the right-side structure of the present invention; Figure 4 This is a schematic diagram of the left-side structure of the present invention; Figure 5 This is a schematic diagram of the auxiliary limiting structure of the present invention; Figure 6This is a schematic diagram of the waste rock and soil crushing structure of the present invention; Figure 7 This is a schematic diagram of the moving structure of the present invention; Figure 8 For the present invention Figure 3 Enlarged structural diagram at point A in the middle; Figure 9 This is a three-dimensional structural diagram of the auxiliary limiting component of the present invention.

[0022] In the diagram: 1. Soil and rock bearing capacity testing structure; 11. Base box; 12. Test platform; 13. Processing box; 14. Test assembly; 141. First driving component; 142. Test plate; 143. Pressure gauge body; 2. Auxiliary limiting structure; 21. First position adjustment assembly; 211. First power source; 212. Lead screw; 213. First slider; 214. First slide groove; 22. Auxiliary limiting assembly; 221. Second driving component; 222. Arc-shaped limiting plate; 3. Waste soil and rock crushing structure; 31. Guide chute; 32. Crushing box; 33. Crushing assembly; 331. Storage box; 332. Second power source; 333. Gear set; 334. Crushing roller; 335. Discharge port; 34. Receiving box; 35. Auxiliary dust removal assembly; 351. First exhaust pipe; 352. Second exhaust pipe; 3 53. Small vacuum cleaner body; 4. Automatic cleaning structure; 41. Protective cover; 42. First electric telescopic rod; 43. First cleaning component; 431. First connecting plate; 432. Hollow groove; 433. Second slide rail; 434. Second slider; 435. Fixing plate; 436. Second electric telescopic rod; 437. Cleaning brush; 438. Scraper; 45. Second position adjustment component; 46. Blowing cleaning component; 461. Mounting plate; 462. Robotic arm; 463. Support plate; 464. Blowing nozzle; 465. Air supply pipe; 466. Air booster body; 5. Moving structure; 51. Base; 52. Anti-slip plate; 53. Sliding component; 531. Third electric telescopic rod; 532. Second connecting plate; 533. Telescopic rod; 534. Telescopic component; 535. Universal caster. Detailed Implementation

[0023] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0024] Please see Figure 1-9 This invention provides a technical solution: a soil and rock bearing capacity testing device with an automatic cleaning structure, such as... Figure 1 and Figure 2As shown, the test structure includes a soil and rock bearing capacity test structure 1. The soil and rock bearing capacity test structure 1 includes a base box 11, a test platform 12 is installed on the base box 11, a processing box 13 is installed on the base box 11, and a test assembly 14 is installed on the processing box 13. The test assembly 14 includes a first driving component 141, which telescopically adjusts the position of the test plate 142. A pressure gauge body 143 is embedded in the test plate 142. The base box 11 is equipped with a control device for controlling the overall equipment; The first driving component 141 is a hydraulic cylinder, which is existing technology. Specifically, a sealing plate is rotatably connected to the front of the processing box 13. The sealing plate is made of transparent material, which makes it easy for staff to observe the inside. A level is installed on the base box 11 so that leveling can be observed when used outdoors; In the above scheme, a circular soil sample is placed on the test platform 12 on the bottom box 11 at the required position. The circular soil sample is placed on the lower side of the test plate 142 at the required position by the auxiliary limiting structure 2. The first driving component 141 is started with the assistance of the control device. The first driving component 141 drives the test plate 142 to move downward through the hydraulic rod. Finally, the soil bearing capacity test is carried out with the assistance of the pressure gauge body 143.

[0025] like Figure 1 , Figure 2 , Figure 4 and Figure 9 As shown, an auxiliary limiting structure 2 is slidably connected to the soil and rock bearing capacity testing structure 1 and is used to assist in limiting the soil and rock. The auxiliary limiting structure 2 includes a first position adjustment component 21, on which an auxiliary limiting component 22 is installed. The first position adjustment component 21 includes a first power source 211, which drives the lead screw 212 to rotate and drives the first slider 213 to move up and down in the first slide groove 214. The first slide groove 214 is opened on the processing box 13. The auxiliary limiting component 22 includes a second driving component 221, on which an arc-shaped limiting plate 222 is installed.

[0026] Among them, the first power source 211 is a stepper motor, which is existing technology; The second driving component 221 is a hydraulic cylinder, which is existing technology. Each hydraulic cylinder body is equipped with a position sensor to monitor its real-time displacement, and the data is transmitted to the control device through a feedback control system. The control device fine-tunes the hydraulic valve according to the feedback data to ensure that the movement of each hydraulic cylinder body is always synchronized. Furthermore, the auxiliary limiting structure 2 is provided in two sets, and the two sets of auxiliary limiting structures 2 are symmetrically arranged about the central axis of the processing box 13; In the above scheme, the first power source 211 is started with the assistance of the control device. The first power source 211 drives the lead screw 212 to rotate. The rotation of the lead screw 212 drives the first slider 213 to slide in the first slide groove 214, thereby driving the arc-shaped limiting plate 222 on the second driving member 221 to move downward to the desired position. The second driving member 221 is started with the assistance of the control device. The second driving member 221 drives the arc-shaped limiting plate 222 to move relative to each other through the hydraulic rod, thereby quickly limiting the soil sample to the center position of the test platform 12.

[0027] like Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 6 As shown, the soil and rock bearing capacity test structure 1 is equipped with a waste soil and rock crushing structure 3 for crushing treatment. The waste soil and rock crushing structure 3 includes a material guide trough 31, which is connected to a crushing box 32. A crushing component 33 is installed on the crushing box 32. A receiving box 34 is provided on the lower side of the crushing component 33. The crushing component 33 is connected to an auxiliary dust removal component 35. The auxiliary dust removal component 35 is installed on the right side of the bottom box 11. The crushing component 33 includes a storage box 331, which is equipped with a second power source 332. The second power source 332 drives the gear set 333 to rotate and drives the crushing roller 334 to rotate. A discharge port 335 is provided on the lower side of the crushing roller 334. The discharge port 335 is located on the lower side of the crushing box 32. The auxiliary dust removal component 35 includes a first exhaust pipe 351, which is connected to a small vacuum cleaner body 353 through a second exhaust pipe 352. Among them, there are two sets of crushing rollers 334, and the two sets of crushing rollers 334 are arranged in parallel. The second power source 332 is an electric motor, which is existing technology. Specifically, the first exhaust pipe 351 is provided with two sets, and both sets of the first exhaust pipe 351 are equipped with filter screens to prevent large particles of rock and soil from entering. In the preferred embodiment, the waste material enters the crushing box 32 through the guide trough 31. With the assistance of the second power source 332 in the storage box 331, the gear set 333 is driven to rotate. The rotation of the gear set 333 drives the crushing roller 334 to rotate and crush the soil and rock waste. The crushed waste material is accumulated in the receiving box 34 through the discharge port 335 for easy unified storage later. When the soil and rock waste is being crushed, the small vacuum cleaner body 353 is started with the assistance of the control device. With the assistance of the small vacuum cleaner body 353, the dust is stored in the small vacuum cleaner body 353 through the first exhaust pipe 351 and the second exhaust pipe 352, thereby improving the environmental quality of the entire operating environment.

[0028] like Figure 1 , Figure 2 , Figure 3 , Figure 4 , Figure 5 and Figure 8 As shown, the geotechnical bearing capacity testing structure 1 has an adjustable automatic cleaning structure 4 for cleaning. The automatic cleaning structure 4 includes a protective cover 41, inside which a first electric telescopic rod 42 is installed. A first cleaning component 43 is installed at the telescopic end of the first electric telescopic rod 42. A second position adjustment component 45 is provided on the upper side of the first cleaning component 43. The second position adjustment component 45 is located on the processing box 13. A blowing cleaning component 46 is installed on the second position adjustment component 45. The first cleaning component 43 includes a first connecting plate 431. A hollow groove 432 is provided on the lower side of the first connecting plate 431. A second electric telescopic rod 436 is installed inside the hollow groove 432 on the upper side. The lower telescopic end of the telescopic rod 436 is mounted on the fixed plate 435. The second sliders 434 at both ends of the fixed plate 435 are slidably connected in the second slide groove 433. The second slide groove 433 is opened on the first connecting plate 431. A cleaning brush 437 and a scraper 438 are installed on the lower side of the fixed plate 435. The scraper 438 is provided on the rear side of the cleaning brush 437. The air blowing cleaning assembly 46 includes a mounting plate 461. A robot arm 462 is mounted on the mounting plate 461. A support plate 463 is mounted on the robot arm 462. An air blowing nozzle 464 is embedded in the support plate 463. The air blowing nozzle 464 is connected to the air booster body 466 through the air supply pipe 465. The air booster body 466 is installed on the top of the processing box 13. Among them, multiple sets of air blowing nozzles 464 are evenly distributed on the support plate 463; Specifically, the second position adjustment component 45 and the first position adjustment component 21 have the same structure; In this preferred embodiment, with the assistance of the control device, the first electric telescopic rod 42 inside the protective cover 41 and the second electric telescopic rod 436 inside the hollow groove 432 are activated. With the assistance of the second electric telescopic rod 436, the fixed plate 435 is moved, and the second slider 434 on the fixed plate 435 moves within the second slide groove 433. Finally, the cleaning brush 437 and scraper 438 on the fixed plate 435 move downward to the desired position. With the assistance of the first electric telescopic rod 42, the first connecting plate 431 moves forward, thereby moving the cleaning brush 437 and scraper 438 to push and clean the impurities on the surface of the test bench 12. Finally, the impurities fall into the guide trough 31 through the leakage hole on the test bench 12. With the assistance of the control device, the second position adjustment component 45 and the robot arm 462 are activated. With the assistance of the second position adjustment component 45, the blowing cleaning component 46 is driven to adjust its position. With the assistance of the robot arm 462 on the mounting plate 461, the blowing nozzles 464 on the support plate 463 are moved. With the assistance of the air booster body 466, the filtered air is pressurized. The pressurized air enters multiple sets of blowing nozzles 464 through the air supply pipe 465. Multiple sets of blowing nozzles 464 clean the surfaces of the test bench 12 and the processing box 13 at the same time, thereby ensuring the cleaning effect.

[0029] like Figure 1 and Figure 7 As shown, a movable structure 5 is installed on the lower side of the soil and rock bearing capacity testing structure 1 and is used to move the entire device. The movable structure 5 includes a base 51, an anti-slip plate 52 is installed on the lower side of the base 51, and a sliding component 53 is installed inside the base 51. The sliding component 53 includes a third electric telescopic rod 531, a second connecting plate 532 is installed at the telescopic end of the third electric telescopic rod 531, a telescopic rod 533 is installed on the lower side of the second connecting plate 532, a telescopic component 534 is installed on the lower side of the telescopic rod 533, and a universal roller 535 is installed on the lower side of the telescopic component 534. Among them, the movable structure 5 is provided in four sets, and the four sets of movable structures 5 are symmetrically arranged about the central axis of the bottom box 11; Furthermore, the base 51 is hollow; Telescopic component 534 includes telescopic rod 533 and spring, with telescopic rod 533 passing through the spring; In the preferred embodiment, the third electric telescopic rod 531 is activated with the assistance of the control device. The second connecting plate 532 moves downward with the assistance of the third electric telescopic rod 531. The movement of the second connecting plate 532 causes the telescopic rod 533 to be stretched and, through the telescopic component 534, the universal roller 535 moves downward. Finally, the anti-slip plate 52 is pressed against the ground. The anti-slip plate 52 separates from the ground and pushes the base box 11. With the assistance of the universal roller 535, the entire device moves without the need for manual handling.

[0030] Working principle: When using this soil and rock bearing capacity testing device with an automatic cleaning structure, the external power supply is turned on, and the soil and rock bearing capacity testing structure 1 and the auxiliary limiting structure 2 are used to test the bearing capacity of the centered soil and rock sample. The waste soil and rock crushing structure 3 is used to crush the soil and rock waste. The automatic cleaning structure 4 is used to automatically clean the test platform 12. The moving structure 5 is used to move the entire device. The contents not described in detail in this specification are existing technologies known to those skilled in the art.

[0031] The terms “center,” “longitudinal,” “lateral,” “front,” “rear,” “left,” “right,” “vertical,” “horizontal,” “top,” “bottom,” “inner,” and “outer,” etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are merely simplified descriptions for the convenience of describing the present invention and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limiting the scope of protection of the present invention.

[0032] Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A soil and rock bearing capacity testing device with an automatic cleaning structure, characterized in that, The device includes a soil and rock bearing capacity testing structure (1), an auxiliary limiting structure (2) which is slidably connected to the soil and rock bearing capacity testing structure (1) and used to assist in limiting the soil and rock bearing capacity, a waste soil and rock crushing structure (3) installed inside the soil and rock bearing capacity testing structure (1) and used for crushing, an extension and adjustment automatic cleaning structure (4) on the soil and rock bearing capacity testing structure (1) and used for cleaning, and a moving structure (5) installed on the lower side of the soil and rock bearing capacity testing structure (1) and used to move the entire device. The soil and rock bearing capacity test structure (1) includes a bottom box (11), a test platform (12) is installed on the bottom box (11), a processing box (13) is installed on the bottom box (11), and a test component (14) is installed on the processing box (13). The test assembly (14) includes a first drive (141), which extends and retracts to adjust the position of the test plate (142), and a pressure gauge body (143) is embedded in the test plate (142). The movable structure (5) includes a base (51), an anti-slip plate (52) is installed on the underside of the base (51), and a sliding component (53) is installed inside the base (51); The sliding assembly (53) includes a third electric telescopic rod (531), a second connecting plate (532) is installed at the telescopic end of the third electric telescopic rod (531), a telescopic rod (533) is installed on the lower side of the second connecting plate (532), a telescopic component (534) is installed on the lower side of the telescopic rod (533), and a universal roller (535) is installed on the lower side of the telescopic component (534).

2. The soil and rock bearing capacity testing device with an automatic cleaning structure according to claim 1, characterized in that: The auxiliary limiting structure (2) includes a first position adjustment component (21), on which an auxiliary limiting component (22) is installed.

3. The soil and rock bearing capacity testing device with an automatic cleaning structure according to claim 2, characterized in that: The first position adjustment component (21) includes a first power source (211), which drives the lead screw (212) to rotate and drives the first slider (213) to move up and down in the first slide groove (214), which is located on the processing box (13).

4. The soil and rock bearing capacity testing device with an automatic cleaning structure according to claim 2, characterized in that: The auxiliary limiting component (22) includes a second driving member (221), on which an arc-shaped limiting plate (222) is mounted.

5. The soil and rock bearing capacity testing device with an automatic cleaning structure according to claim 1, characterized in that: The waste rock and soil crushing structure (3) includes a material guide trough (31), which is connected to a crushing box (32). A crushing component (33) is installed on the crushing box (32). A receiving box (34) is provided on the lower side of the crushing component (33). The crushing component (33) is connected to an auxiliary dust removal component (35), which is installed on the right side of the bottom box (11).

6. The soil and rock bearing capacity testing device with an automatic cleaning structure according to claim 5, characterized in that: The crushing assembly (33) includes a storage box (331), a second power source (332) is installed in the storage box (331), the second power source (332) drives the gear set (333) to rotate and drives the crushing roller (334) to rotate, and a discharge port (335) is provided on the lower side of the crushing roller (334), and the discharge port (335) is located on the lower side of the crushing box (32).

7. A soil and rock bearing capacity testing device with an automatic cleaning structure according to claim 5, characterized in that: The auxiliary dust removal component (35) includes a first exhaust pipe (351), which is connected to the small vacuum cleaner body (353) through a second exhaust pipe (352).

8. The soil and rock bearing capacity testing device with an automatic cleaning structure according to claim 1, characterized in that: The automatic cleaning structure (4) includes a protective cover (41), a first electric telescopic rod (42) is installed inside the protective cover (41), a first cleaning component (43) is installed at the telescopic end of the first electric telescopic rod (42), a second position adjustment component (45) is provided on the upper side of the first cleaning component (43), the second position adjustment component (45) is opened on the processing box (13), and a blower cleaning component (46) is installed on the second position adjustment component (45).

9. A soil and rock bearing capacity testing device with an automatic cleaning structure according to claim 8, characterized in that: The first cleaning component (43) includes a first connecting plate (431), a hollow groove (432) is provided on the lower side of the first connecting plate (431), a second electric telescopic rod (436) is installed inside the hollow groove (432) on the upper side of the hollow groove (432), the lower telescopic end of the second electric telescopic rod (436) is installed on the fixed plate (435), the second sliders (434) at both ends of the fixed plate (435) are slidably connected in the second slide groove (433), the second slide groove (433) is opened on the first connecting plate (431), a cleaning brush (437) and a scraper (438) are installed on the lower side of the fixed plate (435), and a scraper (438) is provided on the rear side of the cleaning brush (437).

10. A soil and rock bearing capacity testing device with an automatic cleaning structure according to claim 8, characterized in that: The blower cleaning assembly (46) includes a mounting plate (461), on which a robot arm (462) is mounted, and on which a support plate (463) is mounted, and on which a blower nozzle (464) is embedded, the blower nozzle (464) being connected to an air booster body (466) via an air supply pipe (465), the air booster body (466) being mounted on the top of the processing box (13).