Water-borne collaborative reinforcement system and intelligent construction method

Abstract

The invention belongs to the field of water load collaborative reinforcement, and particularly relates to a water load collaborative reinforcement system and an intelligent construction method.The water load collaborative reinforcement system comprises a drainage plate shell, a circulation hole is formed in the drainage plate shell, a cleaning assembly is arranged in the drainage plate shell, and the cleaning assembly comprises a PP core plate fixedly connected to the interior of the drainage plate shell; the PP core plate is corrugated, and the outer side of the PP core plate is fixedly connected with a polypropylene non-woven fabric outer layer filter membrane. The PP core plate is arranged to be in a corrugated shape, so that the filter holes in the PP core plate are inclined, silt cannot directly enter the PP core plate, the possibility of blockage is reduced, the outer side of the PP core plate is provided with the polypropylene non-woven fabric outer layer filter membrane, the silt can be blocked, and the possibility of blockage is further reduced; and the PTFE micropore inner-layer filter membrane arranged on the inner side of the PP core plate can filter silt possibly entering the PP core plate, and therefore it is guaranteed that drainage can be conducted smoothly.

Description

Technical Field

[0001] This invention belongs to the field of water-borne synergistic reinforcement, specifically a water-borne synergistic reinforcement system and intelligent construction method. Background Technology

[0002] The vacuum preloading method involves first laying a sand cushion layer on the surface of the soft soil foundation that needs reinforcement, then burying vertical drainage pipes, and then using an airtight sealing membrane to isolate it from the atmosphere. The ends of the sealing membrane are buried and compressed. Through the water suction pipe buried in the sand cushion layer, a vacuum pump or other vacuum means are used to create a vacuum, thereby increasing the effective stress of the foundation.

[0003] Surcharge preloading refers to a method in which a load is applied to a saturated soft soil foundation, causing pore water to be slowly discharged, the pore volume to shrink, and the foundation to undergo consolidation deformation. At the same time, as the excess hydrostatic pressure gradually dissipates, the effective stress gradually increases, and the strength of the foundation soil gradually increases. Once a predetermined standard is reached, the load is unloaded, resulting in compaction, settlement, and consolidation of the foundation soil.

[0004] The two methods mentioned above are the current methods for dealing with silty geology. However, both of these methods have certain drawbacks. One is that the drainage boards currently in use will become clogged by sand and soil after prolonged use, resulting in reduced drainage efficiency.

[0005] Secondly, it requires a lot of soil, which needs to be dug and transported from other places, and the soil also needs to be cleaned up after use, which takes a lot of time and costs a lot of money.

[0006] Therefore, the present invention provides a water-borne collaborative reinforcement system and an intelligent construction method. Summary of the Invention

[0007] In order to overcome the shortcomings of the prior art, at least one technical problem raised in the background art is solved.

[0008] The technical solution adopted by the present invention to solve its technical problem is as follows: The water-borne synergistic reinforcement system of the present invention includes a drainage board shell, a flow hole is opened inside the drainage board shell, a cleaning component is provided inside the drainage board shell, the cleaning component includes a PP core board fixedly connected inside the drainage board shell, the PP core board is corrugated, a polypropylene non-woven outer filter membrane is fixedly connected to the outside of the PP core board, and a PTFE microporous inner filter membrane is fixedly connected to the inside of the PP core board.

[0009] Preferably, the drainage board housing is provided with a drainage assembly at its end. The drainage assembly includes a corrugated sub-pipe fixedly connected to the end of the drainage board housing. A first tee connector is fixedly connected to the outside of the corrugated sub-pipe, and a main pipe is fixedly connected inside the first tee connector.

[0010] Preferably, the main pipe end is provided with a first transmission component, the first transmission component includes an extraction tube fixedly connected to the main pipe end, a first four-way connector fixedly connected to the outside of the extraction tube, an extraction transmission tube fixedly connected inside the first four-way connector, two extraction transmission tubes are provided, a second four-way connector fixedly connected to the outside of the extraction transmission tube, the two extraction transmission tubes are respectively fixedly connected to the two ends of the second four-way connector, and a four-way valve is fixedly connected inside the second four-way connector.

[0011] Preferably, the first transmission component further includes a first drain pipe fixedly connected inside the second four-way connector. There are two first drain pipes. The second first drain pipe is fixedly connected to the other end of the second four-way connector. A third four-way connector is fixedly connected to the outside of one of the first drain pipes, and a fourth valve is fixedly connected to the outside of the other first drain pipe. The first drain pipe is fixedly connected inside the third four-way connector.

[0012] Preferably, a second transmission component is provided on the outside of the third four-way connector. The second transmission component includes two return pipes fixedly connected to the other two ends of the third four-way connector. A second three-way connector is fixedly connected to the outside of one of the return pipes. A second drain pipe is fixedly connected inside the second three-way connector. A first auxiliary connecting pipe is fixedly connected to the other end of the second three-way connector. A second valve is fixedly connected to the outside of the first auxiliary connecting pipe. A third three-way connector is fixedly connected to the outside of the first auxiliary connecting pipe. The inside of the third three-way connector is in communication with the inside of one of the extraction transmission pipes.

[0013] Preferably, the second transmission component further includes a first valve fixedly connected to the outside of another return pipe, a first right-angle connector fixedly connected to the outside of the return pipe, a second auxiliary connecting pipe fixedly connected inside the first right-angle connector, a third valve fixedly connected to the outside of the second auxiliary connecting pipe, and the end of the second auxiliary connecting pipe fixedly connected to the inside of a first four-way connector.

[0014] Preferably, a return flow assembly is provided on the outside of the first four-way connector. The return flow assembly includes a third auxiliary connecting pipe fixedly connected inside the first four-way connector. A second right-angle connector is fixedly connected to the end of the third auxiliary connecting pipe. Two second right-angle connectors are provided. A vertical auxiliary connecting pipe is fixedly connected inside each of the two second right-angle connectors. A fourth three-way connector is fixedly connected between the two vertical auxiliary connecting pipes. The interior of the fourth three-way connector is fixedly connected to the end of the first drain connecting pipe.

[0015] Preferably, the reflux assembly further includes a fourth auxiliary connecting pipe fixedly connected inside the second right-angle connector, the end of the fourth auxiliary connecting pipe being fixedly connected to a third right-angle connector, and the interior of the third right-angle connector being fixedly connected to the end of one of the extraction and transmission pipes.

[0016] The construction method of the water-borne collaborative reinforcement system described in this invention includes the following specific control steps:

[0017] S1: By using excavators and bulldozers, the land to be processed is leveled, and a water storage tank is dug outside the land to be processed.

[0018] S2: After the land is excavated, the plastic drainage board can be inserted into the soil manually or by machine. Then, the corrugated sub-pipe is connected to the plastic drainage board, and then the corrugated sub-pipe is connected to the main pipe through the first tee connector.

[0019] S3: After the corrugated secondary pipe and the main pipe are connected, an airtight diaphragm can be covered on the ground. Then, the main pipe is connected to the vacuum pump, and the vacuum pump is connected to the intelligent control device to control the vacuum pump to extract air from the diaphragm and the soil, thereby applying pressure to the soil through the atmosphere.

[0020] S4: When a vacuum is created inside the soil and the diaphragm, the vacuum pump can extract the water that has been released from the soil and transfer it to the diaphragm through the first drainage pipe. This allows the water to exert pressure on the soil through gravity, thereby accelerating the rate at which water is released from the soil and thus accelerating the rate at which the soil clumps together.

[0021] S5: After the extraction work has reached a certain time, the water can be drawn into the main pipe through the second drain pipe by the vacuum pump, so that the water re-enters the plastic drainage board and washes away the mud and sand blocking the plastic drainage board, thereby restoring the flow of the plastic drainage pipe.

[0022] S6: By integrating a pore water pressure sensor, a hydrostatic level, and a variable frequency vacuum pump unit, the extraction operation can be controlled, thereby ensuring the smooth operation of the system.

[0023] The beneficial effects of this invention are as follows:

[0024] 1. This invention sets the PP core board in a corrugated shape, making the filter holes on it skewed, thus preventing sediment from directly entering the interior of the PP core board and reducing the possibility of clogging. Furthermore, a polypropylene non-woven fabric outer filter membrane is set on the outside of the PP core board, which can block sediment and further reduce the possibility of clogging. Meanwhile, a PTFE microporous inner filter membrane is set on the inside of the PP core board, which can filter any sediment that may enter, thus ensuring smooth drainage.

[0025] 2. This invention can transmit water to the inside of the first four-way connector through the extraction pipe, and then to the inside of the extraction and transmission pipe, thereby transmitting water to the inside of the second four-way connector. The transmission direction of the water flow can be changed by the four-way valve, so that the water flow can enter the inside of the first drainage connection pipe, and then to the inside of the first drainage pipe, thereby transmitting water to the diaphragm, thereby increasing the pressure and accelerating the rate of water release from the soil.

[0026] 3. The present invention can transmit water to the inside of the return pipe through the third four-way connector, thereby transmitting water to the inside of the second three-way connector, and then to the inside of the second drain pipe, thereby transmitting water to the outside and reducing the moisture content inside the soil. Attached Figure Description

[0027] The invention will now be further described with reference to the accompanying drawings.

[0028] Figure 1 This is a magnified view of a portion of the drainage board in this invention.

[0029] Figure 2 This is an enlarged structural diagram of the connecting pipe portion in this invention;

[0030] Figure 3 This is a schematic diagram of the flushing assembly structure in this invention;

[0031] Figure 4 This is a schematic diagram of the workflow in this invention.

[0032] In the diagram: 1. Drainage board outer shell; 2. Flow hole; 3. PP core board; 4. Polypropylene non-woven outer filter membrane; 5. PTFE microporous inner filter membrane; 6. Corrugated secondary pipe; 7. First tee connector; 8. Main pipe; 9. Extraction pipe; 10. First four-way connector; 11. Extraction and transfer pipe; 12. Second four-way connector; 13. Four-way valve; 14. First drainage connection pipe; 15. Third four-way connector; 16. First drainage pipe; 17. Return pipe; 18. 19. Second tee connector; 20. Second drain pipe; 21. First auxiliary connecting pipe; 22. Second valve; 23. Third tee connector; 24. First right-angle connector; 25. Second auxiliary connecting pipe; 26. Third valve; 27. Third auxiliary connecting pipe; 28. Second right-angle connector; 29. ​​Vertical auxiliary connecting pipe; 30. Fourth tee connector; 31. Fourth valve; 32. Fourth auxiliary connecting pipe; 33. Third right-angle connector. Detailed Implementation

[0033] To make the technical means, creative features, objectives and effects of this invention easier to understand, the invention will be further described below in conjunction with specific embodiments.

[0034] Example 1: As Figures 1 to 4 As shown, an embodiment of the present invention provides a water-borne synergistic reinforcement system, including a drainage board shell 1, a flow hole 2 inside the drainage board shell 1, and a cleaning component inside the drainage board shell 1. The cleaning component includes a PP core board 3 fixedly connected inside the drainage board shell 1. The PP core board 3 is corrugated. A polypropylene non-woven outer filter membrane 4 is fixedly connected to the outside of the PP core board 3, and a PTFE microporous inner filter membrane 5 is fixedly connected to the inside of the PP core board 3.

[0035] During operation, by setting the PP core plate 3 to a corrugated shape, the filter holes on it are tilted, which prevents sediment from directly entering the interior of the PP core plate 3, thereby reducing the possibility of clogging. In addition, a polypropylene non-woven outer filter membrane 4 is set on the outside of the PP core plate 3, which can block sediment and further reduce the possibility of clogging. The PTFE microporous inner filter membrane 5 set on the inside of the PP core plate 3 can filter any sediment that may enter, thereby ensuring smooth drainage.

[0036] The drainage board shell 1 has a drainage assembly at one end. The drainage assembly includes a corrugated sub-pipe 6 fixedly connected to the end of the drainage board shell 1. A first tee connector 7 is fixedly connected to the outside of the corrugated sub-pipe 6, and a main pipe 8 is fixedly connected inside the first tee connector 7.

[0037] During operation, water can be transmitted through the corrugated secondary pipe 6, and the connection position between the corrugated secondary pipe 6 and the main pipe 8 is set at 45 degrees, so that the water flow is smoother.

[0038] The main pipe 8 is provided with a first transmission component. The first transmission component includes an extraction tube 9 fixedly connected to the end of the main pipe 8. A first four-way connector 10 is fixedly connected to the outside of the extraction tube 9. An extraction transmission tube 11 is fixedly connected inside the first four-way connector 10. There are two extraction transmission tubes 11. A second four-way connector 12 is fixedly connected to the outside of the extraction transmission tube 11. The two extraction transmission tubes 11 are respectively fixedly connected to the two ends of the second four-way connector 12. A four-way valve 13 is fixedly connected inside the second four-way connector 12.

[0039] The first transmission component also includes a first drain pipe 14 fixedly connected inside the second four-way connector 12. There are two first drain pipes 14. The second first drain pipe 14 is fixedly connected to the other end of the second four-way connector 12. A third four-way connector 15 is fixedly connected to the outside of one of the first drain pipes 14. A fourth valve 31 is fixedly connected to the outside of the other first drain pipe 14. A first drain pipe 16 is fixedly connected inside the third four-way connector 15.

[0040] During operation, water can be transferred through the extraction pipe 9 to the first four-way connector 10, then to the extraction and transfer pipe 11, and finally to the second four-way connector 12. The direction of water flow can be changed by the four-way valve 13, allowing water to enter the first drainage connector 14 and then to the first drainage pipe 16. This allows water to be transferred to the diaphragm, increasing pressure and accelerating the rate of water release from the soil.

[0041] The third four-way connector 15 is provided with a second transmission component on its outer side. The second transmission component includes two return pipes 17 fixedly connected to the other two ends of the third four-way connector 15. A second three-way connector 19 is fixedly connected to the outer side of one of the return pipes 17. A second drain pipe 20 is fixedly connected inside the second three-way connector 19. A first auxiliary connecting pipe 21 is fixedly connected to the other end of the second three-way connector 19. A second valve 22 is fixedly connected to the outer side of the first auxiliary connecting pipe 21. A third three-way connector 23 is fixedly connected to the outer side of the first auxiliary connecting pipe 21. The interior of the third three-way connector 23 is connected to the interior of one of the extraction transmission pipes 11.

[0042] The second transmission component also includes a first valve 18 fixedly connected to the outside of another return pipe 17. A first right-angle connector 24 is fixedly connected to the outside of the return pipe 17. A second auxiliary connector 25 is fixedly connected inside the first right-angle connector 24. A third valve 26 is fixedly connected to the outside of the second auxiliary connector 25. The end of the second auxiliary connector 25 is fixedly connected to the inside of the first four-way connector 10.

[0043] During operation, water can be transferred to the return pipe 17 through the third four-way connector 15, which in turn can transfer water to the second three-way connector 19, and then to the second drain pipe 20, thereby transferring water to the outside and reducing the moisture content inside the soil.

[0044] Example 2: Figure 3 As shown in the comparative embodiment one, another embodiment of the present invention is as follows: a return flow assembly is provided on the outside of the first four-way connector 10. The return flow assembly includes a third auxiliary connecting pipe 27 fixedly connected to the inside of the first four-way connector 10. A second right-angle connector 28 is fixedly connected to the end of the third auxiliary connecting pipe 27. Two second right-angle connectors 28 are provided. A vertical auxiliary connecting pipe 29 is fixedly connected inside each of the two second right-angle connectors 28. A fourth three-way connector 30 is fixedly connected between the two vertical auxiliary connecting pipes 29. The inside of the fourth three-way connector 30 is fixedly connected to the end of the first drain connecting pipe 14.

[0045] The reflux assembly also includes a fourth auxiliary connecting pipe 32 fixedly connected inside the second right-angle connector 28. The end of the fourth auxiliary connecting pipe 32 is fixedly connected to a third right-angle connector 33, and the interior of the third right-angle connector 33 is fixedly connected to the end of one of the extraction and transmission pipes 11.

[0046] During operation, water can be reversed through the first drain pipe 16 and the second drain pipe 20, thereby transmitting water to the first drain connecting pipe 14, the return pipe 17 and the first auxiliary connecting pipe 21, and then to the fourth auxiliary connecting pipe 32, the vertical auxiliary connecting pipe 29, the third auxiliary connecting pipe 27 and the extraction and transmission pipe 11, and finally to the main pipe 8 and the corrugated pipe 6, and finally to the plastic drain pipe. This can impact the mud and sand blocking the plastic drain pipe, thereby restoring the flow of water in the plastic drain pipe.

[0047] The construction method of the water-borne collaborative reinforcement system of the present invention includes the following specific control steps:

[0048] S1: By using excavators and bulldozers, the land to be processed is leveled, and a water storage tank is dug outside the land to be processed.

[0049] S2: After the land is excavated, the plastic drainage board can be inserted into the soil manually or by machine. Then, the corrugated secondary pipe 6 is connected to the plastic drainage board, and then the corrugated secondary pipe 6 is connected to the main pipe 8 through the first tee connector 7.

[0050] S3: After the corrugated secondary pipe 6 and the main pipe 8 are connected, an airtight diaphragm can be covered on the ground. Then, the main pipe 8 is connected to the vacuum pump, and the vacuum pump is connected to the intelligent control device to control the vacuum pump to extract air from the diaphragm and the soil, thereby applying pressure to the soil through the atmosphere.

[0051] S4: When a vacuum is created inside the soil and the diaphragm, the vacuum pump can extract the water that has been released from the soil and transfer it to the diaphragm through the first drainage pipe 16. This allows the water to exert pressure on the soil through gravity, thereby accelerating the rate at which water is released from the soil and thus accelerating the rate at which the soil clumps together.

[0052] S5: After the extraction work has reached a certain time, the water can be drawn into the main pipe 8 through the second drain pipe 20 by the vacuum pump, so that the water re-enters the plastic drain plate and washes away the mud and sand blocking the plastic drain plate, thereby restoring the flow of the plastic drain pipe.

[0053] S6: By integrating a vibrating wire pore water pressure sensor with a range of 0-200kPa, 10-minute data upload, a hydrostatic level with an accuracy of ±0.1mm, real-time settlement curves, and a variable frequency vacuum pump set, the extraction operation can be controlled, thereby ensuring the smooth operation of the system.

[0054] Working principle: By setting the PP core plate 3 to a corrugated shape, the filter holes on it are skewed, which prevents sediment from directly entering the interior of the PP core plate 3, thereby reducing the possibility of clogging. In addition, a polypropylene non-woven outer filter membrane 4 is set on the outside of the PP core plate 3, which can block sediment and further reduce the possibility of clogging. The PTFE microporous inner filter membrane 5 set on the inside of the PP core plate 3 can filter the sediment that may enter, thereby ensuring smooth drainage.

[0055] Water can be transferred through the extraction pipe 9 to the first four-way connector 10, then to the extraction and transfer pipe 11, and finally to the second four-way connector 12. The direction of water flow can be changed by the four-way valve 13, allowing water to enter the first drainage connector 14 and then to the first drainage pipe 16. This allows water to be transferred to the diaphragm, increasing the pressure and accelerating the rate of water release from the soil.

[0056] Water can be transferred to the return pipe 17 via the third four-way connector 15, then to the second three-way connector 19, and finally to the second drain pipe 20, thus transferring water to the outside and reducing the moisture content inside the soil.

[0057] The terms "front," "back," "left," "right," "top," and "bottom" all refer to the figures in the accompanying drawings. Figure 1 Based on the perspective of the observer, the side of the device facing the observer is defined as the front, the left side of the observer is defined as the left, and so on.

[0058] In the description of this invention, it should be understood that the terms "center", "longitudinal", "lateral", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this invention and simplifying the description, 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 this invention.

[0059] The foregoing has shown and described the basic principles, main features, and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of the invention. Various changes and modifications can be made to the invention without departing from its spirit and scope, and all such changes and modifications fall within the scope of the present invention as claimed. The scope of protection of the present invention is defined by the appended claims and their equivalents.

Claims

1. A water-borne collaborative reinforcement system, comprising a drainage board shell (1), wherein the drainage board shell (1) has a flow hole (2) inside; Its features are: The drainage board shell (1) is provided with a cleaning component inside. The cleaning component includes a PP core board (3) fixedly connected inside the drainage board shell (1). The PP core board (3) is corrugated. A polypropylene nonwoven outer filter membrane (4) is fixedly connected to the outside of the PP core board (3). A PTFE microporous inner filter membrane (5) is fixedly connected to the inside of the PP core board (3).

2. The waterborne collaborative reinforcement system according to claim 1, characterized in that: The drainage board shell (1) is provided with a drainage assembly at its end. The drainage assembly includes a corrugated sub-pipe (6) fixedly connected to the end of the drainage board shell (1). A first tee connector (7) is fixedly connected to the outside of the corrugated sub-pipe (6), and a main pipe (8) is fixedly connected inside the first tee connector (7).

3. The waterborne collaborative reinforcement system according to claim 2, characterized in that: The end of the main pipe (8) is provided with a first transmission component. The first transmission component includes an extraction tube (9) fixedly connected to the end of the main pipe (8). A first four-way connector (10) is fixedly connected to the outside of the extraction tube (9). An extraction transmission tube (11) is fixedly connected inside the first four-way connector (10). There are two extraction transmission tubes (11). A second four-way connector (12) is fixedly connected to the outside of the extraction transmission tube (11). The two extraction transmission tubes (11) are respectively fixedly connected to the two ends of the second four-way connector (12). A four-way valve (13) is fixedly connected inside the second four-way connector (12).

4. The waterborne collaborative reinforcement system according to claim 3, characterized in that: The first transmission component further includes a first drain connection pipe (14) fixedly connected inside the second four-way connector (12). There are two first drain connection pipes (14). The second first drain connection pipe (14) is fixedly connected to the other end of the second four-way connector (12). One of the first drain connection pipes (14) is fixedly connected to a third four-way connector (15) on the outside. The other first drain connection pipe (14) is fixedly connected to a fourth valve (31) on the outside. The third four-way connector (15) is fixedly connected to a first drain pipe (16) inside.

5. The waterborne collaborative reinforcement system according to claim 4, characterized in that: A second transmission component is provided on the outside of the third four-way connector (15). The second transmission component includes two return pipes (17) fixedly connected to the other two ends of the third four-way connector (15). A second three-way connector (19) is fixedly connected to the outside of one of the return pipes (17). A second drain pipe (20) is fixedly connected inside the second three-way connector (19). A first auxiliary connecting pipe (21) is fixedly connected to the other end of the second three-way connector (19). A second valve (22) is fixedly connected to the outside of the first auxiliary connecting pipe (21). A third three-way connector (23) is fixedly connected to the outside of the first auxiliary connecting pipe (21). The inside of the third three-way connector (23) is connected to the inside of one of the extraction transmission pipes (11).

6. The waterborne collaborative reinforcement system according to claim 5, characterized in that: The second transmission component also includes a first valve (18) fixedly connected to the outside of another return pipe (17), a first right-angle connector (24) fixedly connected to the outside of the return pipe (17), a second auxiliary connector (25) fixedly connected inside the first right-angle connector (24), a third valve (26) fixedly connected to the outside of the second auxiliary connector (25), and the end of the second auxiliary connector (25) fixedly connected to the inside of the first four-way connector (10).

7. The waterborne collaborative reinforcement system according to claim 6, characterized in that: A return flow assembly is provided on the outside of the first four-way connector (10). The return flow assembly includes a third auxiliary connecting pipe (27) fixedly connected inside the first four-way connector (10). A second right-angle connector (28) is fixedly connected to the end of the third auxiliary connecting pipe (27). There are two second right-angle connectors (28). A vertical auxiliary connecting pipe (29) is fixedly connected inside each of the two second right-angle connectors (28). A fourth three-way connector (30) is fixedly connected between the two vertical auxiliary connecting pipes (29). The interior of the fourth three-way connector (30) is fixedly connected to the end of the first drain connecting pipe (14).

8. The waterborne collaborative reinforcement system according to claim 7, characterized in that: The reflux assembly also includes a fourth auxiliary connecting pipe (32) fixedly connected inside the second right-angle connector (28). The end of the fourth auxiliary connecting pipe (32) is fixedly connected to a third right-angle connector (33). The interior of the third right-angle connector (33) is fixedly connected to the end of one of the extraction and transmission pipes (11).

9. A construction method for a water-borne synergistic reinforcement system, the method being used to control the water-borne synergistic reinforcement system described in claim 8, characterized in that: The method includes the following steps: S1: By using excavators and bulldozers, the land to be processed is leveled, and a water storage tank is dug outside the land to be processed. S2: After the land is excavated, the plastic drainage board can be inserted into the soil manually or by machine. Then the corrugated sub-pipe (6) is connected to the plastic drainage board. Then the corrugated sub-pipe (6) is connected to the main pipe (8) through the first tee connector 7. S3: After the corrugated secondary pipe (6) and the main pipe (8) are connected, an airtight diaphragm can be covered on the ground. Then the main pipe is connected to the vacuum pump and the vacuum pump is connected to the intelligent control device to control the vacuum pump to extract air from the diaphragm and the soil, thereby applying pressure to the soil through the atmosphere. S4: When a vacuum appears inside the soil and the diaphragm, the vacuum pump can extract the water that has been released from the soil and transfer the water to the diaphragm through the first drain pipe (16), thereby applying pressure to the soil through the gravity of the water, thereby accelerating the rate of water release from the soil and thus accelerating the rate of soil compaction. S5: After the extraction work has reached a certain time, the water can be drawn into the main pipe (8) through the second drain pipe (20) by the vacuum pump, so that the water can re-enter the plastic drain plate and wash away the mud and sand blocking the plastic drain plate, so that the plastic drain pipe can be restored to flow. S6: By integrating a pore water pressure sensor, a hydrostatic level, and a variable frequency vacuum pump unit, the extraction operation can be controlled, thereby ensuring the smooth operation of the system.

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