A kind of tearable film vacuum preloading method drainage plate laying auxiliary device and construction method
By coordinating the insertion plate unit, the horizontal film-tearing unit, and the vertical film-tearing unit, the problems of inaccurate film-tearing and low efficiency in the construction of drainage boards using the vacuum pre-compression method are solved, thus achieving precise installation and efficient construction of drainage boards.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- GUANGDONG NO 2 HYDROPOWER ENGINEERING COMPANY LTD
- Filing Date
- 2025-11-21
- Publication Date
- 2026-04-17
AI Technical Summary
In the construction process of existing vacuum preloading drainage boards, the tearing height of the outer membrane is inaccurate and inefficient, resulting in reduced drainage effect. Manual operation is also inefficient and costly.
The system employs a coordinated approach involving a plate inserter, a horizontal film-tearing unit, a vertical film-tearing unit, and a film-tearing fixing unit. The plate inserter fixes the drainage board, the film-tearing fixing unit clamps and expands the outer membrane, the vertical film-tearing unit cuts vertical cracks on the outer membrane, and the horizontal film-tearing unit performs horizontal cuts, achieving precise film tearing.
It improves the accuracy and efficiency of film-tearing height, reduces construction costs, solves the problems of inaccurate and inefficient manual operation, and achieves precise installation of drainage boards.
Smart Images

Figure CN121183736B_ABST
Abstract
Description
Technical Field
[0001] This invention relates to the field of drainage board laying technology, and in particular to an auxiliary device and construction method for laying drainage boards using a tearable membrane vacuum pre-compression method. Background Technology
[0002] With the increasing demand for infrastructure land in coastal cities, the development and utilization of soft foundations with low water content and low strength has become particularly important. These foundations typically exhibit poor permeability, high compressibility, and low bearing capacity, posing significant challenges to construction projects. To effectively address these soft foundations, various technologies and methods have been employed. Currently, the main methods for soft foundation treatment include surcharge preloading, electro-osmosis reinforcement, and vacuum preloading.
[0003] Surcharge preloading increases the pore water pressure in the soil by applying a preload, causing the pore water to drain out. As the pore water pressure gradually dissipates, the effective stress increases, thereby increasing the soil's strength and stability. Electroosmosis reinforcement involves inserting metal electrodes into the soil and applying direct current. Under the influence of the electric field, the negative charge on the surface of soil particles increases, making it easier for water molecules and cations to be attracted to the surface, forming a fixed layer—a strongly bound water layer—while water molecules in the weakly bound water layer are expelled, thus reinforcing the soil. Vacuum preloading involves burying drainage boards in the soil, laying a sand cushion layer and a sealing membrane on the ground, and using a vacuum device to remove air, creating a pressure difference between the inside and outside of the drainage board and membrane. The pore water pressure continuously dissipates, and the effective stress increases, thus reinforcing the soil. Vacuum preloading is widely used in ports, docks, airports, and industrial and civil buildings due to its advantages of short construction period, high safety, environmental friendliness, and relatively low cost.
[0004] In existing vacuum preloading drainage consolidation technology, drainage boards often bend during the vacuum preloading process as the foundation continuously drains and consolidates. Studies have shown that bending of the drainage boards makes them more prone to clogging, significantly reducing drainage efficiency. To address this issue, a membrane-tearing technique is used to tear off a portion of the drainage board's outer membrane and bury the torn portion in the sand layer, increasing friction in the soil and thus mitigating bending. However, in current engineering practice, the membrane-tearing process is generally performed by workers, which leads to problems such as inaccurate tearing height and low efficiency.
[0005] Therefore, there is an urgent need to provide an auxiliary device and construction method for laying drainage boards using the tearable film vacuum pre-compression method, which can improve the accuracy of the tearing height and the tearing efficiency compared with existing technologies. Summary of the Invention
[0006] This invention addresses the technical problems existing in the prior art by providing an auxiliary device and construction method for laying drainage boards using a tearable membrane vacuum pre-compression method.
[0007] To achieve the above objectives, the technical solution adopted by the present invention is as follows:
[0008] An auxiliary device for laying drainage boards using a tearable film vacuum pre-compression method includes an insert plate unit, a horizontal film-tearing unit, a vertical film-tearing unit, a support plate, a film-tearing fixing unit, telescopic support rods, and a drainage board. Multiple telescopic support rods are arranged below the insert plate unit, with their lower ends mounted on the support plate. The support plate is placed on the ground. The horizontal film-tearing unit is also connected below the insert plate unit. The vertical film-tearing unit is installed on the side of the telescopic support rods. The drainage board is connected to the insert plate unit, and the film-tearing fixing unit is provided on the support plate.
[0009] The insert plate unit is used to clamp and control the vertical movement of the drainage plate;
[0010] The film-tear fixing unit is used to clamp and stretch the outer film at the lower end of the drainage board;
[0011] The vertical tearing unit is used to cut the outer membrane of the drainage board to form vertical cracks;
[0012] The horizontal tearing unit is used to make a horizontal circumferential cut at the end of the crack.
[0013] Furthermore, the insert plate unit includes a steel pipe sleeve, a drive motor, a transmission chain, a drive wheel, and a protective box. The steel pipe sleeve passes through the protective box, and the drainage plate passes through the steel pipe sleeve. The drive motor is installed on the upper outer wall of the protective box, and the drive wheel is installed on the inner side wall of the protective box. The rotation shaft of the drive wheel is transmitted to the output end of the drive motor through the transmission chain. The drive wheel meshes with the side wall of the steel pipe sleeve located inside the protective box.
[0014] Multiple drive motors and drive wheels are provided, and each drive motor and drive wheel is arranged in a one-to-one correspondence. The drive motors and drive wheels are distributed on both sides of the steel pipe sleeve.
[0015] Furthermore, the horizontal film-tearing unit includes a pneumatic lifting rod, a horizontal film-tearing guide rail, and a horizontal film-tearing assembly. The pneumatic lifting rod includes a fixed part and an extended part. The fixed part is fixed to the lower wall of the protective box, and the extended part is fixedly connected to the upper wall of the horizontal film-tearing guide rail. The horizontal film-tearing guide rail has a frame structure, and the steel pipe sleeve passes through the horizontal film-tearing guide rail. The horizontal film-tearing assembly is slidably connected to the horizontal film-tearing guide rail.
[0016] Furthermore, the horizontal film-tearing assembly includes sliding wheels, a film-tearing platform, a film-tearing cutter, and a servo motor. The film-tearing platform is located below the horizontal film-tearing guide rail. The servo motors are fixedly installed on one set of diagonal corners of the film-tearing platform. The output end of each servo motor is fixedly connected to a sliding wheel. Sliding wheels are rotatably installed on another set of diagonal corners of the film-tearing platform. All the sliding wheels are located on one side of the film-tearing platform and are slidably connected to the horizontal film-tearing guide rail. The film-tearing cutter is installed on the side wall of the film-tearing platform opposite to the sliding wheels. The film-tearing cutter is correspondingly arranged with a sliding wheel that is not connected to a servo motor.
[0017] Furthermore, the horizontal film-tearing guide rail is provided with an inner slide rail and an outer slide rail. A sliding wheel connected to a servo motor and a sliding wheel not connected to a servo motor are installed on the inner slide rail, and the remaining two sliding wheels are installed on the outer slide rail.
[0018] Furthermore, the vertical film-tearing unit includes a vertical film-tearing guide rail, a telescopic bracket, and a vertical film-tearing assembly. The vertical film-tearing guide rail is mounted on the telescopic support rod via the telescopic bracket. The vertical film-tearing guide rail is slidably connected to the support plate, and the vertical film-tearing assembly is slidably connected to the vertical film-tearing guide rail. The structure of the vertical film-tearing assembly is the same as that of the horizontal film-tearing assembly.
[0019] Furthermore, each of the opposite sidewalls of the vertical film-tearing guide rail is provided with a slide rail. A slide wheel connected to a servo motor and a slide wheel not connected to a servo motor are installed on one side of the slide rail, and the remaining two slide wheels are installed on the other side of the slide rail.
[0020] Furthermore, the film-tear fixing unit includes a driving element, an outer film clamp, and a telescopic support plate. The driving element is mounted on the support plate and is connected to two telescopic support plates via a telescopic rod. The outer film clamp is installed on the side wall of the telescopic support plate near the driving element. The outer film clamp is used to clamp the outer film at the lower end of the drainage board. The driving element adjusts the distance between the two telescopic support plates by driving the telescopic rod, thereby opening the outer film at the lower end of the drainage board.
[0021] Furthermore, multiple telescopic support rods are provided for stepless adjustment. A verticality sensing unit is provided on the side wall of the telescopic support rod. The verticality sensing unit includes an infrared transmitter and an infrared receiver. The infrared transmitter and the infrared receiver are set on different side walls of the telescopic support rod, and the infrared transmitter and the infrared receiver are correspondingly set at the same height.
[0022] A construction method for an auxiliary device for laying a tearable membrane vacuum preloading drainage board includes the following steps:
[0023] S1. Place the tearable film vacuum pre-compression drainage board laying auxiliary device at the insertion plate position of the drainage board, pass the drainage board through the upper end of the steel pipe sleeve, and adjust the height of the telescopic support rod to achieve the tearing height.
[0024] S2. The film-tearing fixing unit clamps and opens the outer film at the lower end of the drainage board;
[0025] S3. The vertical tearing guide rail moves to the tearing position under the drive of the telescopic bracket. The vertical tearing assembly moves from bottom to top along the vertical tearing guide rail to cut a crack in the outer membrane of the drainage board. Then the vertical tearing unit returns to the initial position.
[0026] S4. The horizontal film-tearing guide rail moves to the top of the crack under the action of the pneumatic lifting rod. The horizontal film-tearing assembly cuts around the horizontal film-tearing guide rail to cut off the outer film of the drainage board. After the film cutting is completed, the horizontal film-tearing unit returns to the initial position.
[0027] S5. Start the drive motor to move the steel pipe sleeve downwards, thereby inserting the drainage board into the soil. After reaching the specified insertion depth, pull it back to the ground and cut off the excess drainage board to complete the film tearing and insertion process.
[0028] Compared with the prior art, the beneficial effects of the present invention are as follows:
[0029] This invention utilizes the coordinated operation of an insert plate unit, a horizontal film-tearing unit, a vertical film-tearing unit, and a film-tearing fixing unit. The insert plate unit secures the drainage board, then clamps and expands the lower end of the drainage board's outer membrane. Next, the vertical film-tearing unit cuts a vertically extending slit in the outer membrane, and the horizontal film-tearing unit cuts around the top of the slit horizontally. Finally, the insert plate unit inserts the drainage board into the soil to a specified depth, cutting the drainage board above the soil surface, thus completing the installation. This precise film-tearing process solves the problems of inaccuracy and low efficiency associated with manual film tearing, improves the accuracy and efficiency of film tearing height, saves time and labor, and reduces construction costs. Attached Figure Description
[0030] Figure 1 This is a schematic diagram of the overall structure of the present invention.
[0031] Figure 2 This is a schematic diagram illustrating the insert unit structure of the present invention.
[0032] Figure 3 This is a schematic diagram illustrating the structure of the horizontal film-tearing assembly of the present invention.
[0033] Figure 4 This is a schematic diagram illustrating the vertical film-tearing unit structure of the present invention.
[0034] Figure 5 This is a schematic diagram illustrating the structure of the film-tear fixing unit of the present invention.
[0035] Explanation of reference numerals in the attached figures:
[0036] 1. Insertion plate unit; 101. Steel pipe sleeve; 102. Drive motor; 103. Transmission chain; 104. Drive wheel; 105. Protective box; 2. Horizontal film tearing unit; 201. Pneumatic lifting rod; 202. Horizontal film tearing guide rail; 203. Horizontal film tearing assembly; 204. Sliding wheel; 205. Film tearing platform; 206. Connecting bolt; 207. Film tearing cutter; 208. Fixing screw; 209. Servo motor; 3. Vertical film tearing unit; 301. Vertical film tearing guide rail; 302. Telescopic bracket; 303. Vertical film tearing assembly; 4. Support plate; 5. Film tearing fixing unit; 501. Drive element; 502. Outer film clamp; 503. Telescopic support plate; 6. Verticality sensing unit; 601. Infrared transmitter; 602. Infrared receiver; 7. Telescopic support rod; 8. Drainage plate. Detailed Implementation
[0037] The technical solution of the present invention will be clearly described below with reference to the accompanying drawings. Obviously, the described embodiments are not all embodiments of the present invention. All other embodiments obtained by those skilled in the art without creative effort are within the protection scope of the present invention. It should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," etc., indicating the orientation or positional relationship are based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description. They 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, and therefore should not be construed as a limitation of the present invention.
[0038] like Figure 1As shown, the present invention provides an auxiliary device for laying drainage boards using a tearable film vacuum pre-compression method, comprising an insert plate unit 1, a horizontal film-tearing unit 2, a vertical film-tearing unit 3, a support plate 4, a film-tearing fixing unit 5, telescopic support rods 7, and a drainage board 8. Multiple telescopic support rods 7 are arranged below the insert plate unit 1, with their lower ends mounted on the support plate 4. The support plate 4 is placed on the ground. The horizontal film-tearing unit 2 is also connected below the insert plate unit 1. The vertical film-tearing unit 3 is installed on the side of the telescopic support rods 7. The drainage board 8 is connected to the insert plate unit 1. The support plate 4 is provided with a film-tearing fixing unit 5. The support plate 4 has a clearance groove through which the drainage board 8 is inserted into the soil. The insert plate unit 1 is used to control the vertical movement of the drainage plate 8. The vertical tearing film unit 3 is used to cut the outer film of the drainage plate 8 to form a vertical crack. The horizontal tearing film unit 2 is used to cut the vertical crack in the horizontal direction, thereby tearing the outer film of the drainage plate 8. The tearing film fixing unit 5 is used to clamp and spread the lower outer film of the drainage plate 8 to facilitate the operation of the vertical tearing film unit 3 and the horizontal tearing film unit 2.
[0039] like Figure 1 , Figure 2 As shown, the insert unit 1 includes a steel pipe sleeve 101, a drive motor 102, a transmission chain 103, a drive wheel 104, and a protective box 105. The steel pipe sleeve 101 is mounted on the protective box 105 and is arranged vertically. Both ends of the steel pipe sleeve 101 pass through the protective box 105. The steel pipe sleeve 101 is movably mounted relative to the protective box 105. The drive motor 102 is mounted on the outer upper wall of the protective box 105, and the drive wheel 104 is rotatably connected to the inner side wall of the protective box 105. The rotation shaft of the drive wheel 104 passes through the protective box 105. 5. The drive wheel 104 is driven by the output end of the drive motor through the transmission chain 103. The drive wheel 104 fits against the side wall of the steel pipe sleeve 101 located inside the protective box 105. The drive motor 102 rotates, which drives the drive wheel 104 to rotate through the transmission chain 103, thereby driving the steel pipe sleeve 101 to move up and down. The drainage plate 8 is installed through the steel pipe sleeve 101. There is friction between the drainage plate 8 and the steel pipe sleeve 101. The depth of the drainage plate 8 inserted into the ground is controlled by the up and down movement of the steel pipe sleeve 101.
[0040] Two drive motors 102 and two drive wheels 104 are preferably provided. The two drive motors 102 and the two drive wheels 104 are arranged correspondingly. The output end of each drive motor 102 is connected to the rotating shaft of the drive wheel 104 through a transmission chain 103. The two drive motors 102 are distributed at both ends of the steel pipe sleeve 101, that is, the two drive wheels 104 are also distributed at both ends of the steel pipe sleeve 101.
[0041] like Figure 2As shown, the horizontal film-tearing unit 2 includes a pneumatic lifting rod 201, a horizontal film-tearing guide rail 202, and a horizontal film-tearing assembly 203. The pneumatic lifting rod 201 includes a fixed part and an extended part. The fixed part of the pneumatic lifting rod 201 passes through the lower wall of the protective box 105 and is fixedly connected to the lower wall of the protective box 105. The lower end of the extended part of the pneumatic lifting rod 201 is fixedly connected to the horizontal film-tearing guide rail 202. The horizontal film-tearing guide rail 202 has a frame structure. The extended part of the pneumatic lifting rod 201 is connected to... The upper end of the horizontal film-tearing guide rail 202 is connected, and the inner and outer side walls of the horizontal film-tearing guide rail 202 are provided with slide rails, which are designated as inner slide rails and outer slide rails. The horizontal film-tearing assembly 203 is set to clamp the horizontal film-tearing guide rail 202, that is, the horizontal film-tearing assembly 203 is slidably connected to the inner slide rail and the outer slide rail of the horizontal film-tearing guide rail 202. The horizontal film-tearing assembly 203 can slide along the inner slide rail and the outer slide rail to perform horizontal annular cutting; the drainage plate 8 is set through the horizontal film-tearing guide rail 202.
[0042] like Figure 3 As shown, the horizontal film-tearing assembly 203 includes sliding wheels 204, a film-tearing platform 205, connecting bolts 206, a film-tearing cutter 207, fixing screws 208, and servo motors 209. The film-tearing platform 205 is located below the horizontal film-tearing guide rail 202. A set of servo motors 209 are fixedly installed diagonally on the film-tearing platform 205. The output end of each servo motor 209 is fixedly connected to a sliding wheel 204. Another set of sliding wheels 204 are rotatably connected to the other diagonal of the film-tearing platform 205. The four sliding wheels 204 are located on the same side wall of the film-tearing platform 205. One sliding wheel 204 connected to a servo motor 209 and the other sliding wheel 204 not connected to a servo motor 209 are installed in the inner slide rail of the horizontal film-tearing guide rail 202. The remaining two sliding wheels 204 are installed... Within the outer slide rail of the horizontal film-tearing guide rail 202, one of the sliding wheels 204 installed in the inner and outer slide rails is driven to rotate by a servo motor 209. Driven by the servo motor 209, the horizontal film-tearing assembly 203 can slide along the inner and outer slide rails. The sliding wheel 204 not connected to the servo motor 209 is installed on the film-tearing platform 205 by connecting bolts 206. The film-tearing cutter 207 is connected to the film-tearing platform 205 by fixing screws 208. The film-tearing cutter 207 is located on the opposite side of the film-tearing platform 205 where the sliding wheel 204 is installed. The film-tearing cutter 207 is positioned opposite to one of the sliding wheels 204 not connected to the servo motor 209, and the sharp end of the film-tearing cutter 207 faces the outer wall of the drainage plate 8.
[0043] like Figure 2 , Figure 4As shown, the vertical film-tearing unit 3 includes a vertical film-tearing guide rail 301, a telescopic bracket 302, and a vertical film-tearing assembly 303. The vertical film-tearing guide rail 301 is slidably connected to the upper wall of the support plate 4 and is perpendicular to the support plate 4. The vertical film-tearing guide rail 301 is positioned between the drainage plate 8 and one of the telescopic support rods 7. The telescopic bracket 302 is positioned between the vertical film-tearing guide rail 301 and the telescopic support rod 7. The telescopic bracket 302 is used to adjust the distance between the vertical film-tearing guide rail 301 and the drainage plate 8. The vertical film-tearing assembly 303 is slidably connected to the vertical film-tearing guide rail 301. The structure of the film-tearing assembly 303 is the same as that of the horizontal film-tearing assembly 203. The vertical film-tearing guide rail 301 has a set of slide rails on a set of opposite side walls. A set of sliding wheels 204 in the vertical film-tearing assembly 303 are installed in the slide rail on one side of the vertical film-tearing guide rail 301, and another set of sliding wheels 204 are installed in the slide rail on the other side of the vertical film-tearing guide rail 301. The sharp end of the film-tearing cutter 207 in the vertical film-tearing assembly 303 is set towards the outer wall of the drainage plate 8. The servo motor 209 in the vertical film-tearing assembly 303 controls the vertical film-tearing assembly 303 to move along the vertical direction of the vertical film-tearing guide rail 301.
[0044] like Figure 2 , Figure 5 As shown, the film-tearing fixing unit 5 includes a driving element 501, an outer film clamp 502, and a telescopic support plate 503. The driving element 501 is disposed on the upper wall of the support plate 4. Multiple telescopic rods are connected to the driving element 501. Two telescopic support plates 503 are inserted through the telescopic rods. The distance between the telescopic support plates 503 is adjusted by the telescopic rods. The telescopic support plate 503 near the driving element 501 is connected to the outer mold clamp on its side wall. The outer film clamp 502 and the telescopic support plate 503 near the driving element 501 are used to clamp the outer film of the drainage plate 8. By adjusting the extension length of the telescopic rods through the driving element 501, the distance between the two telescopic support plates 503 is adjusted, making the distance larger, thereby tearing the outer film at the lower end of the drainage plate 8.
[0045] like Figure 2 As shown, the length of the telescopic support rod 7 can be infinitely adjusted. By adjusting the length of the telescopic support rod 7, the distance between the insertion plate unit 1 and the support plate 4 is adjusted. A verticality sensing unit 6 is also provided on the side wall of the telescopic support rod 7. The verticality sensing unit 6 includes an infrared transmitter 601 and an infrared receiver 602. The infrared transmitter 601 and the infrared receiver 602 are respectively set on the opposite side walls of the two telescopic support rods 7. The infrared transmitter 601 and the infrared receiver 602 are set at the same height. Signal transmission and reception are performed through the infrared transmitter 601 and the infrared receiver 602 to monitor whether the verticality of the steel pipe sleeve 101 meets the engineering requirements during the insertion process.
[0046] This invention also provides a construction method for an auxiliary device for laying drainage boards using a tearable membrane vacuum preloading method, comprising the following steps:
[0047] S1. Place the tearable film vacuum pre-compression drainage board laying auxiliary device at the insertion position of the drainage board 8, pass the drainage board 8 through the upper end of the steel pipe sleeve 101, and adjust the height of the telescopic support rod 7 according to the project requirements to achieve a suitable tearing height.
[0048] S2. The film-tearing fixing unit 5 clamps and opens the outer film at the lower end of the drainage plate 8 to facilitate the film-tearing process.
[0049] S3. The vertical tearing guide rail 301 moves to the appropriate tearing position under the drive of the telescopic bracket 302. The vertical tearing assembly 303 moves from bottom to top along the vertical tearing guide rail 301 to cut a crack in the outer membrane of the drainage plate 8. Then the vertical tearing unit 3 returns to the initial position.
[0050] S4. The horizontal film-tearing guide rail 202 moves to the designed film-tearing height, i.e. the uppermost end of the crack, under the action of the pneumatic lifting rod 201. The horizontal film-tearing assembly 203 cuts around the horizontal film-tearing guide rail 202 to cut off the outer film of the drainage board 8. After the film cutting is completed, the horizontal film-tearing unit 2 returns to the initial position.
[0051] S5. Start the drive motor 102 to move the steel pipe sleeve 101 downward, thereby driving the drainage board 8 to be inserted into the soil. After reaching the specified insertion depth, pull it back to bring the steel pipe sleeve 101 back above the ground. Cut off the excess part of the drainage board 8 to complete the film tearing and insertion process. The specified insertion depth is the same as the length of the crack.
[0052] This invention utilizes the coordinated operation of an insert plate unit 1, a horizontal film-tearing unit 2, a vertical film-tearing unit 3, and a film-tearing fixing unit 5. The insert plate unit 1 fixes the drainage board 8, then clamps and expands the lower end of the outer film of the drainage board 8. Next, the vertical film-tearing unit 3 cuts a vertically extending slit in the outer film of the drainage board 8, and the horizontal film-tearing unit 2 cuts around the top of the slit horizontally to cut the outer film. Then, the insert plate unit 1 inserts the drainage board 8 into the soil to a specified depth, cutting the drainage board 8 above the soil surface, thus completing the installation of the drainage board 8. This invention achieves a precise film-tearing process for the outer film of the drainage board 8, solving the problems of inaccuracy and low efficiency associated with manual film tearing, saving time and labor, and reducing construction costs.
[0053] Finally, it should be noted that the above content is only used to illustrate the technical solution of the present invention, and is not intended to limit the scope of protection of the present invention. Simple modifications or equivalent substitutions made by those skilled in the art to the technical solution of the present invention do not depart from the essence and scope of the technical solution of the present invention.
Claims
1. A vacuum preloading method of a tearable film drainage board laying auxiliary device, characterized by, The device includes an insert plate unit, a horizontal film-tearing unit, a vertical film-tearing unit, a support plate, a film-tearing fixing unit, telescopic support rods, and a drainage plate. Multiple telescopic support rods are disposed below the insert plate unit, with their lower ends mounted on the support plate. The support plate is located on the ground. The horizontal film-tearing unit is also connected below the insert plate unit. The vertical film-tearing unit is mounted on the side of the telescopic support rods. The drainage plate is connected to the insert plate unit, and the film-tearing fixing unit is provided on the support plate. The insert plate unit is used to clamp and control the vertical movement of the drainage plate; The film-tear fixing unit is used to clamp and stretch the outer film at the lower end of the drainage board; The vertical tearing unit is used to cut the outer membrane of the drainage board to form vertical cracks; The insertion plate unit includes a steel pipe sleeve, a drive motor, a transmission chain, a drive wheel, and a protective box. The steel pipe sleeve passes through the protective box, and the drainage plate passes through the steel pipe sleeve. The drive motor is installed on the upper outer wall of the protective box, and the drive wheel is installed on the inner side wall of the protective box. The rotation shaft of the drive wheel is connected to the output end of the drive motor via the transmission chain. The drive wheel meshes with the side wall of the steel pipe sleeve located inside the protective box. Multiple drive motors and drive wheels are provided, and each drive motor and drive wheel is arranged in a one-to-one correspondence. The drive motors and drive wheels are distributed on both sides of the steel pipe sleeve. The horizontal film-tearing unit is used to perform a horizontal annular cut at the end of the crack; the horizontal film-tearing unit includes a pneumatic lifting rod, a horizontal film-tearing guide rail, and a horizontal film-tearing assembly. The pneumatic lifting rod includes a fixed part and an extended part. The fixed part is fixed to the lower wall of the protective box, and the extended part is fixedly connected to the upper wall of the horizontal film-tearing guide rail. The horizontal film-tearing guide rail has a frame structure, and the steel pipe sleeve passes through the horizontal film-tearing guide rail. The horizontal film-tearing assembly is slidably connected to the horizontal film-tearing guide rail. The horizontal film-tearing assembly includes sliding wheels, a film-tearing platform, a film-tearing cutter, and a servo motor. The film-tearing platform is located below the horizontal film-tearing guide rail. The servo motors are fixedly installed on one set of diagonal corners of the film-tearing platform. Each servo motor's output end is fixedly connected to a sliding wheel. Sliding wheels are rotatably installed on the other set of diagonal corners of the film-tearing platform. All the sliding wheels are located on one side of the film-tearing platform and are slidably connected to the horizontal film-tearing guide rail. The film-tearing cutter is installed on the side wall of the film-tearing platform opposite to the sliding wheels. The film-tearing cutter is correspondingly set with a sliding wheel that is not connected to a servo motor. The horizontal film-tearing guide rail is provided with an inner slide rail and an outer slide rail. A sliding wheel connected to a servo motor and a sliding wheel not connected to a servo motor are installed on the inner slide rail, and the remaining two sliding wheels are installed on the outer slide rail.
2. The vacuum preloading method of a tearable membrane drainage board laying auxiliary device according to claim 1, characterized in that, The vertical film-tearing unit includes a vertical film-tearing guide rail, a telescopic bracket, and a vertical film-tearing assembly. The vertical film-tearing guide rail is mounted on the telescopic support rod via the telescopic bracket. The vertical film-tearing guide rail is slidably connected to the support plate, and the vertical film-tearing assembly is slidably connected to the vertical film-tearing guide rail. The structure of the vertical film-tearing assembly is the same as that of the horizontal film-tearing assembly.
3. The auxiliary device for laying drainage boards using a tearable film vacuum pre-compression method according to claim 2, characterized in that, The vertical film-tearing guide rail has slide rails on its opposite side walls. The vertical film-tearing assembly has a slide wheel connected to a servo motor and a slide wheel not connected to a servo motor installed on one side of the slide rail, and the remaining two slide wheels installed on the slide rail on the other side.
4. The vacuum preloading method of a tearable membrane drainage board laying auxiliary device according to claim 1, characterized in that, The film-tear fixing unit includes a driving element, an outer film clamp, and a telescopic support plate. The driving element is mounted on the support plate and is connected to two telescopic support plates via a telescopic rod. The outer film clamp is installed on the side wall of the telescopic support plate near the driving element. The outer film clamp is used to clamp the outer film at the lower end of the drainage board. The driving element adjusts the distance between the two telescopic support plates by driving the telescopic rod, thereby opening the outer film at the lower end of the drainage board.
5. The vacuum preloading method of a tearable membrane drainage board laying auxiliary device according to claim 1, characterized in that, The telescopic support rods are provided in multiple ways and are infinitely adjustable. A verticality sensing unit is provided on the side wall of the telescopic support rod. The verticality sensing unit includes an infrared transmitter and an infrared receiver. The infrared transmitter and the infrared receiver are set on different side walls of the telescopic support rods and are correspondingly set at the same height.
6. A construction method of a vacuum preloading method drainage board laying aid device for a tearable film, characterized by, Includes the following steps: S1. Place the tearable film vacuum pre-compression drainage board laying auxiliary device as described in claim 2 or 3 at the insertion plate position of the drainage board, pass the drainage board through the upper end of the steel pipe sleeve, and adjust the height of the telescopic support rod to achieve the tearing height. S2. The film-tearing fixing unit clamps and opens the outer film at the lower end of the drainage board; S3. The vertical film-tearing guide rail moves to the film-tearing position under the drive of the telescopic bracket. The vertical film-tearing assembly moves from bottom to top along the vertical film-tearing guide rail to cut a crack in the outer film of the drainage board. Then the vertical film-tearing unit returns to the initial position. S4. The horizontal film-tearing guide rail moves to the top of the crack under the action of the pneumatic lifting rod. The horizontal film-tearing assembly cuts around the horizontal film-tearing guide rail to cut off the outer film of the drainage board. After the film cutting is completed, the horizontal film-tearing unit returns to the initial position. S5. Start the drive motor to move the steel pipe sleeve downwards, thereby inserting the drainage board into the soft soil foundation. After reaching the specified insertion depth, pull it back to the ground level and cut off the excess drainage board to complete the membrane tearing and insertion process.
Citation Information
Patent Citations
Cable peeling apparatus
CN107947037A
Convolution cutter
CN111113575A
Shallow layer simple drain board construction device on soft site
CN116446433A
Automatic underwater plate shear for plastic deepwater draining plate inserting boat
CN201952797U