Garage top plate deformation joint anti-seepage construction auxiliary device and method with combination of prevention and drainage
By designing an anti-leakage construction auxiliary device combining deformation joints of the garage roof, the garage roof is designed to use limit, compression and repair components to solve the problems of difficult placement of iron sheet piles, scratches and poor anti-seepage effects during construction, achieving convenient placement, scratches and tight fit, and improving the anti-seepage effect.
Patent Information
- Application Number
- CN202510724278.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-06-03
- Publication Date
- 2025-07-01
- Estimated Expiration
- 2045-06-03
AI Technical Summary
In the prior art, when using iron sheet piles to construct the deformation joints of the garage roof panel, it is difficult to place them easily, which easily leads to surface friction damage and affects the anti-seepage effect.
An anti-leakage construction auxiliary device combining deformation joints of the garage roof is designed, including an operating box, a placement box, a drive frame, a limiting component, a compression component and a repair component. Through the use of these components, convenient placement of iron sheet piles is achieved, scratches and tight fit.
The device fixes the iron sheet pile through the limiting assembly, compresses the assembly and shrinks the sheet pile, and repairs the plate pile arc, so that the iron sheet pile can be placed smoothly in the deformation joint, prevents scratches and achieves a tight fit, and improves the anti-seepage effect.
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Figure CN120231318A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of building construction, and particularly to an anti-seepage construction auxiliary device and method for preventing and draining combined deformation joints of garage roofs. Background Technique
[0002] The deformation joint of the garage roof is an important design element in building engineering, mainly used to cope with problems such as expansion and contraction deformation and uneven settlement caused by factors such as temperature changes, dry-wet changes, and load effects in concrete structures. By setting deformation joints, structural cracks caused by the above factors can be effectively prevented, ensuring the safety and service life of the building. To prevent rainwater from penetrating through the deformation joint, sheet piles are usually set inside the deformation joint to prevent rainwater from penetrating the garage roof.
[0003] Publication No. CN208933964U discloses a rapid sheet pile driving device. Four laser displacement sensors are installed on the vertical fixing frame, and the laser displacement sensors are connected to a computer in the control room. The hydraulic pressure device is installed on a high-strength steel plate integrated with the vertical fixing frame. There is a movable high-strength steel plate below the hydraulic pressure device. The auxiliary frame is connected to the vertical fixing frame through a track. Iron piers are evenly distributed on the auxiliary frame. The vertical fixing frame is integrally connected to the bottom of the control room. The telescopic device is installed on the auxiliary frame. The rotator is installed below the control room, and the rotator is connected to the crawler. The engine is installed on one side of the control room. The auxiliary steel rod is evenly distributed with slot holes. The Larsen sheet pile is placed in the slot holes. The tilter is installed between the vertical fixing frame and the control room.
[0004] Although the above application and the prior art can improve the construction speed, when the above application and the prior art are used to construct the deformation joint of the garage roof with iron sheet piles, since the shape of the iron sheet pile is "U" shaped, it is not convenient to place the iron sheet pile into the deformation joint, thus increasing the construction difficulty. And when placing the iron sheet pile, since the shape of the iron sheet pile is adapted to the shape of the deformation joint, friction will occur between the surface of the iron sheet pile and the inner wall of the deformation joint during placement, resulting in damage to the iron sheet pile, thereby affecting the subsequent anti-permeability of the iron sheet pile. And to prevent the iron sheet pile from being scratched by the inner wall of the deformation joint, the iron sheet pile usually needs to be shrunk. When the iron sheet pile is placed into the deformation joint, it will cause the iron sheet pile not to fit tightly with the inner wall of the deformation joint, resulting in a poor anti-seepage effect. Therefore, the present invention proposes an anti-seepage construction auxiliary device and method for preventing and draining combined deformation joints of garage roofs. Summary of the Invention
[0005] (I) Technical Problems to be Solved In view of the deficiencies of the prior art, the present invention provides an anti-seepage construction auxiliary device and method for the combined prevention and drainage of deformation joints on the garage roof slab, which have the advantages of being easy to place, preventing scratches, and closely fitting, etc., and solve the problems that when the above application and the prior art are used to construct the deformation joints of the garage roof slab with iron sheet piles, it is not convenient to place the iron sheet piles into the deformation joints, thereby increasing the construction difficulty, and when placing the iron sheet piles, due to the shape of the iron sheet piles being adapted to the shape of the deformation joints, friction will occur between the surface of the iron sheet piles and the inner wall of the deformation joints during placement, resulting in damage to the iron sheet piles, thereby affecting the subsequent anti-seepage performance of the iron sheet piles, and when preventing the iron sheet piles from being scratched by the inner wall of the deformation joints, it is usually necessary to shrink the iron sheet piles, and when the iron sheet piles are placed into the deformation joints, the iron sheet piles cannot be closely attached to the inner wall of the deformation joints, thereby resulting in poor anti-seepage effect.
[0006] (2) Technical solution To achieve the above purposes of being easy to place, preventing scratches, and closely fitting, etc., the present invention provides the following technical solution: An anti-seepage construction auxiliary device for the combined prevention and drainage of deformation joints on the garage roof slab, including: an operation box, and a placement box slidably connected inside the operation box. A driving frame, fixedly communicated with the top of the operation box; A placement assembly, arranged inside the operation box, for placing the iron sheet piles. The placement assembly includes a sliding block slidably connected inside the operation box, a rotating rod rotatably connected inside the sliding block, one end of the rotating rod is fixedly connected to one side of the placement box, and an adjusting box is slidably connected inside the placement box. A limiting assembly, arranged inside the adjusting box, for fixing the iron sheet piles so that the iron sheet piles can be placed inside the deformation joints; A compression assembly, arranged inside the adjusting box, for shrinking the iron sheet piles through the limiting assembly so that the surface of the iron sheet piles is not scratched by the inner wall of the deformation joints; A repair assembly, arranged inside the adjusting box, for repairing the deformation arc of the iron sheet piles so that the surface of the iron sheet piles can be closely attached to the inner wall of the deformation joints.
[0007] Furthermore, the placement assembly further includes a driving cylinder fixedly connected inside the driving frame and a turning tooth plate fixedly connected inside the operation box. The output end of the driving cylinder is differentially connected with a telescopic column, the bottom of the telescopic column is fixedly connected to the top of the sliding block, a turning gear is fixedly connected to the surface of the rotating rod, and the turning gear is meshed with the turning tooth plate for transmission.
[0008] Further, the limiting component includes a fixed cylinder fixedly connected inside the adjustment box. A guide rod is slidably connected inside the fixed cylinder. The top of the guide rod is fixedly connected with a pressing plate, and the bottom of the guide rod is fixedly connected with a piston plate.
[0009] Further, the surface of the fixed cylinder is fixedly communicated with an air guide cylinder. A moving rod is slidably connected inside the air guide cylinder. One end of the moving rod and inside the air guide cylinder is fixedly connected with a sealing plate, and the end of the moving rod away from the sealing plate is fixedly connected with a magnetic plate.
[0010] Further, the compression component includes a driving motor fixedly connected inside the adjustment box and a rotating rod rotatably connected inside the adjustment box. The output end of the driving motor is fixedly connected with a driving rod. The surface of the driving rod is fixedly connected with a driving sprocket. The surface of the rotating rod is fixedly connected with a driven sprocket. The driving sprocket and the driven sprocket are driven by a chain. Compression gears are fixedly connected to the surfaces of both the driving rod and the rotating rod.
[0011] Further, the compression component further includes a plurality of compression tooth plates slidably connected inside the adjustment box. The plurality of compression tooth plates are meshed and driven with the compression gears. One ends of the plurality of compression tooth plates are fixedly connected with the surface of the magnetic plate.
[0012] Further, the repair component includes an air delivery cylinder fixedly connected inside the adjustment box and a transfer cylinder fixedly connected inside the adjustment box. The air delivery cylinder and the transfer cylinder are fixedly communicated through a U-shaped pipe. A transmission rod is slidably connected inside the air delivery cylinder. One end of the transmission rod and inside the air delivery cylinder is fixedly connected with a sealing disk. A push rod is slidably connected inside the transfer cylinder. One end of the push rod and inside the transfer cylinder is fixedly connected with a push disk. The end of the push rod away from the push disk is fixedly connected with a U-shaped frame. A repair roller is rotatably connected inside the U-shaped frame.
[0013] Further, the bottom of the sliding block is fixedly connected with a placement frame. The repair component further includes a driving motor fixedly connected inside the placement frame. The output end of the driving motor is fixedly connected with a driving screw rod. A driving screw block is threadedly connected to the surface of the driving screw rod. The top of the driving screw block is fixedly connected with the bottom of the placement box. The driving screw block is slidably connected inside the placement box.
[0014] Further, one end of the operation box is fixedly connected with a handle. A control panel is fixedly connected to the surface of the operation box. Rollers are provided at the four corners of the bottom of the operation box.
[0015] The present invention also provides an anti-leakage construction auxiliary method for the combined prevention and drainage of deformation joints of garage roof slabs. The anti-leakage construction auxiliary method specifically includes the following steps: Step 1: Place the iron sheet pile upside down inside the placement box. Due to its own gravity, the iron sheet pile drives the limiting component, causing the limiting component to limit the iron sheet pile. Step 2: After the limiting component limits the iron sheet pile, start the compression component to make the compression component shrink the surface of the iron sheet pile to prevent the deformation joint from scratching the iron sheet pile. Step 3: After the compression component compresses the iron sheet pile, start the placement component to make the placement component place the iron sheet pile into the deformation joint. Step 4: When the iron sheet pile completely enters the deformation joint, continuously start the compression component to separate the compression component from the iron sheet pile and synchronously drive the repair component to repair the compressed iron sheet pile.
[0016] (III) Beneficial effects Compared with the prior art, the present invention provides an anti-leakage construction auxiliary device and method for the combined prevention and drainage of deformation joints on the garage roof slab, having the following beneficial effects: 1. For the anti-leakage construction auxiliary device and method for the combined prevention and drainage of deformation joints on the garage roof slab, through the combined use of the prevention component and the limiting component, the iron sheet pile is placed upside down inside the placement box. Due to its own gravity, the iron sheet pile drives the guide rod to move through the extrusion plate, causing the piston plate to transport the air inside the fixed cylinder to the inside of the air guide cylinder. Furthermore, the sealing plate drives the magnetic plate to move through the moving rod, causing the magnetic plate to adsorb the iron sheet pile. Then, start the driving cylinder, and the driving cylinder drives the sliding block to move through the telescopic column. The sliding block drives the placement box to descend through the rotating rod. As the sliding block continuously moves, the flipping tooth plate meshes with the flipping gear, and the rotating rod drives the iron sheet pile to flip through the placement box. Then, the iron sheet pile is placed in the deformation joint, thus achieving the effect of facilitating placement.
[0017] 2. For the anti-leakage construction auxiliary device and method for the combined prevention and drainage of deformation joints on the garage roof slab, through the combined use of the limiting component and the compression component, start the driving motor. The driving motor drives the driving sprocket to rotate through the driving rod, causing the chain to drive the rotating rod to rotate through the driven sprocket. Furthermore, the compression gear drives the compression tooth plate to move, causing the compression tooth plate to gradually receive the magnetic plate in the adjustment box. The magnetic plate shrinks the inside of the iron sheet pile. Therefore, when the iron sheet pile is placed in the deformation joint, it will not be scratched, thus achieving the effect of preventing scratches.
[0018] 3. The anti-seepage construction auxiliary device and method for the expansion joint of the garage roof slab combine anti-seepage with drainage. By using the compression component and the repair component in cooperation, when the iron sheet pile is placed in the expansion joint and the driving motor is continuously started, the magnetic plate is received inside the adjustment box. When the magnetic plate is gradually received inside the adjustment box, the magnetic plate squeezes the sealing disc through the transmission rod, so that the air inside the air delivery cylinder is conveyed to the inside of the transfer cylinder through the U-shaped pipe, causing the push disc to drive the U-shaped frame to move through the push rod. As the U-shaped frame continuously moves, the surface of the repair roller fits against the inner wall of the iron sheet pile. Then, the driving motor is started, and the driving motor drives the driving screw block to move through the driving screw, so that the driving screw block drives the repair roller to move through the adjustment box, and further makes the repair roller roll on the inner wall of the iron sheet pile, making the surface of the iron sheet pile fit tightly against the inner wall of the expansion joint, thus achieving the effect of tight fit.
[0019] Other features and advantages of the present invention will be described in the following specification, and part of them will become obvious from the specification or be understood by implementing the present invention. The objectives and other advantages of the present invention can be achieved and obtained through the structures specifically pointed out in the written specification and the accompanying drawings. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] Figure 1 is a three-dimensional structural schematic diagram of the present invention; Figure 2 is a three-dimensional structural schematic diagram of the cross-section of the operation box of the present invention; Figure 3 is a three-dimensional structural schematic diagram of part of the placement component of the present invention; Figure 4 For the present invention Figure 3 is an enlarged schematic diagram of the structure at A in; Figure 5 is a three-dimensional structural schematic diagram of the adjustment box of the present invention; Figure 6 is a three-dimensional structural schematic diagram of the cross-section of the adjustment box of the present invention; Figure 7 is a three-dimensional structural schematic diagram of the cross-section of the adjustment box from another perspective of the present invention; Figure 8 is a three-dimensional structural schematic diagram of the fixed cylinder and the air guide cylinder of the present invention; Figure 9 is a three-dimensional structural schematic diagram of the cross-section of the fixed cylinder and the air guide cylinder of the present invention; Figure 10 is a three-dimensional structural schematic diagram of the driving motor and the rotating rod of the present invention; Figure 11 is a three-dimensional structural schematic diagram of the air delivery cylinder and the transfer cylinder of the present invention; Figure 12 is a three-dimensional structural schematic diagram of the cross-section of the air delivery cylinder and the transfer cylinder of the present invention.
[0021] In the figure: 1. Operating box; 11. Handle; 12. Control panel; 13. Driving frame; 2. Placing component; 21. Driving cylinder; 211. Telescopic column; 22. Sliding block; 221. Rotating rod; 222. Reversing gear; 223. Placing box; 23. Reversing tooth plate; 24. Adjusting box; 3. Limiting component; 31. Fixed cylinder; 311. Guide rod; 312. Extrusion plate; 313. Piston plate; 32. Air guide cylinder; 321. Moving rod; 322. Sealing plate; 323. Magnetic plate; 4. Compression component; 41. Driving motor; 411. Driving rod; 412. Driving sprocket; 413. Chain; 42. Rotating rod; 421. Driven sprocket; 422. Compression gear; 43. Compression tooth plate; 5. Repair component; 51. Air delivery cylinder; 511. Transmission rod; 512. Sealing disc; 52. Transfer cylinder; 521. Pushing rod; 522. Pushing disc; 523. U-shaped frame; 524. Repair roller; 53. U-shaped pipe; 54. Driving motor; 541. Driving screw; 542. Driving nut block. Detailed implementation mode
[0022] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.
[0023] In the embodiments of the present application, the devices or elements indicated by or implied must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation to the embodiments of the present application. In the description of the embodiments of the present application, the meaning of "a plurality" is two or more, unless otherwise specifically and precisely defined.
[0024] For the first specific embodiment, please refer to Figures 1 to 6 , a leakage prevention and drainage combined leakage prevention construction auxiliary device for the deformation joint of the garage roof slab, including: an operating box 1, and a placing box 223 slidably connected inside the operating box 1, a driving frame 13 fixedly communicated with the top of the operating box 1; The placing component 2 is arranged inside the operation box 1 and is used for placing the steel sheet piles. The placing component 2 includes a sliding block 22 slidably connected inside the operation box 1. A rotating rod 221 is rotatably connected inside the sliding block 22. One end of the rotating rod 221 is fixedly connected to one side of the placing box 223. An adjusting box 24 is slidably connected inside the placing box 223. The placing component 2 further includes a driving cylinder 21 fixedly connected inside the driving frame 13 and a flipping tooth plate 23 fixedly connected inside the operation box 1. The output end of the driving cylinder 21 is differentially connected with a telescopic column 211. The bottom of the telescopic column 211 is fixedly connected to the top of the sliding block 22. A flipping gear 222 is fixedly connected to the surface of the rotating rod 221. The flipping gear 222 is meshed and driven with the flipping tooth plate 23; The limiting component 3 is arranged inside the adjusting box 24 and is used for fixing the steel sheet piles so that the steel sheet piles can be placed inside the deformation joint; The compressing component 4 is arranged inside the adjusting box 24. The steel sheet piles are contracted through the limiting component 3 so that the surface of the steel sheet piles is not scratched by the inner wall of the deformation joint; The repairing component 5 is arranged inside the adjusting box 24 and is used for repairing the deformation arc of the steel sheet piles so that the surface of the steel sheet piles can be attached to the inner wall of the deformation joint; When the steel sheet piles need to be placed into the deformation joint, the steel sheet piles are placed upside down inside the placing box 223. The steel sheet piles are fixed through the limiting component 3. Then the driving cylinder 21 is started. The driving cylinder 21 drives the sliding block 22 to descend through the telescopic column 211, so that the sliding block 22 drives the placing box 223 to descend through the rotating rod 221. When the placing box 223 descends to the inside of the operation box 1, the flipping tooth plate 23 is meshed with the flipping gear 222. As the placing box 223 continuously descends, the flipping tooth plate 23 drives the rotating rod 221 to rotate through the flipping gear 222, so that the rotating rod 221 drives the steel sheet piles to flip through the placing box 223, and further makes the bottom of the steel sheet piles be in the same vertical level as the inside of the deformation joint. As the telescopic column 211 continuously extends, the steel sheet piles can be placed inside the deformation joint; For specific embodiment two, please refer to Figures 1 to 9 , based on the anti-seepage construction auxiliary device for the combined prevention and drainage of the deformation joint of the garage roof slab provided by specific embodiment one, this embodiment provides a further technical solution: The limiting component 3 includes a fixed cylinder 31 fixedly connected inside the adjustment box 24. A guide rod 311 is slidably connected inside the fixed cylinder 31. A pressing plate 312 is fixedly connected to the top of the guide rod 311. A piston plate 313 is fixedly connected to the bottom of the guide rod 311. The surface of the fixed cylinder 31 is fixedly communicated with an air guide cylinder 32. A moving rod 321 is slidably connected inside the air guide cylinder 32. One end of the moving rod 321 and inside the air guide cylinder 32 is fixedly connected with a sealing plate 322. The end of the moving rod 321 far from the sealing plate 322 is fixedly connected with a magnetic plate 323; It should be noted that a spring is arranged inside the fixed cylinder 31. One end of the spring is fixedly connected to the bottom of the piston plate 313. The piston plate 313 is in close fit with the inner wall of the fixed cylinder 31. The sealing plate 322 is in close fit with the inner wall of the air guide cylinder 32. The connection between the air guide cylinder 32 and the fixed cylinder 31 can also be communicated through a pipeline. The specific position is not limited here. The inner diameter of the fixed cylinder 31 is larger than the inner diameter of the air guide cylinder 31; When the position of the iron sheet sheet pile needs to be fixed, when the iron sheet sheet pile is placed upside down inside the placement box 223, due to its own gravity, the iron sheet sheet pile drives the guide rod 311 to move through the pressing plate 312, so that the piston plate 313 conveys the air inside the fixed cylinder 31 to the inside of the air guide cylinder 32. Furthermore, the sealing plate 322 drives the magnetic plate 323 to move through the moving rod 321, so that the magnetic plate 323 adsorbs the inside of the iron sheet sheet pile. Therefore, when the iron sheet sheet pile is flipped, the iron sheet sheet pile will not fall off from the inside of the placement box 223; Specific embodiment three, please refer to Figures 1 to 10 , according to the anti-leakage construction auxiliary device for the combined prevention and drainage of deformation joints on the garage roof provided by the specific embodiment two, this embodiment provides a further technical solution: The compression component 4 includes a driving motor 41 fixedly connected inside the adjustment box 24 and a rotating rod 42 rotatably connected inside the adjustment box 24. The output end of the driving motor 41 is fixedly connected with a driving rod 411. The surface of the driving rod 411 is fixedly connected with a driving sprocket 412. The surface of the rotating rod 42 is fixedly connected with a driven sprocket 421. The driving sprocket 412 and the driven sprocket 421 are driven by a chain 413. Compression gears 422 are fixedly connected to the surfaces of the driving rod 411 and the rotating rod 42. The compression component 4 further includes a plurality of compression tooth plates 43 slidably connected inside the adjustment box 24. The plurality of compression tooth plates 43 are meshed and driven with the compression gears 422. One end of the plurality of compression tooth plates 43 is fixedly connected to the surface of the magnetic plate 323; It should be noted that a pressure relief valve is arranged on the surface of the fixed cylinder 31. When the magnetic plate 323 is received inside the adjustment box 24, the guide rod 311 will not push the iron sheet sheet pile through the pressing plate 312; When it is necessary to prevent the surface of the iron sheet pile from being scratched by the inner wall of the deformation joint, the driving motor 41 is started. The driving motor 41 drives the driving sprocket 412 to rotate through the driving rod 411, so that the chain 413 drives the rotating rod 42 to rotate through the driven sprocket 421. Furthermore, the driving rod 411 and the rotating rod 42 drive the compression gear 422 to rotate, so that the compression gear 422 drives the compression tooth plate 43 to move, and the compression tooth plate 43 drives the magnetic plate 323 to be gradually received in the adjustment box 24. The magnetic plate 323 shrinks the inside of the iron sheet pile. Therefore, when the iron sheet pile is placed in the deformation joint, its surface will not be scratched; Specific Embodiment Four, please refer to Figures 1 to 12 , according to the anti-leakage construction auxiliary device for the combined drainage and prevention of the deformation joint of the garage roof provided in Specific Embodiment Three, the present embodiment provides a further technical solution: The repair assembly 5 includes an air delivery cylinder 51 fixedly connected inside the adjustment box 24 and a transfer cylinder 52 fixedly connected inside the adjustment box 24. The air delivery cylinder 51 and the transfer cylinder 52 are fixedly connected through a U-shaped pipe 53. A transmission rod 511 is slidably connected inside the air delivery cylinder 51. One end of the transmission rod 511 and located inside the air delivery cylinder 51 is fixedly connected with a sealing disc 512. A push rod 521 is slidably connected inside the transfer cylinder 52. One end of the push rod 521 and located inside the transfer cylinder 52 is fixedly connected with a push disc 522. The end of the push rod 521 away from the push disc 522 is fixedly connected with a U-shaped frame 523. A repair roller 524 is rotatably connected inside the U-shaped frame 523. A placement frame is fixedly connected to the bottom of the sliding block 22. The repair assembly 5 further includes a driving motor 54 fixedly connected inside the placement frame. The output end of the driving motor 54 is fixedly connected with a driving screw rod 541. A driving screw block 542 is threadedly connected to the surface of the driving screw rod 541. The top of the driving screw block 542 is fixedly connected with the bottom of the placement box 223. The driving screw block 542 is slidably connected inside the placement box 223. A handle 11 is fixedly connected to one end of the operation box 1. A control panel 12 is fixedly connected to the surface of the operation box 1. Rollers are provided at the four corners of the bottom of the operation box 1; It should be noted that the control panel 12 is electrically connected to the driving cylinder 21, the driving motor 41 and the driving motor 54. The opening and closing of the driving cylinder 21, the driving motor 41 and the driving motor 54 are controlled through the operation buttons on the surface of the control panel 12. The inner diameter of the air delivery cylinder 51 is larger than the inner diameter of the transfer cylinder 52, and the sealing disc 512 is in close fit with the inner wall of the air delivery cylinder 51, and the push disc 522 is in close fit with the inner wall of the transfer cylinder 52; When the shrunk iron sheet pile needs to be closely attached to the inner wall of the deformation joint, when the iron sheet pile is placed in the deformation joint, continuously start the driving motor 41 to make the magnetic plate 323 be received inside the adjustment box 24. When the magnetic plate 323 is gradually received inside the adjustment box 24, the iron sheet pile is separated from the magnetic plate 323. The magnetic plate 323 squeezes the sealing disc 512 through the transmission rod 511, so that the air inside the air delivery cylinder 51 is conveyed to the inside of the transfer cylinder 52 through the U-shaped pipe 53, making the push disc 522 drive the U-shaped frame 523 to move through the push rod 521. As the U-shaped frame 523 continuously moves, the surface of the repair roller 524 is mutually attached to the inner wall of the iron sheet pile. Then start the driving motor 54, and the driving motor 54 drives the driving screw block 542 to move through the driving screw 541, so that the driving screw block 542 drives the repair roller 524 to move through the adjustment box 24, and further makes the repair roller 524 roll on the inner wall of the iron sheet pile, so that the surface of the iron sheet pile is closely attached to the inner wall of the deformation joint; Specific embodiment five, the present invention also provides an anti-seepage construction auxiliary method for the combination of anti-drainage of the deformation joint of the garage roof slab. The anti-seepage construction auxiliary method specifically includes the following steps: Step 1: Invert the iron sheet pile into the placement box 223. Due to its own gravity, the iron sheet pile drives the limiting component 3, and the limiting component 3 limits the iron sheet pile. Step 2: After the limiting component 3 limits the iron sheet pile, start the compression component 4, and the compression component 4 shrinks the surface of the iron sheet pile to prevent the deformation joint from scratching the iron sheet pile. Step 3: After the compression component 4 compresses the iron sheet pile, start the placement component 2, and the placement component 2 places the iron sheet pile into the deformation joint. Step 4: When the iron sheet pile completely enters the deformation joint, continuously start the compression component 4, so that the compression component 4 is separated from the iron sheet pile and synchronously drives the repair component 5, and the repair component 5 repairs the compressed iron sheet pile.
[0025] Working principle: When in use, move the operation box 1 to the designated position, and place the iron sheet sheet pile upside down inside the placement box 223. When the iron sheet sheet pile is placed upside down inside the placement box 223, due to its own gravity, the iron sheet sheet pile drives the guide rod 311 to move through the extrusion plate 312, so that the piston plate 313 conveys the air inside the fixed cylinder 31 to the inside of the air guide cylinder 32. Furthermore, the sealing plate 322 drives the magnetic plate 323 to move through the moving rod 321, so that the magnetic plate 323 adsorbs the inside of the iron sheet sheet pile. Therefore, when the iron sheet sheet pile is flipped, the iron sheet sheet pile will not fall off from the inside of the placement box 223. When it is necessary to prevent the surface of the iron sheet sheet pile from being scratched by the inner wall of the deformation joint, start the drive motor 41. The drive motor 41 drives the driving sprocket 412 to rotate through the drive rod 411, so that the chain 413 drives the rotating rod 42 to rotate through the driven sprocket 421. Furthermore, the drive rod 411 and the rotating rod 42 drive the compression gear 422 to rotate, so that the compression gear 422 drives the compression tooth plate 43 to move, so that the compression tooth plate 43 drives the magnetic plate 323 to be gradually received in the adjustment box 24, and the magnetic plate 323 contracts the inside of the iron sheet sheet pile. Therefore, when the iron sheet sheet pile is placed in the deformation joint, its surface will not be scratched. Start the drive cylinder 21. The drive cylinder 21 drives the sliding block 22 to descend through the telescopic column 211, so that the sliding block 22 drives the placement box 223 to descend through the rotating rod 221. When the placement box 223 descends into the operation box 1, the flipping tooth plate 23 meshes with the flipping gear 222. As the placement box 223 continues to descend, the flipping tooth plate 23 drives the rotating rod 221 to rotate through the flipping gear 222, so that the rotating rod 221 drives the iron sheet sheet pile to flip through the placement box 223, so that the bottom of the iron sheet sheet pile is at the same vertical level as the inside of the deformation joint. As the telescopic column 211 continues to extend, the iron sheet sheet pile can be placed inside the deformation joint. When it is necessary to closely fit the contracted iron sheet sheet pile with the inner wall of the deformation joint, when the iron sheet sheet pile is placed in the deformation joint, continuously start the drive motor 41 so that the magnetic plate 323 is received inside the adjustment box 24. When the magnetic plate 323 is gradually received inside the adjustment box 24, the iron sheet sheet pile is separated from the magnetic plate 323. The magnetic plate 323 presses the sealing disc 512 through the transmission rod 511, so that the air inside the air delivery cylinder 51 is conveyed to the inside of the transfer cylinder 52 through the U-shaped pipe 53, so that the pushing disc 522 drives the U-shaped frame 523 to move through the push rod 521. As the U-shaped frame 523 continues to move, the surface of the repair roller 524 fits with the inner wall of the iron sheet sheet pile. Then start the drive motor 54. The drive motor 54 drives the drive screw block 542 to move through the drive screw 541, so that the drive screw block 542 drives the repair roller 524 to move through the adjustment box 24. Furthermore, the repair roller 524 rolls on the inner wall of the iron sheet sheet pile, so that the surface of the iron sheet sheet pile fits closely with the inner wall of the deformation joint.
[0026] Contents not described in detail in this specification belong to the prior art well-known to those skilled in the art.
[0027] It should be noted that in this text, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprising", "including" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device comprising a series of elements not only includes those elements, but also includes other elements not expressly listed, or further includes elements inherent to such process, method, article or device.
[0028] Parallel: The parallel defined in this application is not limited to absolute parallelism. The definition of this parallel can be understood as substantially parallel, allowing for situations where it is not absolutely parallel due to factors such as assembly tolerances, design tolerances, and the influence of structural flatness. Small-angle range errors are allowed. For example, within an assembly error range of within 10 degrees, it can all be understood as a parallel relationship.
[0029] Vertical: The vertical defined in this application is not limited to an absolutely perpendicular intersection (with an included angle of 90 degrees) relationship. It allows for a relationship where it is not an absolutely perpendicular intersection due to factors such as assembly tolerances, design tolerances, and the influence of structural flatness. Small-angle range errors are allowed. For example, within an assembly error range within the range of 80 degrees to 100 degrees, it can all be understood as a vertical relationship.
[0030] Although the embodiments of the present invention have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principles and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. Auxiliary device for anti-seepage construction of deformation joint on garage roof with combined anti-drainage function, comprising: Operating box (1), and a placement box (223) slidably connected inside the operating box (1), characterized in that: A driving frame (13), fixedly communicated with the top of the operating box (1); A placement component (2), arranged inside the operating box (1) for placing steel sheet piles. The placement component (2) includes a sliding block (22) slidably connected inside the operating box (1). A rotating rod (221) is rotatably connected inside the sliding block (22). One end of the rotating rod (221) is fixedly connected to one side of the placement box (223). An adjusting box (24) is slidably connected inside the placement box (223); A limiting component (3), arranged inside the adjusting box (24) for fixing the steel sheet piles so that the steel sheet piles can be placed inside the deformation joint; A compression component (4), arranged inside the adjusting box (24), which shrinks the steel sheet piles through the limiting component (3) so that the surface of the steel sheet piles is not scratched by the inner wall of the deformation joint; A repair component (5), arranged inside the adjusting box (24) for repairing the deformation arc of the steel sheet piles so that the surface of the steel sheet piles can fit with the inner wall of the deformation joint.
2. The anti-seepage construction auxiliary device for the deformation joint of the garage roof slab with combined anti-drainage according to claim 1, characterized in that: The placement component (2) further includes a driving cylinder (21) fixedly connected inside the driving frame (13) and a flipping tooth plate (23) fixedly connected inside the operating box (1). The output end of the driving cylinder (21) is differentially connected with a telescopic column (211). The bottom of the telescopic column (211) is fixedly connected to the top of the sliding block (22). A flipping gear (222) is fixedly connected to the surface of the rotating rod (221). The flipping gear (222) is meshed and driven with the flipping tooth plate (23).
3. The anti-seepage construction auxiliary device for the deformation joint of the garage roof slab with combined anti-drainage according to claim 1, characterized in that: The limiting component (3) includes a fixed cylinder (31) fixedly connected inside the adjusting box (24). A guide rod (311) is slidably connected inside the fixed cylinder (31). The top of the guide rod (311) is fixedly connected with an extrusion plate (312). The bottom of the guide rod (311) is fixedly connected with a piston plate (313).
4. The anti-seepage construction auxiliary device for the deformation joint of the garage roof slab with combined anti-drainage according to claim 3, characterized in that: The surface of the fixed cylinder (31) is fixedly communicated with an air guide cylinder (32). A moving rod (321) is slidably connected inside the air guide cylinder (32). One end of the moving rod (321) and inside the air guide cylinder (32) is fixedly connected with a sealing plate (322). The end of the moving rod (321) far from the sealing plate (322) is fixedly connected with a magnetic plate (323).
5. The anti-leakage construction auxiliary device for the deformation joint of the garage roof slab with combined drainage and prevention according to claim 4, characterized in that: The compression assembly (4) includes a driving motor (41) fixedly connected inside the adjustment box (24) and a rotating rod (42) rotatably connected inside the adjustment box (24). The output end of the driving motor (41) is fixedly connected with a driving rod (411). The surface of the driving rod (411) is fixedly connected with a driving sprocket (412). The surface of the rotating rod (42) is fixedly connected with a driven sprocket (421). The driving sprocket (412) and the driven sprocket (421) are driven by a chain (413). Compression gears (422) are fixedly connected to the surfaces of the driving rod (411) and the rotating rod (42).
6. The anti-seepage construction auxiliary device for the deformation joint of the garage roof slab with combined prevention and drainage according to claim 5, characterized in that: The compression assembly (4) further includes a plurality of compression tooth plates (43) slidably connected inside the adjustment box (24). The plurality of compression tooth plates (43) are meshed and driven with the compression gears (422). One ends of the plurality of compression tooth plates (43) are fixedly connected to the surface of the magnetic plate (323).
7. The anti-leakage construction auxiliary device for the deformation joint of the garage roof slab with combined anti-drainage according to claim 1, characterized in that: The repair assembly (5) includes an air delivery cylinder (51) fixedly connected inside the adjustment box (24) and a transfer cylinder (52) fixedly connected inside the adjustment box (24). The air delivery cylinder (51) and the transfer cylinder (52) are fixedly connected and communicated through a U-shaped pipe (53). A transmission rod (511) is slidably connected inside the air delivery cylinder (51). One end of the transmission rod (511) and located inside the air delivery cylinder (51) is fixedly connected with a sealing disc (512). A push rod (521) is slidably connected inside the transfer cylinder (52). One end of the push rod (521) and located inside the transfer cylinder (52) is fixedly connected with a push disc (522). The end of the push rod (521) away from the push disc (522) is fixedly connected with a U-shaped frame (523). A repair roller (524) is rotatably connected inside the U-shaped frame (523).
8. The anti-seepage construction auxiliary device for the deformation joint of the garage roof slab with combined drainage and prevention according to claim 7, characterized in that: The bottom of the sliding block (22) is fixedly connected with a placement frame. The repair assembly (5) further includes a driving motor (54) fixedly connected inside the placement frame. The output end of the driving motor (54) is fixedly connected with a driving screw rod (541). A driving screw block (542) is threadedly connected to the surface of the driving screw rod (541). The top of the driving screw block (542) is fixedly connected with the bottom of the placement box (223). The driving screw block (542) is slidably connected inside the placement box (223).
9. The anti-seepage construction auxiliary device for the deformation joint of the garage roof slab with combined prevention and drainage according to claim 1, wherein: One end of the operation box (1) is fixedly connected with a handle (11). A control panel (12) is fixedly connected to the surface of the operation box (1). Rollers are provided at the four corners of the bottom of the operation box (1).
10. Auxiliary construction method for leakage prevention and drainage combination of deformation joints on garage roof slabs, characterized in that: Adopt the anti-leakage construction auxiliary device for the combined prevention and drainage of the deformation joint of the garage roof slab as described in any one of claims 1-9. The anti-leakage construction auxiliary method specifically includes the following steps: Step 1: Invert the iron sheet pile into the placement box (223). The iron sheet pile drives the limit assembly (3) due to its own gravity, so that the limit assembly (3) limits the iron sheet pile. Step 2: After the limiting component (3) limits the iron sheet pile, start the compression component (4) to make the compression component (4) shrink the surface of the iron sheet pile to prevent the deformation joint from scratching the iron sheet pile; Step 3: After the compression component (4) compresses the iron sheet pile, start the placement component (2) to make the placement component (2) place the iron sheet pile into the deformation joint; Step 4: When the iron sheet pile completely enters the deformation joint, continuously start the compression component (4) to separate the compression component (4) from the iron sheet pile and synchronously drive the repair component (5) to make the repair component (5) repair the compressed iron sheet pile.
Citation Information
Patent Citations
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