Device for simulating dynamic seepage in freezing method construction
By designing a dynamic seepage simulation device, the problem of being unable to simulate the dynamic changes of groundwater seepage during freezing construction was solved, accurate simulation of soil stress and seepage was achieved, and the reliability and safety of construction were improved.
Patent Information
- Application Number
- CN202422615927.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-29
- Publication Date
- 2025-09-30
- Estimated Expiration
- 2034-10-29
AI Technical Summary
Existing freezing construction technology cannot accurately simulate the dynamic changes of complex groundwater seepage, especially in coastal areas where the groundwater flow rate and direction change significantly with tides, making it difficult to accurately predict and control the construction results.
A dynamic seepage simulation device was designed. The extrusion component simulated the soil stress environment, the diversion mechanism adjusted the seepage direction and flow, and combined with an external water supply device to accurately simulate the dynamic changes of groundwater seepage.
It improves the reliability and safety of freezing method construction, provides more accurate technical support, and can better reflect the construction effects under complex hydraulic conditions.
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Figure CN223400776U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of urban rail transit construction, in particular to a device for simulating dynamic seepage in freezing method construction. Background Art
[0002] With the continuous advancement of urbanization, the development and utilization of urban underground space has become increasingly important. Major cities have accelerated the construction of underground commercial complexes, underground garages, subways, and other structures. Against this backdrop, the freezing method, with its advantages of high soil reinforcement, excellent water-stopping properties, and unrestricted construction sites under surface conditions, has gradually become one of the preferred methods for urban underground construction and has been widely adopted.
[0003] However, current freezing methods still have limitations. Existing technologies mostly simulate the freezing process statically, failing to effectively reflect the dynamic changes in groundwater in complex environments. This is particularly true in coastal areas, where groundwater velocity and direction vary significantly with the cyclical nature of the tides. This dynamic nature of the hydraulic environment is not fully accounted for in traditional freezing methods, making it difficult to accurately predict and control the results.
[0004] To solve this problem, it is urgent to develop a new device that can simulate the dynamic changes of groundwater seepage. This device should be able to flexibly adjust the seepage direction and flow rate to better reproduce the complex hydraulic conditions in actual projects. This dynamic seepage simulation device will provide more accurate technical support for freezing method construction and significantly improve the reliability and safety of construction. Utility Model Content
[0005] The utility model aims to solve the technical problem that the existing freezing method construction technology cannot accurately simulate the dynamic changes of complex groundwater seepage, and provides a device that can accurately simulate the dynamic seepage direction and flow changes.
[0006] The utility model discloses a dynamic seepage simulation device for freezing method construction, comprising: a base, a first organic glass plate and a second organic glass plate are fixedly connected to the upper side of the base, a fixed side plate is installed on the upper side of the base, a movable side plate is slidably matched with the upper side of the base, a top plate, a fixed side plate, a movable side plate are arranged on the upper side of the base, a diversion mechanism is arranged on one side of the top plate, a mounting frame is arranged on the upper side of the base, and an extrusion component is arranged on the lower side of the inner wall of the mounting frame.
[0007] Preferably, two sliding grooves are provided on the upper side of the base, and the inner walls of the two sliding grooves are slidably fitted with sliders, which are slidably fitted on the inner walls of the sliding grooves and can only be fixed at the fixing buckles.
[0008] Preferably, the top plate cooperates with the first organic glass plate and the second organic glass plate, and different types of top plates are provided according to different fixed positions of the movable side plates; and a sealing film is provided at the connection between the plates.
[0009] Preferably, the diversion mechanism includes a hole groove opened on one side of the first organic glass plate, the second organic glass plate, and the top plate, a plurality of folded steel sheets are installed on one side of the inner wall of the hole groove, a plurality of electric ball valves are installed on one side of the inner wall of the hole groove, a seepage tube connected to the electric ball valve, a rubber tube is installed on one side of the seepage tube, and a diversion tube is installed at one end of the rubber tube.
[0010] Preferably, a support frame is installed on one side of the first organic glass plate, the second organic glass plate and the top plate, and the diversion pipe is installed on the inner wall of the support frame.
[0011] Preferably, the extrusion assembly includes multiple hydraulic cylinders installed on the inner wall of the mounting frame, connecting plates installed on the output ends of the multiple hydraulic cylinders, multiple connecting rods installed on the lower side of the connecting plates, and two pressure plates installed on the lower ends of the multiple connecting rods, and the pressure plates are in contact with the top plate.
[0012] Preferably, a plurality of freezing tubes are provided on one side of the first organic glass plate.
[0013] Preferably, two angle steels are installed on one side of the fixed side plate, and the angle steels correspond to the first organic glass plate and the second organic glass plate.
[0014] After adopting the above technical solution, the present invention has the following beneficial effects compared with the prior art. Of course, any product implementing the present invention does not necessarily need to achieve all of the advantages described below at the same time:
[0015] By setting up an extrusion component to apply vertical pressure to the soil, the stress environment of the soil at different burial depths in actual engineering can be effectively simulated. By setting up a diversion mechanism and using an external water supply device to deliver water flows of different pressures to the diversion mechanism, and adjusting the seepage direction and flow rate, the impact of groundwater seepage on the soil can be well simulated, providing better technical support for actual construction and improving the use effect of the equipment. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] The drawings described below are only some embodiments. A person skilled in the art can derive other drawings based on these drawings without inventive effort. In the drawings:
[0017] Figure 1 It is a schematic diagram of the three-dimensional structure of the dynamic seepage simulation device;
[0018] Figure 2 Schematic diagram of the mounting frame structure;
[0019] Figure 3 Schematic diagram of the diversion mechanism structure;
[0020] Figure 4 This is a schematic diagram of the structure of the movable side panel;
[0021] In the accompanying drawings, the components represented by the reference numerals are as follows:
[0022] 1. Base; 2. First organic glass plate; 3. Second organic glass plate; 4. Fixed side plate; 5. Movable side plate; 6. Top plate; 7. Diverter mechanism; 71. Hole groove; 72. Folding steel sheet; 73. Electric ball valve; 74. Seepage pipe; 75. Rubber tube; 76. Diverter pipe; 8. Extrusion assembly; 81. Hydraulic cylinder; 82. Connecting plate; 83. Connecting rod; 84. Pressing plate; 9. Slide groove; 10. Slider; 11. Support frame; 12. Freezing pipe; 13. Angle steel; 14. Mounting frame.
[0023] It should be noted that these drawings and textual descriptions are not intended to limit the conceptual scope of the present invention in any way, but rather to illustrate the concept of the present invention for those skilled in the art by referring to specific embodiments. DETAILED DESCRIPTION
[0024] The following describes the technical solution in detail with reference to the accompanying drawings in the embodiments. It should be noted that the embodiments described are only partial examples of the present invention, not all of them. All other variations based on the embodiments of the present invention, provided that no innovative work is required, fall within the scope of protection of the present invention. Unless otherwise specified, terms such as "install," "connect," and "fix" should be understood broadly, including fixed connections, detachable connections, mechanical connections, or electrical connections. Ordinary technicians can understand the specific meanings of these terms in the present invention based on specific circumstances.
[0025] The present invention will now be described in further detail with reference to the accompanying drawings.
[0026] See also Figure 1-4 As shown, in this embodiment, a device for simulating dynamic seepage in freezing method construction is provided, including a base 1, a first organic glass plate 2 and a second organic glass plate 3 are fixedly connected to the upper side of the base 1, a fixed side plate 4 is installed on the upper side of the base 1, a movable side plate 5 is slidably matched with the upper side of the base 1, a top plate 6 is provided on the upper side of the base 1, a diversion mechanism 7 is provided on one side of the fixed side plate 4, the movable side plate 5 and the top plate 6, a mounting frame 14 is provided on the upper side of the base 1, and an extrusion component 8 is provided on the lower side of the inner wall of the mounting frame 14.
[0027] One aspect of the application of this embodiment is: when conducting experiments, vertical pressure can be applied to the soil to effectively simulate the stress environment of the soil at different burial depths in actual projects, and then the switch of the electric ball valve 73 in different seepage pipes 74 is controlled to simulate the changes in seepage size in the actual environment, and the position of the folded steel sheet 72 is controlled to adjust the layout of the seepage pipe 74 and change the direction of the seepage flow, which can well simulate the influence of groundwater on the soil. In combination with an external water supply device and regulating the water pressure, the environment in which the soil is located can be fully simulated. During the process of freezing the soil by the freezing pipe 12, the temperature and pressure in the soil are monitored, so that the effect achieved by this device can more completely simulate the complex and changeable groundwater environment in freezing construction, providing better technical support for actual construction.
[0028] By setting up an extrusion component 8 to apply vertical pressure to the soil, the stress environment of the soil at different burial depths in actual engineering can be effectively simulated. By setting up a diversion mechanism 7 and using an external water supply device to deliver water flows of different pressures to the diversion mechanism 7, and adjusting the seepage direction and flow rate, the influence of groundwater on the soil can be well simulated, providing better technical support for actual construction and improving the use effect of the equipment.
[0029] Two slide grooves 9 are provided on the upper side of the base 1 of this embodiment, and the inner walls of the two slide grooves 9 are slidably fitted with sliders 10. The sliders 10 are slidably fitted on the inner walls of the slide grooves 9 and can be fixed by fixed buckles; by setting the slide grooves 9 and the sliders 10, the movable side panels 5 are limited, thereby increasing the sliding stability of the movable side panels 5, and corresponding buckles are provided in the slide grooves 9.
[0030] The top plate 6 of this embodiment cooperates with the first organic glass plate 2 and the second organic glass plate 3, and different types of top plates 6 are provided according to the different fixed positions of the movable side plates 5; a sealing film is provided at the connection between the plates; by providing the top plate 6, the soil is sealed to avoid pressure loss and improve the accuracy of the simulation detection.
[0031] The diversion mechanism 7 of this embodiment includes a hole groove 71 opened on one side of the first organic glass plate 2, the second organic glass plate 3, and the top plate 6, and a plurality of folded steel sheets 72 are installed on one side of the inner wall of the hole groove 71. A plurality of electric ball valves 73 are installed on one side of the inner wall of the hole groove 71, and a seepage pipe 74 connected to the electric ball valve 73. A rubber tube 75 is installed on one side of the seepage pipe 74, and a diversion pipe 76 is installed at one end of the rubber tube 75; by setting the diversion mechanism 7, the folded steel sheet 72 is moved to adjust the angle of the seepage pipe 74, and under the control of the electric ball valve 73, the liquid is allowed to pass through the seepage pipe 74 to infiltrate the soil and record the water. The seepage pipe 74 is externally connected to a water supply device and can adjust the water pressure to simulate the infiltration conditions under different pressures. The water generated by the infiltration is discharged from the drain pipe, and a filter is provided on the inner wall of the drain pipe to prevent soil leakage.
[0032] In this embodiment, a support frame 11 is installed on one side of the first organic glass plate 2, the second organic glass plate 3, and the top plate 6, and the diversion pipe 76 is installed on the inner wall of the support frame 11; the support frame 11 is provided to support and fix the diversion pipe 76.
[0033] The extrusion assembly 8 of this embodiment includes multiple hydraulic cylinders 81 installed on the inner wall of the mounting frame 14, a connecting plate 82 installed on the output ends of the multiple hydraulic cylinders 81, a multiple connecting rods 83 installed on the lower side of the connecting plate 82, and two pressure plates 84 installed on the lower ends of the multiple connecting rods 83. The pressure plates 84 are in contact with the top plate 6. By setting up the extrusion assembly 8, under the action of the hydraulic cylinder 81, the pressure plates 84 squeeze the top plate 6 through the connecting rods 83 and the pressure plates 84, exerting pressure on the soil, simulating the formation pressure, and improving the simulation detection effect.
[0034] In this embodiment, a plurality of freezing tubes 12 are provided on one side of the first organic glass plate 2. By providing the freezing tubes 12, the freezing tubes 12 pass through the first organic glass plate 2 and extend into the soil to adjust the temperature, thereby facilitating simulation testing.
[0035] In this embodiment, two angle steels 13 are installed on one side of the fixed side panel 4, and the angle steels 13 cooperate with the first organic glass panel 2 and the second organic glass panel 3; by providing the angle steels 13, the fixed side panel 4 is fixedly connected to the first organic glass panel 2 and the second organic glass panel 3.
[0036] The present invention is not limited to the above-described embodiments. Any structural changes made under the guidance of the present invention should be understood by anyone. Any technical solution that is the same or similar to the present invention falls within the scope of protection of the present invention. The technology, shape, and structure not described in detail in the present invention are all known technologies.
Claims
1. A device for simulating dynamic seepage in freezing construction, characterized in that: include: A base (1) is provided, wherein the upper side of the base (1) is fixedly connected to a first organic glass plate (2) and a second organic glass plate (3), the upper side of the base (1) is provided with a fixed side plate (4), the upper side of the base (1) is slidably matched with a movable side plate (5), the upper side of the base (1) is provided with a top plate (6), one side of the fixed side plate (4), the movable side plate (5) and the top plate (6) is provided with a diversion mechanism (7), the upper side of the base (1) is provided with a mounting frame (14), and the lower side of the inner wall of the mounting frame (14) is provided with an extrusion assembly (8).
2. The device for simulating dynamic seepage in freezing construction according to claim 1, characterized in that: Two slide grooves (9) are provided on the upper side of the base (1), and the inner walls of the two slide grooves (9) are slidably fitted with sliders (10). The sliders (10) are slidably fitted on the inner walls of the slide grooves (9) and can be fixed by fixing buckles.
3. The device for simulating dynamic seepage in freezing construction according to claim 1, characterized in that: The top plate (6) cooperates with the first organic glass plate (2) and the second organic glass plate (3), and different types of top plates (6) are provided according to different fixed positions of the movable side plates (5); a sealing film is provided at the connection between the plates.
4. The device for simulating dynamic seepage in freezing construction according to claim 1, characterized in that: The diversion mechanism (7) comprises a hole groove (71) provided on one side of the first organic glass plate (2), the second organic glass plate (3) and the top plate (6); a plurality of folded steel sheets (72) are installed on one side of the inner wall of the hole groove (71); a plurality of electric ball valves (73) are installed on one side of the inner wall of the hole groove (71); a seepage pipe (74) connected to the electric ball valve (73); a rubber tube (75) is installed on one side of the seepage pipe (74); and a diversion pipe (76) is installed at one end of the rubber tube (75).
5. The device for simulating dynamic seepage in freezing construction according to claim 4, characterized in that: A support frame (11) is installed on one side of the first organic glass plate (2), the second organic glass plate (3), and the top plate (6), and the diverter pipe (76) is installed on the inner wall of the support frame (11).
6. The device for simulating dynamic seepage in freezing construction according to claim 1, characterized in that: The extrusion assembly (8) includes a plurality of hydraulic cylinders (81) mounted on the inner wall of the mounting frame (14), a connecting plate (82) mounted on the output ends of the plurality of hydraulic cylinders (81), a plurality of connecting rods (83) mounted on the lower side of the connecting plate (82), and two pressing plates (84) mounted on the lower ends of the plurality of connecting rods (83), wherein the pressing plates (84) are in contact with the top plate (6).
7. The device for simulating dynamic seepage in freezing construction according to claim 1, characterized in that: A plurality of freezing tubes (12) are provided on one side of the first organic glass plate (2).
8. The device for simulating dynamic seepage in freezing construction according to claim 1, characterized in that: Two angle steels (13) are installed on one side of the fixed side plate (4), and the angle steels (13) are matched with the first organic glass plate (2) and the second organic glass plate (3).