Amphibious soft foundation treatment injection device
By designing a soft soil foundation treatment penetration device suitable for both land and water, the problem of lack of testing equipment for crushed stone pile foundation treatment was solved, achieving the effects of stable testing and simplified operation, and it is suitable for soft soil foundation treatment in both land and water.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-13
- Publication Date
- 2026-03-31
AI Technical Summary
The lack of effective testing methods for existing crushed stone pile foundation treatment equipment before its use in engineering construction may lead to irreparable losses during project implementation.
Design an amphibious soft soil treatment penetration device, including a penetration device and a fixing device. Through the cooperation of components such as clamps, support rods, and fixing bolts, the device is ensured to be stable in the soil and to record the penetration of crushed stone. A detachable drill bit is used for easy carrying and operation.
It enables robust testing and data recording in the early stages of a project, avoiding losses during project implementation, and simplifies the operation process, making the device easy to carry and use.
Smart Images
Figure CN224063392U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the technical field of crushed stone pile foundation treatment, and in particular to a soft soil foundation treatment penetration device that can be used both on land and water. Background Technology
[0002] my country has a large number of soft soil areas. Due to the low strength and large settlement of soft soil, it often poses significant risks to road engineering. Improper treatment can severely impact highway construction and use. Therefore, soft soil foundation treatment has become an inevitable problem in engineering construction. The crushed stone pile method is a foundation reinforcement method used when constructing embankments and other structures on weak foundations. Since its introduction to my country, the crushed stone pile foundation treatment method has achieved good results.
[0003] Before the relevant equipment and technologies are put into engineering construction, certain tests should be conducted to verify their feasibility, so as to avoid irreparable losses due to errors when the project is put into use. Based on this, we propose an amphibious soft soil treatment penetration device. Utility Model Content
[0004] In order to improve the application of the existing crushed stone pile foundation treatment methods and related equipment and technologies mentioned above, certain tests should be conducted before they are put into engineering construction to prevent irreparable losses caused by errors when the project is put into use. This utility model provides a soft soil treatment penetration device that can be used both on land and water.
[0005] This utility model provides an amphibious soft soil treatment penetration device, which adopts the following technical solution:
[0006] A amphibious soft soil treatment penetration device includes a penetration device and a fixing device. The penetration device includes a barrel body, inside which a crushed stone barrel is installed. Vertical rods are connected to both ends of the top of the barrel body. Fixed handles are installed at the ends of the two sets of vertical rods away from the barrel body. A drill is installed at the bottom of the barrel body through a hinge support. Connecting blocks are connected to both sides of the drill. A sliding rod is connected to one side of each of the two sets of connecting blocks. A component is installed at the top of each of the two sets of sliding rods, and the component is set on the outside of the vertical rod. A movable handle is connected between the two sets of component 1s. An elastic element is provided between the sliding rod and the vertical rod.
[0007] The fastener includes a locking seat, a support column is mounted on the top of the locking seat, a support rod is connected to the support column by a fixing bolt, a clamp is mounted on the end of the support rod away from the support column, and the upper and lower ends of the clamp are respectively connected to a fixed handle and a movable handle.
[0008] By adopting the above technical solution, the locking seat is first fixed to the edge of the test soil container. Then, test gravel is filled into the gravel bucket, and the bucket is connected to the movable handle and the fixed handle via a clamp. The penetration device is then fixed to the fixture. Next, the operator manipulates the support rod to move vertically downwards, driving the bucket and drill into the soil. Once the bucket reaches the determined depth, the fixing bolts are tightened to fix the position of the support rod. Then, the operator manipulates the clamp to bring the movable handle and the fixed handle closer together. The movable handle causes component one to slide along the vertical rod, and component one passes through… The sliding rod and connecting block drive the drill upward. Since the drill consists of two parts, a left cone and a right cone, connected by a screw, the bottom of which is threaded. A nut is used to fix the middle part smoothly, allowing the drill to open and close. The connection between the left and right cones is placed on a hinged support with a sliding rail. When the device moves upward, the connection moves downward a certain distance. At this time, the left and right cones open at a certain angle, allowing the gravel to enter the soil. Then, the support rod is manipulated to move vertically upward until it completely leaves the soil. The experimental data is recorded and the gravel penetration is observed.
[0009] Optionally, the elastic element is located below the movable handle. The elastic element includes a first crossbar, which is connected to one end of the two sets of vertical bars away from the fixed handle. Springs are symmetrically connected to both ends of the top of the first crossbar. A second crossbar is connected to the top of the two sets of springs. A component two is connected to both ends of the second crossbar and the two sets of sliding bars, and the component two is sleeved on the outside of the vertical bars.
[0010] By adopting the above technical solution, when the movable handle moves closer to the fixed handle, the movable handle moves the slide bar upward through component one, and the slide bar moves the second crossbar upward through component two and stretches the spring, thereby making the movable handle more stable when moving.
[0011] Optionally, the spring is a high-elasticity memory spring, and the spring is made of corrosion-resistant metal material.
[0012] By adopting the above technical solution, the first and second crossbars can be stably supported, reducing disturbances during operation.
[0013] Optionally, the surface of the support column is provided with scale lines.
[0014] By adopting the above technical solution, staff can easily determine the depth of the bucket entering the soil by reading the values on the scale.
[0015] Optionally, the locking seat has an opening on its left side, a screw is screwed to the bottom of the locking seat, the top of the screw extends into the interior of the locking seat, and a turntable is connected to the bottom of the screw.
[0016] By adopting the above technical solution, the locking seat can be easily clamped at the edge of the test soil container. By rotating the turntable, the turntable drives the screw to rotate and move upward, thereby locking the locking seat at the edge, which facilitates the fixed installation of the entire device.
[0017] Optionally, the inner top wall of the locking seat is connected to an anti-slip rubber pad.
[0018] By adopting the above technical solution, the friction between the locking seat and the test soil container is increased by the anti-slip rubber pad, which makes the locking seat more stable when clamped.
[0019] Optionally, the drill bit has a conical structure, including a left cone and a right cone, with a screw at the connection between the left and right cones, and the connection between the left and right cones is located on the slide rail of the hinge support.
[0020] By adopting the above technical solution, the connection between the left and right cones is placed on a hinged support with a slide rail. When the device moves upward, the connection moves downward a certain distance. At this time, the left and right cones open at a certain angle, allowing the crushed stone to enter the soil.
[0021] In summary, this utility model has at least one of the following beneficial effects:
[0022] The device is designed with a combination of a barrel, connecting block, drill bit, sliding rod, crushed stone barrel, vertical rod, movable handle, and fixed handle. This allows the drill bit to be opened, ensuring that the crushed stone enters the soil. Experimental data can be recorded and the penetration of the crushed stone observed. The device is simple and convenient to operate. Furthermore, the barrel and support column can be separated through the cooperation of the clamp, support rod, and fixing bolts, making the device easy to carry.
[0023] The locking seat, screw, and anti-slip pad are designed to clamp the locking seat at the edge of the test soil container. By rotating the turntable, the turntable drives the screw to rotate and move upward, thus locking the locking seat at the edge. The anti-slip pad increases the friction between the locking seat and the edge, making it easier to fix the entire device in place and making the device more stable during use. Attached Figure Description
[0024] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.
[0025] Figure 1 This is a schematic diagram of the overall structure of this utility model;
[0026] Figure 2 This is a schematic diagram of the penetration device structure of this utility model;
[0027] Figure 3 This utility model Figure 2 A schematic diagram of a partial structure;
[0028] Figure 4 This is a schematic cross-sectional view of the barrel body of this utility model;
[0029] Figure 5 This is a schematic diagram of the elastic element structure of this utility model;
[0030] Figure 6 This is a detailed structural diagram of the drill bit of this utility model.
[0031] In the diagram: 1. Bucket body; 2. Connecting block; 3. Hinge support; 4. Drill; 4-1. Left cone; 4-2. Right cone; 4-3. Screw; 5. Sliding rod; 6. Crushed stone bucket; 7. Vertical rod; 8. First horizontal bar; 9. Spring; 10. Movable handle; 11. Second horizontal bar; 12. Fixed handle; 13. Component one; 14. Clamp; 15. Support rod; 16. Fixing bolt; 17. Support column; 18. Scale line; 19. Locking seat; 20. Screw; 21. Anti-slip pad; 22. Component two. Detailed Implementation
[0032] The following is in conjunction with the appendix Figure 1-5 The present invention will be described in further detail below.
[0033] Please refer to the attached diagram in the instruction manual. Figure 2 , Figure 3 and Figure 4 This utility model provides an embodiment of a soft soil treatment penetration device for both land and water use, comprising a penetration device and a fixing device. The penetration device includes a barrel 1, with a crushed stone barrel 6 installed inside the barrel 1. Vertical rods 7 are vertically connected to both ends of the top of the barrel 1. Fixed handles 12 are fixedly installed at the ends of the two sets of vertical rods 7 away from the barrel 1. A drill 4 is installed at the bottom of the barrel 1 through a hinge support 3. Connecting blocks 2 are fixedly connected to both sides of the drill 4. A sliding rod 5 is connected to one side of each of the two sets of connecting blocks 2. A component 13 is fixedly installed at the top of each of the two sets of sliding rods 5, and the component 13 is slidably sleeved on the outside of the vertical rod 7. A movable handle 10 is fixedly connected between the two sets of components 13.
[0034] Please refer to the attached diagram in the instruction manual. Figure 2 , Figure 4 and Figure 6The drill bit 4 has a conical structure and includes a left cone head 4-1 and a right cone head 4-2. A screw 4-3 is installed at the connection between the left cone head 4-1 and the right cone head 4-2. The connection between the left cone head 4-1 and the right cone head 4-2 is located on the slide rail of the hinge support 3. When the connection between the left cone head 4-1 and the right cone head 4-2 is placed on the hinge support 3 with the slide rail, the connection moves downward a certain distance when the device moves upward. At this time, the left cone head 4-1 and the right cone head 4-2 open at a certain angle, allowing the crushed stone to enter the soil.
[0035] Please refer to the attached diagram in the instruction manual. Figure 2 , Figure 3 and Figure 5 An elastic element is provided between the slide bar 5 and the vertical bar 7, located below the movable handle 10. The elastic element includes a first horizontal bar 8, which is connected to the end of the two sets of vertical bars 7 away from the fixed handle 12. Springs 9 are symmetrically connected to both ends of the top of the first horizontal bar 8. A second horizontal bar 11 is fixedly connected to the top of the two sets of springs 9. A component 22 is connected to both ends of the second horizontal bar 11 and the two sets of slide bars 5, and the component 22 is slidably sleeved on the outside of the vertical bars 7. When the movable handle 10 approaches the fixed handle 12, the movable handle 10 drives the slide bar 5 upward via component 13. The slide bar 5, via component 22, drives the second horizontal bar 11 upward and stretches the springs 9, thus making the movable handle 10 more stable during movement.
[0036] Please refer to the attached diagram in the instruction manual. Figure 2 , Figure 3 and Figure 5 Spring 9 is a high-elasticity memory spring made of corrosion-resistant metal. This provides stable support for the first crossbar 8 and the second crossbar 11, reducing disturbances during operation.
[0037] Please refer to the attached diagram in the instruction manual. Figure 1 The fixture includes a locking seat 19 with an opening on its left side. A screw 20 is screwed to the bottom of the locking seat 19, with the top of the screw 20 extending into the interior of the locking seat 19. A turntable is connected to the bottom of the screw 20. This allows the locking seat 19 to be clamped at the edge of the test soil container. By rotating the turntable, the turntable drives the screw 20 to rotate and move upward, thereby securing the locking seat 19 at the edge and facilitating the fixed installation of the entire device.
[0038] Please refer to the attached diagram in the instruction manual. Figure 1 An anti-slip rubber pad 21 is fixedly connected to the inner top wall of the locking seat 19. The anti-slip rubber pad 21 increases the friction between the locking seat 19 and the test soil container, thereby making the locking seat 19 more stable when clamped.
[0039] Please refer to the attached diagram in the instruction manual. Figure 1 , Figure 2 and Figure 3 A support column 17 is fixedly installed on the top of the locking seat 19, and the surface of the support column 17 is provided with scale lines 18. This allows workers to determine the depth of the bucket 1 into the soil by reading the values on the scale lines 18. A support rod 15 is horizontally connected to the support column 17 by fixing bolts 16. A clamp 14 is installed at the end of the support rod 15 away from the support column 17, and the upper and lower ends of the clamp 14 are respectively connected to the fixed handle 12 and the movable handle 10.
[0040] Working principle: When in use, first fix the locking seat 19 to the edge of the test soil container, then fill the test gravel into the gravel bucket 6 inside the bucket body 1, and then connect it to the movable handle 10 and the fixed handle 12 through the clamp 14, thereby fixing the penetration device on the fixture.
[0041] After installation is completed and the penetration device is confirmed to be aligned, the staff manipulates the support rod 15 to move vertically downward, thereby driving the bucket 1 and the drill 4 into the soil and reading the value on the scale line 18. After the bucket 1 enters the determined depth, the fixing bolt 16 is tightened to fix the position of the support rod 15 and prevent the device from sliding when used.
[0042] The staff then manipulates the clamp 14 to bring the movable handle 10 and the fixed handle 12 closer together. The movable handle 10 drives component 13 to slide along the vertical rod 7. Component 13 drives the drill 4 to move upward through the slide rod 5 and the connecting block 2. When the drill 4 moves upward, the screw 4-3 moves downward along the slide rail on the hinge support 3, causing the left cone 4-1 and the right cone 4-2 to open at a certain angle, thus opening the drill 4 and ensuring that the test gravel can smoothly pass through the drill 4 and enter the soil. At this time, a clean glass rod is used to hold the gravel in place, and then the support rod 15 is manipulated to move vertically upward to slowly pull the penetration device out of the soil, reducing disturbance, until it is completely removed from the soil. Finally, the penetration device is separated from the clamp 14, the experimental data is recorded, and the gravel penetration is observed. After all the data are recorded, the fixture and the penetration device are cleaned and properly stored.
[0043] The above are all preferred embodiments of this utility model, and are not intended to limit the scope of protection of this utility model. Therefore, all equivalent changes made to the structure, shape and principle of this utility model should be covered within the scope of protection of this utility model.
Claims
1. An amphibious soft ground treatment penetration device comprising a penetration device and a retainer, characterised in that: The penetration device comprises a barrel (1), a rubble bucket (6) is mounted in the barrel (1), vertical rods (7) are connected to the two ends of the top of the barrel (1), fixed handles (12) are mounted on the ends of the two groups of vertical rods (7) away from the barrel (1), a drill (4) is mounted on the bottom of the barrel (1) through a hinge support (3), connecting blocks (2) are connected to the two sides of the drill (4), slide rods (5) are connected to the sides of the two groups of connecting blocks (2), component one (13) is mounted on the top of the two groups of slide rods (5), component one (13) is sleeved on the outer side of the vertical rod (7), a movable handle (10) is connected between the two groups of component one (13), and elastic members are arranged between the slide rod (5) and the vertical rod (7). The fixer comprises a locking seat (19), a support column (17) is mounted on the top of the locking seat (19), the support column (17) is connected with a support rod (15) through a fixing bolt (16), a clamping opening (14) is mounted on the end of the support rod (15) away from the support column (17), and the upper and lower ends of the clamping opening (14) are connected with the fixed handle (12) and the movable handle (10) respectively.
2. The amphibious soft ground treatment penetration device of claim 1, wherein: The elastic members are located below the movable handle (10), the elastic members comprise a first cross rod (8), the first cross rod (8) is connected to the end of the two groups of vertical rods (7) away from the fixed handle (12), springs (9) are symmetrically connected to the two ends of the top of the first cross rod (8), a second cross rod (11) is connected to the top of the two groups of springs (9), component two (22) is connected between the two ends of the second cross rod (11) and the two groups of slide rods (5), and component two (22) is sleeved on the outer side of the vertical rod (7).
3. The amphibious soft ground treatment penetration device of claim 2, wherein: The spring (9) is a high-elasticity memory spring made of an anticorrosion metal material.
4. The amphibious soft ground treatment penetration device of claim 1, wherein: A scale line (18) is arranged on the surface of the support column (17).
5. The amphibious soft ground treatment penetration device of claim 1, wherein: An opening is arranged on the left side of the locking seat (19), a screw rod (20) is screwed on the bottom of the locking seat (19), the top of the screw rod (20) extends into the inside of the locking seat (19), and a rotating disc is connected to the bottom of the screw rod (20).
6. The amphibious soft ground treatment penetration device of claim 1, wherein: An antiskid rubber pad (21) is connected to the inner top wall of the locking seat (19).
7. The amphibious soft ground treatment penetration device of claim 1, wherein: The drill (4) is in a conical structure, the drill (4) comprises a left conical head (4-1) and a right conical head (4-2), a screw (4-3) is arranged at the connecting position of the left conical head (4-1) and the right conical head (4-2), and the connecting position of the left conical head (4-1) and the right conical head (4-2) is located on the slide rail of the hinge support (3).