High-water-content soft soil site curing equipment and construction method

By installing solidification equipment on soft soil sites with high moisture content, and using water pumps and check mechanisms to quickly drain moisture, the problem of long construction cycles has been solved, and efficient solidification of soft soil sites has been achieved.

CN120967916AInactive Publication Date: 2025-11-18ZHEJIANG BAISHENGLI MATERIALS TECHNOLOGY CO LTD
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Patent Information

Application Number
CN202510918045.5
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-07-03
Publication Date
2025-11-18
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

Existing construction techniques for soft soil sites with high moisture content require extensive preparatory work and time-consuming and labor-intensive dismantling of facilities, resulting in long construction cycles and impacting the project schedule.

Method used

The system employs a combination of curing base, sealing rubber gasket, curing cover, suction steel pipe, drainage pipe, and water pump. By installing curing equipment in soft soil areas, the water pump's suction force is used to quickly drain water. Combined with a check valve and filtration system, backflow is prevented, thus achieving rapid curing.

Benefits of technology

It shortened the construction cycle, improved the efficiency of soft soil site consolidation, reduced working time, and ensured the stability and efficiency of construction.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention discloses high-water-content soft soil site curing equipment and a construction method, and relates to the technical field of soft soil site curing, the high-water-content soft soil site curing equipment comprises a curing seat, a sealing rubber pad and a curing cover, a water collecting groove is formed in an inner cavity of the curing seat, a sealing groove is formed in the top surface of the curing seat, and the sealing rubber pad is clamped in the sealing groove. The curing seat is arranged in the soft soil field, the sealing rubber pad is clamped into the sealing groove, the water absorption steel pipe penetrates through the curing seat to be inserted into the soft soil field, then the sealing strip of the curing cover is clamped into the sealing rubber pad, the curing seat is sealed through the curing cover, and an external drainage pipe is connected into the connecting pipe on the curing cover. The water drainage pipe is connected to the water suction pump, the suction force of the water suction pump is used for reducing the pressure intensity in the curing base, water in the soft soil field enters the water collecting tank of the curing base through the water suction steel pipe, and finally the water is discharged through the connecting pipe and the water drainage pipe, so that the curing efficiency of the soft soil field is improved, the working period is shortened, and time is saved.
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Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of soft soil site solidification, in particular to a high-moisture-content soft soil site solidification device and construction method. BACKGROUND

[0002] The high-moisture-content soft soil site needs to be drained and solidified before further construction, and the stability of the site is improved through the drainage and solidification construction process. The principle of the process is that the pore water in the soil is slowly drained, the pore ratio is reduced, the site is deformed and solidified, and the strength of the site soil gradually increases. The drainage and solidification method is mainly used to solve the settlement and stability problems of the site. In order to accelerate the solidification, the most effective way is to increase the drainage path in the natural soil layer, shorten the drainage distance, for example, set up vertical drainage channels, to accelerate the solidification of the site, shorten the preloading period of the preloading project, and achieve good solidification effect in a short period of time, so that the settlement is completed in advance; and accelerate the growth of the shear strength of the site soil, so that the rate of improvement of the bearing capacity of the site is always greater than the rate of increase of the construction load, to ensure the stability of the site.

[0003] The existing technology has the following problems:

[0004] The construction process needs a lot of preparatory work, such as marking and setting points, building ground pressure reduction facilities, and setting up water collection ditches, etc. After that, the formal drainage and solidification step can be entered. The demolition and transfer of the above-mentioned facilities after the completion of the drainage and solidification process is also a relatively time-consuming and laborious operation process. The overall construction period is long, which affects the construction period. Therefore, a high-moisture-content soft soil site solidification device and construction method are proposed. SUMMARY

[0005] The purpose of the present application is to provide a high-moisture-content soft soil site solidification device and construction method to solve the problems raised in the background art.

[0006] To solve the above technical problems, the technical solution adopted by the present application is:

[0007] In a first aspect, the present application provides a high-moisture-content soft soil site solidification device, which comprises a solidification seat, a sealing rubber pad and a solidification cover. The inner cavity of the solidification seat is provided with a water collection groove. The top surface of the solidification seat is provided with a sealing groove. The sealing rubber pad is clamped in the sealing groove. The bottom surface of the solidification cover is fixedly connected with a sealing strip. The sealing strip is clamped in the inside of the sealing rubber pad. The middle part of the water collection groove is provided with a check mechanism. The inner cavity of the solidification seat is inserted with a water absorption steel pipe. The bottom end of the water absorption steel pipe extends to the lower part of the solidification seat. The middle part of the solidification cover is fixedly connected with a connecting pipe. The top surface of the connecting pipe is sleeved with a drainage pipe. One end of the drainage pipe is provided with a water pump.

[0008] The check valve mechanism includes a check valve box fixedly connected inside the water collection tank. The check valve box has through slots on all four sides. A sealing door is movably connected to the inner side of the check valve box and above the through slots. A column is fixedly connected to the center of the bottom surface of the inner cavity of the check valve box. A guide rail is fixedly connected to the side of the column. A slider is slidably connected to the surface of the guide rail. A linkage rod is movably connected to the side of the slider. One end of the linkage rod is movably connected to the side of the sealing door.

[0009] A further improvement of the technical solution of the present invention is that: an elastic sheet is fixedly connected to the top surface of the slider, the top end of the elastic sheet is fixedly connected to one end of the guide rail, and a straight tube is fixedly connected to the top surface of the check box, and the straight tube is sleeved with the bottom end of the connecting tube.

[0010] A further improvement of the technical solution of the present invention is that: a water outlet pipe is fixedly connected to one side of the top end of the water-absorbing steel pipe, a limiting plate is fixedly connected to the surface of the water-absorbing steel pipe and below the water outlet pipe, a positioning groove is opened on the surface of the limiting plate, a rotating rod is rotatably connected to the bottom surface of the inner cavity of the curing seat, a rocker arm is rotatably connected to the top end of the rotating rod, a positioning rod is fixedly connected to the bottom surface of one end of the rocker arm, and the positioning rod is engaged with the positioning groove.

[0011] A further improvement of the technical solution of the present invention is that: a filter plate is fixedly connected to the inner cavity of the water-absorbing steel pipe and below the limiting plate; the surface of the filter plate is provided with filter holes; a diverting block is fixedly connected to the side of the filter plate; a pointed end is fixedly connected to one end of the diverting block; a water collecting cover is fixedly connected to the inner cavity of the water-absorbing steel pipe and below the pointed end; the opening of the water collecting cover is smaller on the side near the pointed end; water-absorbing holes are uniformly provided on the surface of the water-absorbing steel pipe; and the bottom end of the water-absorbing steel pipe is spike-shaped.

[0012] Secondly, the present invention also provides a construction method for a solidification device for soft soil sites with high moisture content, the construction method of which includes the following steps:

[0013] Step 1: Preparations before construction;

[0014] Step 2: Installation of curing equipment;

[0015] Step 3: Stabilize the soft soil site;

[0016] Step 4: Curing completes the process.

[0017] Further: Step one, pre-construction preparation, includes: removing stones and gravel from the surface of the soft soil site, using a bulldozer to level the protruding soil clods on the surface of the soft soil site, filling the trenches on the surface of the soft soil site with soil, and finally using a drilling machine to drill holes at the designated locations.

[0018] Further, the step two, the curing device installation specifically comprises:

[0019] S1, the curing seat is lifted by the hoist, and the curing seat is placed on the soft soil site, the position corresponds to the drilling position, the sealing rubber pad is clamped into the sealing groove;

[0020] S2, the water absorption steel pipe is inserted into the corresponding drilling through the curing seat, so that the limiting plate is tightly attached to the inner cavity of the curing seat, the water outlet pipe is directed to the direction of the water collecting tank, the rocker is rotated, the positioning rod is clamped into the positioning groove to position the water absorption steel pipe;

[0021] S3, the curing cover is lifted by the hoist, the connecting pipe is aligned with the straight pipe, the curing cover is slowly lowered to sleeve the connecting pipe on the straight pipe, and the sealing strip is clamped into the sealing rubber pad to close the curing seat;

[0022] S4, the water pump is placed outside the site, the input end of the water pump is connected with one end of the drain pipe, the other end of the drain pipe is connected with the top end of the connecting pipe, and the installation work is completed.

[0023] Further, the step three, the soft soil site curing comprises: starting the water pump to work, when the water pump works, the pressure in the check box decreases, the door opens the through groove, the pressure in the subsequent curing seat decreases, the moisture in the soft soil site enters the water absorption steel pipe through the water absorption hole, the moisture enters the water collecting tank through the water outlet pipe, enters the check box through the through groove, and finally the moisture is discharged through the straight pipe and the drain pipe, so that the soft soil site curing work is realized.

[0024] Further, the step four, the curing end work comprises: after the curing ends, the water pump is turned off, the elastic sheet drives the door to pop back to close the through groove, to prevent the moisture from flowing back, the curing cover is lifted from the soft soil site by the hoist, the rocker is rotated, the positioning rod is separated from the positioning groove, the water absorption steel pipe is pulled out from the drilling, and finally the curing seat is lifted from the soft soil site by the hoist, the remaining moisture in the water collecting tank is cleaned, the curing device is loaded on the vehicle, and the next soft soil site is arrived.

[0025] Due to the adoption of the above technical scheme, the present application has the following technical progress compared with the prior art:

[0026] 1. The application provides a high water content soft soil site curing equipment and construction method, which adopts the cooperation of curing seat, sealing groove, water collecting groove, sealing rubber pad, curing cover, water absorbing steel pipe, drain pipe and water pump, the curing seat is placed in the soft soil site, the sealing rubber pad is clamped into the sealing groove, the water absorbing steel pipe is inserted into the soft soil site through the curing seat, the sealing strip of the curing cover is clamped into the sealing rubber pad, the curing seat is sealed by the curing cover, the connecting pipe on the curing cover is connected with the external drain pipe, the drain pipe is connected with the water pump, the pressure in the curing seat is reduced by the suction force of the water pump, the water in the soft soil site enters the water collecting groove in the curing seat through the water absorbing steel pipe, and finally the water is discharged through the connecting pipe and the drain pipe, so that the curing efficiency of the soft soil site is improved, the working period is reduced, and time is saved.

[0027] 2. The application provides a high water content soft soil site curing equipment and construction method, which adopts the cooperation of check mechanism, check box, through groove, stand column, sliding block, guide rail, linkage rod, sealing door, elastic sheet and straight pipe, the straight pipe is connected with the connecting pipe, when the water pump works, the straight pipe extracts the air in the check box, the pressure in the check box is reduced, the water in the water collecting groove extrudes the sealing door to open the through groove, the sealing door drives the linkage rod to move, the linkage rod drives the sliding block to move on the surface of the guide rail, and the sliding block compresses the elastic sheet to generate elastic force, after the through groove is opened, the water in the water collecting groove enters the check box, so that the water is conveniently pumped away, when the water pump stops working, the pressure in the check box is restored, the elastic force of the elastic sheet drives the sealing door to rebound to close the through groove, so that the water in the check box and the connecting pipe is prevented from returning, and the curing effect is ensured.

[0028] 3. The application provides a high water content soft soil site curing equipment and construction method, which adopts the cooperation of rotating rod, rocker, positioning rod, water absorbing steel pipe, limiting plate, positioning groove, water outlet pipe, water absorbing hole, water filter disc, flow dividing block, sharp head and water collecting cover, the water absorbing steel pipe is inserted through the curing seat, the limiting plate is tightly attached to the inner cavity of the curing seat, the rotating rod is used to rotate the rocker, and the positioning rod is rotated into the positioning groove, so that the water absorbing steel pipe is quickly fixed, when the water absorbing steel pipe absorbs water, the water is mixed with soil, the mixture is gathered in the water collecting cover, and the mixture is scattered by the sharp head when the mixture is discharged from the water collecting cover, so that the mixture is divided by the flow dividing block, the mixture is refined, and finally the mixture is filtered by the water filter disc and discharged, so that the soil particles are prevented from blocking the pipeline, and the normal operation of the device is ensured. BRIEF DESCRIPTION OF DRAWINGS

[0029] Figure 1 It is a three-dimensional structure schematic view of the application;

[0030] Figure 2 It is a structure schematic view of the curing seat of the application;

[0031] Figure 3This is a schematic diagram of the anti-return mechanism of the present invention;

[0032] Figure 4 This is a schematic diagram of the structure of the water-absorbing steel pipe of the present invention;

[0033] Figure 5 This is a schematic diagram of the curing cap structure of the present invention;

[0034] Figure 6 This is an enlarged structural diagram of point A in the present invention;

[0035] Figure 7 This is a cross-sectional structural diagram of the water-absorbing steel pipe of the present invention.

[0036] In the diagram: 1. Curing base; 11. Sealing groove; 12. Water collection groove; 13. Check valve mechanism; 131. Check valve box; 132. Through groove; 133. Column; 134. Slider; 135. Guide rail; 136. Linkage rod; 137. Sealing door; 138. Elastic sheet; 139. Straight pipe; 14. Rotating rod; 15. Rocker arm; 16. Positioning rod; 2. Sealing rubber gasket; 3. Curing cover; 31. Sealing strip; 32. Connecting pipe; 4. Water suction steel pipe; 41. Limiting plate; 42. Positioning groove; 43. Water outlet pipe; 44. Water suction hole; 45. Filter tray; 46. Diverter block; 47. Pointed end; 48. Water collection cover; 5. Drain pipe; 6. Water pump. Detailed Implementation

[0037] The present invention will be further described in detail below with reference to embodiments:

[0038] Example 1

[0039] Firstly, such as Figures 1-7 As shown, the present invention provides a solidification device for soft soil sites with high moisture content, including a solidification seat 1, a sealing rubber pad 2, and a solidification cover 3. The solidification seat 1 has a water collection trough 12 in its inner cavity and a sealing groove 11 on its top surface. The sealing rubber pad 2 is snapped into the sealing groove 11. A sealing strip 31 is fixedly connected to the bottom surface of the solidification cover 3 and is snapped into the inside of the sealing rubber pad 2. A check valve mechanism 13 is provided in the middle of the water collection trough 12. A water suction steel pipe 4 is inserted into the inner cavity of the solidification seat 1 and extends to the bottom of the solidification seat 1. A connecting pipe 32 is fixedly connected to the middle of the solidification cover 3 and a drain pipe 5 is sleeved on the top surface of the connecting pipe 32. A water pump 6 is provided at one end of the drain pipe 5.

[0040] By placing the solidification seat 1 in the soft soil site, clamping the sealing rubber pad 2 into the sealing groove 11, inserting the water absorption steel pipe 4 into the soft soil site through the solidification seat 1, clamping the sealing strip 31 of the solidification cover 3 into the sealing rubber pad 2, sealing the solidification seat 1 by using the solidification cover 3, connecting the external drainage pipe 5 into the connecting pipe 32 on the solidification cover 3, connecting the drainage pipe 5 to the water pump 6, reducing the pressure in the solidification seat 1 by using the suction force of the water pump 6, and finally discharging the water in the soft soil site through the connecting pipe 32 and the drainage pipe 5, the solidification efficiency of the soft soil site is accelerated, the working cycle is reduced, and the time is saved.

[0041] The check mechanism 13 comprises a check box 131 fixedly connected inside the water collecting tank 12, four sides of the check box 131 are provided with through grooves 132, the inner cavity side of the check box 131 and above the through grooves 132 are movably connected with a sealing door 137, the inner cavity bottom of the check box 131 is fixedly connected with a vertical column 133, the side of the vertical column 133 is fixedly connected with a guide rail 135, the surface of the guide rail 135 is slidably connected with a sliding block 134, the side of the sliding block 134 is movably connected with a linkage rod 136, one end of the linkage rod 136 is movably connected to the side of the sealing door 137, the top surface of the sliding block 134 is fixedly connected with an elastic sheet 138, the top end of the elastic sheet 138 is fixedly connected to one end of the guide rail 135, the top surface of the check box 131 is fixedly connected with a straight pipe 139, the straight pipe 139 is sleeved with the bottom end of the connecting pipe 32, the straight pipe 139 is connected with the connecting pipe 32, when the water pump 6 works, the straight pipe 139 extracts the air in the check box 131, the pressure in the check box 131 is reduced, the water in the water collecting tank 12 extrudes the sealing door 137 to open the through grooves 132, the sealing door 137 drives the linkage rod 136 to move, the linkage rod 136 drives the sliding block 134 to move on the surface of the guide rail 135, and the sliding block 134 compresses the elastic sheet 138 to generate elastic force, after the through grooves 132 are opened, the water in the water collecting tank 12 enters the check box 131, which facilitates the water to be pumped away, when the water pump 6 stops working, the pressure in the check box 131 is restored, the elastic sheet 138 restores the elastic force to drive the sealing door 137 to rebound to close the through grooves 132, preventing the water in the check box 131 and the connecting pipe 32 from returning, and ensuring the solidification effect.

[0042] Embodiment 2

[0043] As Figures 1-7As shown, on the basis of embodiment 1, the application provides a technical scheme: preferably, the top end of the water absorption steel pipe 4 is fixedly connected with a water outlet pipe 43, the surface of the water absorption steel pipe 4 and below the water outlet pipe 43 is fixedly connected with a limiting plate 41, the surface of the limiting plate 41 is provided with a positioning groove 42, the inner cavity bottom surface of the solidification seat 1 is rotatably connected with a rotating rod 14, the top end of the rotating rod 14 is rotatably connected with a rocker 15, one end of the rocker 15 is fixedly connected with a positioning rod 16, the positioning rod 16 is clamped with the positioning groove 42, the inner cavity of the water absorption steel pipe 4 and below the limiting plate 41 is fixedly connected with a water filter disc 45, the surface of the water filter disc 45 is provided with a water filtering hole, the side surface of the water filter disc 45 is fixedly connected with a shunt block 46, one end of the shunt block 46 is fixedly connected with a sharp head 47, the inner cavity of the water absorption steel pipe 4 and below the sharp head 47 is fixedly connected with a water collecting cover 48, the side of the water collecting cover 48 close to the sharp head 47 is provided with a small opening, the surface of the water absorption steel pipe 4 is uniformly provided with a water absorption hole 44, and the bottom end of the water absorption steel pipe 4 is sharp, the water absorption steel pipe 4 is passed through the solidification seat 1, the limiting plate 41 is tightly attached to the inner cavity of the solidification seat 1, the rocker 15 is rotated by the action of the rotating rod 14, the positioning rod 16 is rotated into the positioning groove 42, so that the water absorption steel pipe 4 is quickly fixed, when the water absorption steel pipe 4 absorbs water, the water is mixed with soil, the mixture is gathered in the water collecting cover 48, and the mixture is discharged from the water collecting cover 48 and collides with the sharp head 47, the mixture is scattered by the sharp head 47, then the mixture is shunted by the shunt block 46, so that the mixture is refined, finally the mixture is filtered by the water filter disc 45 and discharged, so that the soil particles are prevented from blocking the pipeline.

[0044] In a second aspect, the application further provides a construction method of the high water content soft soil site solidification equipment, and the construction method comprises the following steps:

[0045] Step one, preparation before construction;

[0046] Step two, solidification equipment installation;

[0047] Step three, soft soil site solidification;

[0048] Step four, solidification end work.

[0049] The step one, preparation before construction, comprises the following steps: removing the stones and pebbles on the surface of the soft soil site, using the shovel to flatten the protruding soil blocks on the surface of the soft soil site, using the soil to fill the grooves on the surface of the soft soil site, and finally using the drilling machine to drill holes at the specified positions;

[0050] The step two, solidification equipment installation, specifically comprises the following steps:

[0051] S1, the solidification seat 1 is hoisted by the hoisting machine, and the solidification seat 1 is placed on the soft soil site, the position corresponds to the hole position, and the sealing rubber pad 2 is clamped into the sealing groove 11;

[0052] S2, the water absorption steel pipe 4 is inserted into the corresponding drill hole through the solidification seat 1, so that the limiting plate 41 is tightly attached to the inner cavity of the solidification seat 1, the water outlet pipe 43 is directed towards the water collecting tank 12, the rocker 15 is rotated, the positioning rod 16 is clamped into the positioning groove 42, and the water absorption steel pipe 4 is positioned;

[0053] S3, the solidification cover 3 is lifted by the lifting machine, the connecting pipe 32 is aligned with the straight pipe 139, the solidification cover 3 is slowly lowered to cover the connecting pipe 32 on the straight pipe 139, and the sealing strip 31 is clamped into the sealing rubber pad 2 to seal the solidification seat 1.

[0054] S4, the water pump 6 is placed outside the site, the input end of the water pump 6 is connected with one end of the drain pipe 5, the other end of the drain pipe 5 is connected with the top end of the connecting pipe 32, and the installation work is completed.

[0055] In the third step, the soft soil site solidification includes: starting the water pump 6 to work, the pressure in the check box 131 is reduced when the water pump 6 works, the sealing door 137 opens the through slot 132, the pressure in the solidification seat 1 is reduced, the moisture in the soft soil site enters the water absorption steel pipe 4 through the water absorption hole 44, the moisture enters the water collecting tank 12 through the water outlet pipe 43, enters the check box 131 through the through slot 132, and finally is discharged through the straight pipe 139 and the drain pipe 5 to realize the solidification work of the soft soil site.

[0056] In the fourth step, the solidification end work includes: after the solidification is completed, the water pump 6 is turned off, the elastic sheet 138 drives the sealing door 137 to pop back to close the through slot 132 to prevent the backflow of water, the solidification cover 3 is lifted from the soft soil site by the lifting machine, the rocker 15 is rotated to separate the positioning rod 16 from the positioning groove 42, the water absorption steel pipe 4 is pulled out of the drill hole, and finally the solidification seat 1 is lifted from the soft soil site by the lifting machine, the remaining water in the water collecting tank 12 is cleaned, the solidification equipment is loaded on the vehicle, and the next soft soil site is reached.

[0057] The above describes the present application in detail, but some modifications or improvements can be made on the basis of the present application, which is obvious to those skilled in the art. Therefore, the modifications or improvements without departing from the spirit of the present application are within the protection scope of the present application.

Claims

1. A high-moisture-content soft-soil site solidification apparatus comprising a solidification seat (1), a sealing rubber pad (2), and a solidification cover (3), characterized by: The inner cavity of the curing seat (1) is provided with a water collecting groove (12), the top surface of the curing seat (1) is provided with a sealing groove (11), the sealing rubber pad (2) is clamped in the sealing groove (11), the bottom surface of the curing cover (3) is fixedly connected with a sealing strip (31), the sealing strip (31) is clamped in the inside of the sealing rubber pad (2), the middle part of the water collecting groove (12) is provided with a check mechanism (13), the inner cavity of the curing seat (1) is inserted with a water absorbing steel pipe (4), the bottom end of the water absorbing steel pipe (4) extends to the lower side of the curing seat (1), the middle part of the curing cover (3) is fixedly connected with a connecting pipe (32), the top surface of the connecting pipe (32) is sleeved with a drain pipe (5), one end of the drain pipe (5) is provided with a water pump (6). The check mechanism (13) comprises a check box (131) fixedly connected in the inner cavity of the water collecting groove (12), four surfaces of the check box (131) are provided with through grooves (132), the inner cavity side surface of the check box (131) and above the through grooves (132) are movably connected with a door (137), the inner cavity bottom surface of the check box (131) is fixedly connected with a stand column (133), the side surface of the stand column (133) is fixedly connected with a guide rail (135), the surface of the guide rail (135) is slidably connected with a sliding block (134), the side surface of the sliding block (134) is movably connected with a linkage rod (136), one end of the linkage rod (136) is movably connected with the side surface of the door (137).

2. The high water content soft soil site solidification apparatus according to claim 1, characterized by: The top surface of the sliding block (134) is fixedly connected with an elastic sheet (138), the top end of the elastic sheet (138) is fixedly connected with one end of the guide rail (135), the top surface of the check box (131) is fixedly connected with a straight pipe (139), the straight pipe (139) is sleeved with the bottom end of the connecting pipe (32).

3. The high water content soft soil site solidification apparatus according to claim 1, characterized by: The top end side of the water absorbing steel pipe (4) is fixedly connected with a water outlet pipe (43), the surface of the water absorbing steel pipe (4) and below the water outlet pipe (43) is fixedly connected with a limiting plate (41), the surface of the limiting plate (41) is provided with a positioning groove (42), the inner cavity bottom surface of the curing seat (1) is rotatably connected with a rotating rod (14), the top end of the rotating rod (14) is rotatably connected with a rocker (15), the bottom surface of one end of the rocker (15) is fixedly connected with a positioning rod (16), the positioning rod (16) is clamped with the positioning groove (42).

4. The high water content soft soil site solidification apparatus according to claim 3, characterized by: The inner cavity of the water absorbing steel pipe (4) and below the limiting plate (41) is fixedly connected with a water filtering disc (45), the surface of the water filtering disc (45) is provided with a water filtering hole, the side surface of the water filtering disc (45) is fixedly connected with a shunt block (46), one end of the shunt block (46) is fixedly connected with a sharp head (47), the inner cavity of the water absorbing steel pipe (4) and below the sharp head (47) is fixedly connected with a water collecting cover (48), the side opening of the water collecting cover (48) near the sharp head (47) is small, the surface of the water absorbing steel pipe (4) is uniformly provided with water absorbing holes (44), and the bottom end of the water absorbing steel pipe (4) is sharp.

5. A construction method of a high water content soft soil site solidification apparatus for constructing the high water content soft soil site solidification apparatus according to any one of claims 1 to 4, characterized by: The construction method of the high-water-content soft soil site solidification device comprises the following steps: Step one, preparation before construction; Step two, solidification device installation; Step three, soft soil site solidification; Step four, solidification end work.

6. The construction method of a high water content soft soil site solidification apparatus according to claim 5, characterized by: The step one, preparation before construction, comprises the following steps: removing stones and pebbles on the surface of the soft soil site, using a shovel to flatten protruding soil on the surface of the soft soil site, using soil to fill in the trenches on the surface of the soft soil site, and finally drilling holes at designated positions using a drilling machine.

7. The construction method of a high water content soft soil site solidification apparatus according to claim 5, characterized by: The step two, solidification device installation, specifically comprises the following steps: S1, lifting the solidification seat (1) using a hoist and placing it on the soft soil site, with the position corresponding to the drilling position, and clamping the sealing rubber pad (2) into the sealing groove (11); S2, inserting the water absorption steel pipe (4) through the solidification seat (1) and into the corresponding drilling hole, so that the limiting plate (41) tightly abuts against the inner cavity of the solidification seat (1), the water outlet pipe (43) is directed towards the water collecting tank (12), the rocker (15) is rotated, the positioning rod (16) is clamped into the positioning groove (42), and the water absorption steel pipe (4) is positioned; S3, lifting the solidification cover (3) using a hoist, aligning the connecting pipe (32) with the straight pipe (139), slowly lowering the solidification cover (3) to sleeve the connecting pipe (32) on the straight pipe (139), and clamping the sealing strip (31) into the sealing rubber pad (2) to seal the solidification seat (1); S4, placing the water pump (6) outside the site, connecting the input end of the water pump (6) with one end of the drain pipe (5), and connecting the other end of the drain pipe (5) with the top end of the connecting pipe (32), to complete the installation work.

8. The construction method of a high water content soft soil site solidification apparatus according to claim 5, characterized by: The step three, soft soil site solidification, comprises the following steps: starting the water pump (6) to work, reducing the pressure in the check box (131) when the water pump (6) is working, opening the through groove (132) by the sealing door (137), reducing the pressure in the subsequent solidification seat (1), allowing the moisture in the soft soil site to enter the water absorption steel pipe (4) through the water absorption hole (44), allowing the moisture to enter the water collecting tank (12) through the water outlet pipe (43), allowing the moisture to enter the check box (131) through the through groove (132), and finally allowing the moisture to be discharged through the straight pipe (139) and the drain pipe (5), to achieve the solidification of the soft soil site.

9. The construction method of a high water content soft soil site solidification apparatus according to claim 5, characterized by: The step four, solidification end work, comprises the following steps: after the solidification is completed, turning off the water pump (6), allowing the elastic sheet (138) to drive the sealing door (137) to pop back to seal the through groove (132) to prevent backflow of the moisture, lifting the solidification cover (3) from the soft soil site using a hoist, rotating the rocker (15) to separate the positioning rod (16) from the positioning groove (42), pulling out the water absorption steel pipe (4) from the drilling hole, and finally lifting the solidification seat (1) from the soft soil site using a hoist, cleaning the remaining moisture in the water collecting tank (12), and loading the entire solidification device onto a vehicle to go to the next soft soil site.