Landslide test device for geotechnical engineering
By introducing a compression mechanism and a storage box into the landslide test device, the problem of inconvenient soil cleaning was solved, achieving efficient soil collection and cleaning, and reducing the workload of test personnel.
Patent Information
- Application Number
- CN202520008350.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-03
- Publication Date
- 2026-01-02
- Estimated Expiration
- 2035-01-03
AI Technical Summary
Existing landslide testing devices for geotechnical engineering result in soil clods accumulating at the bottom of the inner side of the shell after the test, which is inconvenient to clean and increases the labor intensity of the staff.
A landslide testing device including a compression mechanism and a storage box was designed. The compression mechanism drives the compactor to compress the soil clods in the storage box, increasing the storage space of the storage box. The storage box can be easily removed for cleaning through a hydraulic rod and pulley system.
This enabled efficient collection and cleaning of soil clods, reduced the labor intensity of experimental personnel, and improved storage efficiency.
Smart Images

Figure CN223756743U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of landslide test of geotechnical engineering, in particular to a landslide test device for geotechnical engineering. BACKGROUND
[0002] The utility model discloses a landslide test device for geotechnical engineering, including the shell body, the surface of shell body is opened with the chute, the inner surface of shell body is fixedly connected with the cross rod, the surface of cross rod is rotatably connected with the inclined plate, the end of inclined plate is rotatably connected with the pivot, the upper surface of inclined plate is opened with the movable slot, the movable slot is rotatably connected with the vertical rod in the inside, the inside of chute is slidably connected with the sliding block, the center of sliding block is rotatably connected with the rotary rod, the end of rotary rod is fixedly connected with the rotary disc, the surface of rotary rod is opened with the recess near sliding block, the inside of recess is slidably connected with the limiting block, through the rotation of rotary rod, the rotary rod drives the inclined plate to rotate through the support rod, adjusts the gradient of inclined plate, and the state of mountain trees is simulated through the vertical vertical rod, thereby reaches can adjust the gradient of inclined plate at will, and the effect that can simulate trees is reached.
[0003] The above-mentioned landslide test device for geotechnical engineering, when the landslide test of geotechnical engineering is carried out, when the soil block is tested, it can be accumulated in the inside bottom of shell body, inconvenient to clean, need manual cleaning of staff, increase its workload, time-consuming and laborious. UTILITY MODEL CONTENTS
[0004] The utility model discloses a landslide test device for geotechnical engineering can solve the problem proposed above.
[0005] To achieve the above object, the utility model provides the following technical scheme: a landslide test device for geotechnical engineering, comprising:
[0006] Test shell body, the inside of test shell body is provided with storage box, the upper side of storage box is provided with briquetting, and the inner wall of the other side of test shell body is fixedly installed with inclined plate.
[0007] Compression mechanism, compression mechanism sets up on test shell body, and compression mechanism is used to drive briquetting to compress the test soil block in the inside of storage box.
[0008] Preferably, the compression mechanism includes a motor, a rotating rod, a disc, a rotating short rod, a connecting rod and a connecting plate, the rear side of the test shell body is fixedly installed with the motor, the output shaft of the motor extends to the inside of the test shell body and is fixedly installed with the rotating rod, one end of the rotating rod is fixedly installed with the disc, the front side of the disc is fixedly installed with the rotating short rod, the outer wall of the rotating short rod is movably sleeved with the connecting rod, and one end of the connecting rod is hingedly installed with the connecting plate.
[0009] Preferably, the bottom of the connecting plate is fixedly connected with the pressing block, a sliding groove is formed in the inner wall of one side of the test shell, a sliding block is slidably installed in the sliding groove, and one end of the sliding block is fixedly connected with the connecting plate.
[0010] Preferably, the inner bottom of the test shell is fixedly installed with a fixed plate, and one end of the inclined plate is fixedly connected with the other side of the fixed plate.
[0011] Preferably, the rear side of the test shell is fixedly installed with a hydraulic rod, the free end of the hydraulic rod extends to the inside of the test shell and is fixedly installed with a moving platform, the bottom of the moving platform is provided with four groups of pulleys, the inner bottom of the test shell is fixedly installed with two groups of sliding rails, the four groups of pulleys and the two groups of sliding rails are slidably installed, the top of the moving platform is in contact with the storage box, and the front side of the storage box is fixedly installed with a handle.
[0012] Preferably, the top of the test shell and the rear side of the test shell are both provided with a strip-shaped opening, the front side of the test shell is provided with a rectangular opening through which the storage box passes, the front side of the test shell is inlaidly installed with glass, and the bottom of the test shell is fixedly installed with four groups of supports.
[0013] Compared with the prior art, the utility model has the advantages that:
[0014] The landslide test device for geotechnical engineering is characterized in that the compression mechanism, the pressing block and the storage box are cooperatively used, the compression mechanism can drive the pressing block to compress the soil blocks collected in the storage box, the storage box can accommodate more soil blocks, the storage space in the storage box is improved, the test personnel can clean up the soil blocks conveniently and frequently, and the labor intensity of the test personnel is reduced. BRIEF DESCRIPTION OF DRAWINGS
[0015] The utility model will be further explained in connection with the drawings and embodiments:
[0016] Figure 1 It is a sectional view of the utility model;
[0017] Figure 2 It is a front view of the utility model;
[0018] Figure 3 It is a rear view of the utility model;
[0019] Figure 4 It is a front view of the moving platform and related parts thereof.
[0020] Mark: 1, test shell; 2, fixed plate; 3, inclined plate; 4, compression mechanism; 401, motor; 402, rotating rod; 403, disc; 404, rotating short rod; 405, connecting rod; 406, connecting plate; 5, briquetting; 6, sliding block; 7, storage box; 8, moving platform; 9, slide rail; 10, hydraulic rod. DETAILED DESCRIPTION
[0021] This part will describe the specific embodiments of the utility model in detail, the preferred embodiment of the utility model is shown in the drawings, the role of the drawings is to supplement the description of the text part with graphics, so that people can intuitively and visually understand each technical feature and the overall technical scheme of the utility model, but it cannot be understood as the limitation of the protection scope of the utility model.
[0022] Please refer to Figures 1-4 The utility model provides a kind of technical scheme: a landslide test device for geotechnical engineering, including test shell 1 and compression mechanism 4, the inside of test shell 1 is provided with storage box 7, the upper portion of storage box 7 is provided with briquetting 5, and inclined plate 3 is fixedly installed on the other side inner wall of test shell 1;Compression mechanism 4 is arranged on test shell 1, and compression mechanism 4 is used to drive briquetting 5 to compress test soil block inside storage box 7.
[0023] Compression mechanism 4 includes motor 401, rotating rod 402, disc 403, rotating short rod 404, connecting rod 405 and connecting plate 406, motor 401 is fixedly installed on the back side of test shell 1, the output shaft of motor 401 extends to the inside of test shell 1 and is fixedly installed with rotating rod 402, one end of rotating rod 402 is fixedly installed with disc 403, the front side of disc 403 is fixedly installed with rotating short rod 404, connecting rod 405 is movably sleeved on the outer wall of rotating short rod 404, one end of connecting rod 405 is hingedly installed with connecting plate 406, and compression mechanism 4 can drive briquetting 5 to compress the soil block collected in storage box 7, so that storage box 7 can accommodate more soil block, improve the storage space inside storage box 7, facilitate test personnel to clean and do not need to clean soil block frequently, reduce the labor intensity of test personnel.
[0024] The bottom of connecting plate 406 is fixedly connected with briquetting 5, and the inner wall of one side of test shell 1 is provided with a sliding groove, the sliding groove is slidably installed with sliding block 6, and one end of sliding block 6 is fixedly connected with connecting plate 406.
[0025] The inner bottom of test shell 1 is fixedly installed with fixed plate 2, and one end of inclined plate 3 is fixedly connected with the other side of fixed plate 2.
[0026] The rear side of the test shell 1 is fixedly installed with a hydraulic rod 10, the free end of the hydraulic rod 10 extends to the inside of the test shell 1 and is fixedly installed with a moving platform 8, the bottom of the moving platform 8 is provided with four groups of pulleys, the inside bottom of the test shell 1 is fixedly installed with two groups of slide rails 9, the four groups of pulleys and the two groups of slide rails 9 are slidingly installed, the top of the moving platform 8 is in contact with a storage box 7, and the front side of the storage box 7 is fixedly installed with a handle.
[0027] The top of the test shell 1 and the rear side of the test shell 1 are both provided with a strip-shaped opening, the front side of the test shell 1 is provided with a rectangular opening through which the storage box 7 passes, the front side of the test shell 1 is inlaidly installed with glass, and the bottom of the test shell 1 is fixedly installed with four groups of supports.
[0028] Working principle: when landslide test of geotechnical engineering needs to be carried out, the experimental personnel pour the soil blocks from the strip-shaped opening provided at the top of the test shell 1 onto the inclined plate 3, and observe the landslide test of the soil blocks through the glass inlaid at the front side of the test shell 1, when the soil blocks slide into the storage box 7 through the inclined plate 3, the starting motor 401 is controlled, the output shaft of the motor 401 rotates to drive the rotating rod 402 to rotate, the rotating rod 402 rotates to drive the disc 403 to rotate, the disc 403 rotates to drive the rotating short rod 404 to rotate, the rotating short rod 404 rotates to drive the connecting rod 405 to move, the connecting rod 405 moves to drive the connecting plate 406 to reciprocate up and down, when the connecting plate 406 moves downward, the pressing block 5 moves downward into the storage box 7, the soil blocks in the storage box 7 are compacted, so that the storage box 7 can store more soil blocks, when the storage box 7 stores too many soil blocks, the hydraulic rod 10 is started, the free end of the hydraulic rod 10 is elongated to drive the moving platform 8 to move forward, so that the storage box 7 moves to the front side of the test shell 1 through the rectangular opening, and the experimental personnel take out the storage box 7 through the handle and clean the soil blocks in the storage box 7.
[0029] The above describes the embodiments of the utility model in combination with the drawings, but the utility model is not limited to the above-mentioned embodiments, and various changes can be made within the knowledge range of ordinary skill in the art without departing from the purpose of the utility model.
Claims
1. A landslide testing device for geotechnical engineering, characterized by, Include: Test shell (1), the inside of test shell (1) is provided with storage box (7), the upper side of storage box (7) is provided with briquetting (5), the other side inner wall of test shell (1) is fixedly installed with inclined plate (3); Compression mechanism (4) is arranged on test shell (1), and compression mechanism (4) is used to drive briquetting (5) to compress test soil block inside storage box (7).
2. A landslide testing device for geotechnical engineering according to claim 1, wherein: The compression mechanism (4) includes motor (401), rotating rod (402), disc (403), rotating short rod (404), connecting rod (405) and connecting plate (406), the rear side of test shell (1) is fixedly installed with motor (401), the output shaft of motor (401) extends to the inside of test shell (1) and is fixedly installed with rotating rod (402), one end of rotating rod (402) is fixedly installed with disc (403), the front side of disc (403) is fixedly installed with rotating short rod (404), the outer wall of rotating short rod (404) is movably sleeved with connecting rod (405), one end of connecting rod (405) is hingedly installed with connecting plate (406).
3. A landslip testing apparatus for geotechnical engineering according to claim 2, wherein: The bottom of the connecting plate (406) is fixedly connected with the briquetting (5), and the inner wall of one side of the test shell (1) is provided with a sliding groove, and the sliding block (6) is slidably installed in the sliding groove, and one end of the sliding block (6) is fixedly connected with the connecting plate (406).
4. A landslip testing apparatus for geotechnical engineering according to claim 3, wherein: The inner bottom of the test shell (1) is fixedly installed with a fixed plate (2), and one end of the inclined plate (3) is fixedly connected with the other side of the fixed plate (2).
5. A landsliding test apparatus for geotechnical engineering according to claim 4, wherein: The rear side of the test shell (1) is fixedly installed with a hydraulic rod (10), the free end of the hydraulic rod (10) extends to the inside of the test shell (1) and is fixedly installed with a moving platform (8), the bottom of the moving platform (8) is provided with four groups of pulleys, the inner bottom of the test shell (1) is fixedly installed with two groups of slide rails (9), the four groups of pulleys and the two groups of slide rails (9) are slidably installed, the top of the moving platform (8) is in contact with the storage box (7), and the front side of the storage box (7) is fixedly installed with a handle.
6. A landslip testing apparatus for geotechnical engineering according to claim 5, wherein: The top of the test shell (1) and the rear side of the test shell (1) are both provided with a strip-shaped opening, the front side of the test shell (1) is provided with a rectangular opening for the storage box (7) to pass through, the front side of the test shell (1) is inlaidly installed with glass, and the bottom of the test shell (1) is fixedly installed with four groups of supports.
Citation Information
Patent Citations
Landslide test device for geotechnical engineering
CN220752127U