Concrete diaphragm wall joint pipe construction method and hoisting equipment thereof

By adopting the method of high-pressure flat hose, the problems of high pulling force, poor timing, poor pressure stability and high buoyancy in the construction of concrete anti-seepage wall joint pipes are solved, and a higher quality construction effect is achieved.

CN119983003APending Publication Date: 2025-05-13CHINA GEZHOUBA GROUP CO LTD +1
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Patent Information

Application Number
CN202510292156.X
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-03-12
Publication Date
2025-05-13

AI Technical Summary

Technical Problem

The existing concrete anti-seepage wall joint pipe technology has problems such as excessive pulling force, difficult to master the pulling time, difficult to guarantee the pressure stability of the inflatable rubber capsule, and high buoyancy of the material, which increases the difficulty of construction operations.

Method used

A high-pressure flat hose is used to seal the counterweight block and the outer set mesh bag at the bottom and fix the draw rope on the mesh bag. The high-pressure flat hose is placed vertically into the anti-seepage wall slot hole through the hose. After filling the water, the pipe opening is closed. The state of the hose is controlled by pressurization equipment and air extraction equipment to form a joint tube.

Benefits of technology

It solves the problems of excessive pulling force during the pipe extraction process of the extra-large diameter joint pipe, difficult to master the pulling time, difficult to ensure the pressure stability of the rubber inflatable anti-seepage wall joint pipe, and high material buoyancy, which improves the construction quality and avoids the quality accident of concrete collapse holes.

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Abstract

The invention provides a concrete diaphragm wall joint pipe construction method and hoisting equipment thereof. The hoisting equipment comprises a high-pressure flat hose, and a pipe opening is formed in the top of the high-pressure flat hose; the method comprises the following steps: S1, sealing a balancing weight at the bottom of a high-pressure flat hose, then sleeving a net bag outside the bottom of the high-pressure flat hose, and fixing a plurality of pull ropes on the net bag; s2, the high-pressure flat hose is vertically placed into the slotted hole of the diaphragm wall through hoisting equipment; and S3, water is injected into the high-pressure flat hose through the pipe opening until the high-pressure flat hose is filled with water, the pipe opening is closed, and pressurizing equipment is arranged at the pipe opening. A large-diameter high-pressure flat hose is sunk into a slotted hole of an anti-seepage wall, a large-diameter vertical hole pipe is formed in a water filling mode, and the problems that the pulling force is too large in the pipe pulling process of a super-large-diameter joint pipe, the pulling opportunity is difficult to master due to multiple pipe sections, the pressure stability of a rubber inflatable anti-seepage wall joint pipe is difficult to guarantee, the material buoyancy is large, and the pulling time is difficult to control are solved. And the construction operation difficulty is increased.
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Description

Technical Field

[0001] The invention relates to the field of anti-seepage wall construction, in particular to a concrete anti-seepage wall joint pipe construction method and hoisting equipment thereof. Background Art

[0002] In the construction of concrete anti-seepage walls, the construction process of joint pipes plays a vital role in ensuring the continuity and anti-seepage performance of the wall. The existing process requires that before pouring the concrete of the first-phase slot section, a professional lifting device is required to vertically and accurately lift the joint pipe into the predetermined position of the slot hole to ensure that the pipe body is stable and has good sealing. When the concrete enters a reasonable period from initial setting to final setting, the lifting equipment is used to grade and slowly lift the joint pipe according to the established procedures. The lifting force must be uniform and stable to separate the joint pipe from the concrete and form a regular semicircular joint hole. During the construction of the second-phase slot section, the newly poured concrete can be closely connected to the joint hole to achieve the continuity and anti-seepage effect of the anti-seepage wall.

[0003] However, the current joint pipe technology has significant defects. When traditional rigid joint pipes are constructed in large and deep holes, a large number of pipe segments are required, and the connection and installation of the pipe segments are extremely complicated and difficult to splice, which seriously affects the sealing and stability. After the joint pipe is set down, it is easy to tilt due to various factors, and it may even be unable to reach the bottom of the slot. In the pipe pulling link, the control of the pulling time becomes a key problem. If the pulling is too early, the concrete will not reach the self-supporting strength, and the wall of the joint hole will easily shrink and collapse, resulting in construction failure; if the pulling is too late, the concrete will harden and adhere to the joint pipe, and the friction will increase dramatically, far exceeding the traction force of the pulling equipment. In extreme cases, the joint pipe will be "cast" in the concrete, causing serious construction accidents, delays in construction period, economic losses, and endangering the overall safety of the project.

[0004] At present, Chinese patent CN218843169U discloses a rubber inflatable anti-seepage wall joint pipe, which uses an inflatable rubber bladder to replace the joint pipe, making it easy to set up and pull out, and it can be reused. At the same time, it is not easy to cause quality accidents due to poor grasp of the pulling out time. Then, during use, its pressure stability is difficult to guarantee, and the construction needs to continuously and accurately monitor and adjust the inflation pressure in time, which is cumbersome. Moreover, due to its large buoyancy, the construction operation is more difficult, and higher requirements are put forward for the construction process and process, which limits its wide application in actual engineering. Therefore, a concrete anti-seepage wall joint pipe construction method and its hoisting equipment are proposed to solve the above problems. Summary of the invention

[0005] The main purpose of the present invention is to provide a concrete anti-seepage wall joint pipe construction method and its lifting equipment, so as to solve the problems that the pulling force is too large during the pulling process of the super-large diameter joint pipe, the pulling timing is difficult to grasp, the pressure stability of the inflatable rubber bladder is difficult to ensure, the large buoyancy of the material increases the difficulty of construction operation, and puts forward higher requirements on the construction technology and process.

[0006] In order to solve the above technical problems, the technical solution adopted by the present invention is: a construction method of a concrete anti-seepage wall joint pipe and a hoisting device thereof, comprising a high-pressure flat hose, the top of which is provided with a pipe opening; The method includes: S1. A counterweight is sealed at the bottom of the high-pressure flat hose, and then a net bag is set on the outside of the bottom of the high-pressure flat hose, and a plurality of drawstrings are fixed on the net bag; S2. Place the high-pressure flat hose vertically into the slot of the anti-seepage wall through the lifting equipment. Before lowering the high-pressure flat hose, a release agent needs to be applied on its outer surface, the drawstring and the net bag; S3, pouring water into the high-pressure flat hose through the nozzle until it is full, closing the nozzle, and setting a pressurizing device at the nozzle; Through the above steps, a joint pipe is formed in the slot hole of the anti-seepage wall.

[0007] In the preferred solution, S4, after the concrete outside the pipe is poured to the top and exceeds the final setting time of the concrete, the pipe mouth is opened, and the water in the high-pressure flat hose is drained, and then the pipe mouth is closed; S5. Then, the high-pressure flat hose is evacuated by an exhaust device to achieve a vacuum state inside the hose; S6. Finally, lift the high-pressure flat hose out of the anti-seepage wall slot using lifting equipment.

[0008] In a preferred embodiment, a closable valve hole is provided above the high-pressure flat hose for connecting a pressurizing device or a vacuum device.

[0009] In the preferred embodiment, a sealing assembly for sealing the pipe opening is further included, which includes a sealing rubber plate that can be placed in the pipe opening, and two clamping plates that support the pipe opening from the outside, the length of the sealing rubber plate is adapted to the length of the pipe opening in a flat state, the sealing rubber plate and the tops of the two clamping plates are each provided with a corresponding plurality of connecting seats, top bolts and nuts are provided between the corresponding connecting seats, and end bolts and nuts located at both ends are also provided between the two clamping plates; The opposite sides of the two clamping plates are provided with clamping sealing strips; Both sides of the sealing rubber plate are provided with inner embedding grooves corresponding to the clamping sealing strips.

[0010] The lifting equipment includes: a walking trolley that can travel on both sides of the anti-seepage wall slot, a frame-type transverse trolley movably installed on the walking trolley through a transverse track, a winding mechanism for retracting and releasing a flattened hose is provided on the frame-type transverse trolley, a connecting rope is provided on the top of the flattened hose, the other end of the connecting rope is fixed on the winding mechanism, a supporting platform is also provided on the top of the frame-type transverse trolley, and a rope retracting mechanism for retracting and releasing the rope is provided on the supporting platform.

[0011] In the preferred embodiment, the winding mechanism includes two bearing seats symmetrically arranged on the frame-type transverse shift vehicle, a rotating shaft is rotatably arranged between the two bearing seats through an internally arranged bearing, a winding drum is arranged outside the rotating shaft, and the end of the connecting rope is fixed on the winding drum.

[0012] In the preferred embodiment, the pull rope retracting and releasing mechanism includes an extension platform arranged on the side of the support platform, a retracting and releasing assembly is arranged on the top of the extension platform, and openings are arranged on the top plate of the support platform. The number and position of the openings correspond to the pull ropes, and a guide wheel is arranged above the openings. The pull rope passes through the opening and the guide wheel and then is connected to the retracting and releasing assembly.

[0013] In the preferred embodiment, the retractable assembly includes two columns symmetrically arranged on the top of the extension platform, two rotating rods are rotatably arranged between the two columns, and the two rotating rods are provided with a total of retractable cylinders with the same number as the pull ropes. The pull ropes are connected to the corresponding retractable cylinders, one end of the two rotating rods passes through the columns and is connected to linkage gears, and the side of the columns is rotatably provided with an idle gear that meshes with the two linkage gears at the same time.

[0014] In the preferred embodiment, it also includes a driving mechanism that simultaneously drives the winding mechanism and the rope retracting and releasing mechanism, the driving mechanism includes a first driving device arranged on the top of the support platform, the output end of the first driving device is provided with a transmission sprocket, the end of the rotating shaft passes through the bearing seat and is provided with two synchronous sprockets, the end of one of the rotating rods is provided with a driven sprocket, and a transmission chain is installed between the transmission sprocket and one of the synchronous sprockets and between the driven sprocket and the other synchronous sprocket.

[0015] In the preferred embodiment, a cleaning device for cleaning the high-pressure flat hose is also included, the cleaning device includes two water spraying assemblies and a rotating cleaning mechanism symmetrically arranged on both sides of the high-pressure flat hose, and a push-telescopic cylinder for controlling the distance between the two rotating cleaning mechanisms, one end of the push-telescopic cylinder is hingedly arranged on the frame-type transverse vehicle, and the other end is hingedly connected to one of the rotating cleaning mechanisms, and the two rotating cleaning mechanisms are transmission-connected; The water spray assembly includes two suspension rods arranged at the bottom of the top plate of the support platform, a water supply pipe is arranged between the two suspension rods, a plurality of high-pressure nozzles are arranged on one side of the water supply pipe close to the high-pressure flat hose, and a water supply device is connected to the water inlet end of the water supply pipe; The rotary cleaning mechanism comprises rotating seats symmetrically arranged on both sides of the frame-type transverse moving vehicle, the rotating seats are rotatably arranged on the side of the frame-type transverse moving vehicle through a rotating shaft, a rotating rod is rotatably arranged between the two rotating seats, a rotating brush is arranged on the outside of the rotating rod, a support plate is arranged on the outside of one of the rotating seats, a second driving device is arranged on the support plate, and an output shaft of the second driving device is drivingly connected with the rotating rod; A transmission gear is also arranged outside the rotating rod, and the transmission gears of the two rotating cleaning mechanisms are meshed with each other.

[0016] The invention provides a construction method for a concrete anti-seepage wall joint pipe and a hoisting device thereof. A large-diameter high-pressure flat hose is sunk into a slot hole of the anti-seepage wall to form a large-diameter vertical hole pipe by filling with water. After filling with water, the pipe mouth of the high-pressure hose is sealed to replace a conventional steel joint pipe and a rubber inflatable anti-seepage wall joint pipe. The method solves the problems of excessive pulling force in the process of pulling out the super-large-diameter joint pipe, difficulty in grasping the pulling-out timing of multiple pipe sections, difficulty in ensuring the pressure stability of the rubber inflatable anti-seepage wall joint pipe, and large material buoyancy, which increases the difficulty of construction operation. The method completely avoids quality accidents caused by concrete hole collapse in the process of pulling out the pipe, and significantly improves the construction quality of the anti-seepage wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] The present invention will be further described below in conjunction with the accompanying drawings and embodiments: Figure 1 It is a schematic diagram of the structure of the high-pressure flat hose of the present invention in an expanded state; Figure 2 It is a schematic diagram of the cross-sectional structure of the high-pressure flat hose of the present invention; Figure 3 This is a structural diagram of the lower side of the high-pressure flat hose of the present invention; Figure 4 is a structural diagram of the closure assembly of the present invention; Figure 5 is an exploded structural diagram of the closure assembly of the present invention; Figure 6 It is a structural diagram of the lifting equipment of the present invention; Figure 7 It is a cross-sectional view of the state where the high-pressure flat hose is lowered by the hoisting equipment of the present invention; Figure 8 It is an exploded structural diagram of the hoisting equipment of the present invention; Fig. 9 This is a half-section structural diagram of the frame-type transverse shift vehicle of the present invention; Fig.10 The present invention Figure 7 Another perspective structural diagram; Fig.11 It is a structural diagram of the cleaning device of the present invention; Fig.12 The present invention Fig. 9 Another perspective structural diagram; Fig.13 It is the structural diagram of the rotary cleaning mechanism of the present invention; In the figure: high-pressure flat hose 1; pipe mouth 2; valve hole 3; external set net bag 4; pull rope 5; counterweight block 6; lifting equipment 7; walking trolley 71; frame-type transverse vehicle 72; winding mechanism 73; bearing seat 730; rotating shaft 731; winding drum 732; supporting platform 74; pull rope retracting mechanism 75; opening 750; guide wheel 751; column 752; rotating rod 753; retracting drum 754; linkage gear 755; idler gear 756; extension platform 757; driving mechanism 76; first driving device 760; transmission sprocket 761; synchronous sprocket 762; transmission chain 763; driven Sprocket 764; cleaning device 77; water spray assembly 771; suspension rod 7710; water supply pipe 7711; high-pressure nozzle 7712; rotating cleaning mechanism 772; rotating shaft 7720; rotating seat 7721; transmission gear 7722; rotating rod 7723; rotating brush 7724; support plate 7725; second drive device 7726; pushing telescopic cylinder 773; closing assembly 8; sealing rubber plate 801; clamping plate 802; clamping sealing strip 803; connecting seat 804; top bolt and nut 805; end bolt and nut 806; embedded groove 807; anti-seepage wall slot hole 100. DETAILED DESCRIPTION

[0018] Example 1 like Figure 1-5 As shown, it includes a high-pressure flat hose 1, and a pipe opening 2 is provided at the top of the high-pressure flat hose 1; The method includes: S1. A counterweight 6 is sealed at the bottom of the high-pressure flat hose 1. The counterweight 6 is a high-density fine-grained solid material, such as sand, and is sealed at the bottom of the high-pressure flat hose 1 through a sealing method, such as resin infusion sealing. The counterweight 6 is used to offset the buoyancy of the hose during the lowering and water filling process to ensure that the hose sinks smoothly to a predetermined depth. Then, a net bag 4 is set on the outside of the bottom of the high-pressure flat hose 1. The net bag 4 is a wire net bag. The net bag is woven with high-strength corrosion-resistant steel wire. The mesh is fine and dense, which holds and protects the hose to prevent the hose from being damaged by tension. A plurality of pull ropes 5 are fixed on the net bag. The pull ropes 5 are four steel wire ropes. One end of the pull ropes is connected to the steel wire net bag at multiple points through a fastening clamp, and the other end extends along the hose wall to the ground operation end.

[0019] S2. Place the high-pressure flat hose 1 vertically into the anti-seepage wall slot 100 through the lifting equipment 7. Pay close attention to the stress state of the pull rope 5 and the verticality of the high-pressure flat hose 1 during the process. It should be noted that before the high-pressure flat hose 1 is lowered, a release agent needs to be applied on its outer surface, the wire rope and the net bag 4. After it is lowered into place, lift it up so that the bottom is suspended in the air, with a specific height of no more than 100 cm. Let it stand for a while to make it vertical and then sink to the bottom to ensure its vertical state.

[0020] S3. Pour water into the high-pressure flat hose 1 through the pipe mouth 2 until it is full, then close the pipe mouth 2, and set a pressurizing device at the pipe mouth 2. Through the pressure supplementation of the pressurizing device, the pressure is balanced with the confining pressure generated by the concrete and mud outside the pipe. It should be noted that the spacing relationship between the pull ropes 5 can meet the requirement that it is tightly attached to the outside of the high-pressure flat hose 1 after water injection and expansion, so as to avoid excessive extension and burial in the concrete of the anti-seepage wall.

[0021] Through the above steps, a joint pipe is formed in the cut-off wall slot 100 .

[0022] S4. After the concrete outside the pipe is poured to the top and exceeds the final setting time of the concrete, the pipe mouth 2 is opened, the water in the high-pressure flat hose 1 is drained, and then the pipe mouth 2 is closed.

[0023] S5. Then, the high-pressure flat hose 1 is evacuated by an exhaust device to make the inside of the hose reach a vacuum state, thereby utilizing the negative pressure principle to facilitate the hose to be smoothly separated from the concrete.

[0024] S6. Finally, the high-pressure flat hose 1 is lifted out of the anti-seepage wall slot 100 by the hoisting equipment 7.

[0025] With this design, the problem of the inability to maintain pressure stability and large buoyancy of the rubber inflatable anti-seepage wall joint pipe can be effectively solved by injecting water into the high-pressure flat hose 1 to seal it instead of expanding it with air pressure. At the same time, compared with the traditional extra-large diameter joint pipe, the structure is simplified and easy to plug and unplug. When not expanded, it can shrink softly, fold and curl at will. After expansion, it has sufficient strength to withstand the pressure of concrete.

[0026] Compared with the inflatable joint pipe, the incompressibility of water makes it relatively easier to control the pressure of the joint pipe after water injection, and water will not easily produce large volume fluctuations due to pressure changes like gas within a certain range. There is no need to monitor and adjust the pressure as frequently as inflation, which reduces the complexity and difficulty of operation, can more stably play the role of the joint pipe, and reduce construction problems caused by unstable pressure. At the same time, since the density of water is greater than that of air, the overall weight of the joint pipe increases relatively after water injection, which can effectively reduce the construction inconvenience caused by large buoyancy, and make the position of the joint pipe in the slot more stable, which is conducive to ensuring construction quality and reducing the position deviation of the joint pipe or difficulty in accurately lowering it to the bottom due to buoyancy problems.

[0027] In this embodiment, the high-pressure flat hose 1 is based on woven fibers such as polyester and aramid as the main structure, and the composite thermoplastic elastomer is tightly compounded on the inner and outer sides of the woven fibers to serve as the inner lining and outer lining respectively. During the manufacturing process, fibers such as polyester and aramid are first interwoven into the skeleton structure of the hose. The structure, by virtue of the high strength and high toughness of the woven fibers themselves, gives the hose basic compression and tensile properties. Subsequently, the composite thermoplastic elastomer is evenly and firmly attached to the inner and outer surfaces of the woven fibers. The composite thermoplastic elastomer has excellent flexibility, sealing and certain wear resistance, and cooperates with the woven fibers, so that the high-pressure flat hose 1 has multiple advantages of being soft and bendable, wear-resistant and resistant to high pressure, so that the high-pressure flat hose 1 can operate stably in a complex and harsh working environment, and the diameter of the high-pressure flat hose 1 is the same as the thickness of the anti-seepage wall, the wall thickness is 3mm-5mm, and the tube length is slightly greater than the depth of the anti-seepage wall slot 100.

[0028] In the preferred embodiment, a closable valve hole 3 is provided above the high-pressure flat hose 1, so as to facilitate the connection of a pressurizing device or a vacuum device when the pipe mouth 2 is sealed, thereby avoiding the direct connection of a pressurizing device or a vacuum device to the pipe mouth 2, which would cause the pipe mouth 2 to be unable to be completely sealed.

[0029] In the preferred embodiment, a sealing component 8 for sealing the pipe mouth 2 is also included, which includes a sealing rubber plate 801 that can be placed in the pipe mouth 2, and two clamps 802 that support the pipe mouth 2 from the outside. The length of the sealing rubber plate 801 is adapted to the length of the pipe mouth 2 in a flat state, so that the sealing rubber plate 801 can be placed in the pipe mouth 2. The sealing rubber plate 801 and the tops of the two clamps 802 are provided with corresponding multiple connecting seats 804, and top bolts and nuts 805 are provided between the corresponding connecting seats 804. The two clamps 802 and the sealing rubber plate 801 are connected by the top bolts and nuts 805, and the two clamps 802 clamp the sealing rubber plate 801 by tightening the nuts to achieve the effect of closing the pipe mouth 2. End bolts and nuts 806 located at both ends of the two clamps 802 are also provided between the two clamps 802 to further improve the locking force. Holes for bolts to pass through are provided on the ends of the clamps 802 and the connecting seats 804.

[0030] The opposite sides of the two clamping plates 802 are provided with clamping sealing strips 803 , and the sealing performance is improved by the extrusion deformation when the clamping sealing strips 803 and the sealing rubber plate 801 are locked.

[0031] Both sides of the sealing rubber plate 801 are provided with embedded grooves 807 corresponding to the clamping sealing strip 803, so that the clamping sealing strip 803 can be embedded in the embedded grooves 807, thereby further improving the sealing performance.

[0032] Example 2 Further illustrate with reference to Example 1, Figure 6-13In order to facilitate the implementation of the above construction method, in this embodiment, a lifting device is also proposed for lifting the flat hose 1, including a walking trolley 71 that can travel on both sides of the anti-seepage wall slot 100. The walking trolley 71 can be moved in a track-type or tire-type manner to move to the installation position of the joint pipe. A frame-type transverse moving vehicle 72 is movably installed on the walking trolley 71 through a transverse track. The frame-type transverse moving vehicle 72 can be transversely moved on the walking trolley 71, so as to facilitate transverse movement to the top of the anti-seepage wall slot 100. The frame-type transverse moving vehicle 72 is provided with a device for retracting and releasing the flat hose. The winding mechanism 73 of the hose 1 is provided with a connecting rope 9 on the top of the flattened hose 1 for winding and releasing. The connecting rope 9 is a steel wire rope, one end of which is fixed on the top of the flattened hose 1, and the other end is fixed on the winding mechanism 73, so that after the flattened hose 1 is completely lowered, it can still maintain connection with the winding mechanism 73. A support platform 74 is also provided on the top of the frame-type transverse shift vehicle 72, and a rope winding and releasing mechanism 75 for winding and releasing the rope 5 is provided on the support platform 74. Through the cooperation of the winding mechanism 73 and the rope winding and releasing mechanism 75, the flattened hose 1 can be stably wound and released, and a lifting effect with multi-point force can be achieved at the same time.

[0033] In the preferred embodiment, the winding mechanism 73 includes two bearing seats 730 symmetrically arranged on the frame-type transverse shift vehicle 72, and a rotating shaft 731 is rotatably arranged between the two bearing seats 730 through an internally arranged bearing. A winding drum 732 is arranged on the outside of the rotating shaft 731, and the end of the connecting rope 9 is fixed on the winding drum 732. The retraction and release of the compressed flat hose 1 is achieved by the forward or reverse rotation of the winding drum 732.

[0034] In the preferred embodiment, the pull rope retracting and releasing mechanism 75 includes an extension platform 757 arranged on the side of the support platform 74, and a retracting and releasing assembly is arranged on the top of the extension platform 757. The openings 750 on the top plate of the support platform 74, and the number and positions of the openings 750 correspond to the pull rope 5, specifically four, and a guide wheel 751 is arranged above the opening 750. The pull rope 5 passes through the opening 750 and the guide wheel 751 and is connected to the retracting and releasing assembly, and then the pull rope 5 is retracted and released by the forward or reverse rotation of the retracting and releasing assembly.

[0035] Among them, the retracting and releasing assembly includes two columns 752 symmetrically arranged on the top of the extension platform 757, two rotating rods 753 are rotatably arranged between the two columns 752, and a total of retracting and releasing cylinders 754, the same number as the pull rope 5, are arranged on the two rotating rods 753, specifically four, two in a group, and the two groups of retracting and releasing cylinders 754 are respectively arranged on the two rotating rods 753, and the pull rope 5 is connected to the corresponding retracting and releasing cylinders 754. One end of the two rotating rods 753 passes through the column 752 and is connected to a linkage gear 755. The side of the column 752 is rotatably provided with an idle gear 756 that is simultaneously meshed with the two linkage gears 755, so that the two rotating rods 753 can rotate in the same direction through the transmission of the idle gear 756, thereby realizing the synchronous retraction and release of the four pull ropes 5.

[0036] In the preferred embodiment, a driving mechanism 76 is also included for simultaneously driving the reeling mechanism 73 and the pull-cord retracting and releasing mechanism 75, thereby ensuring that the reeling mechanism 73 and the pull-cord retracting and releasing mechanism 75 are retracted and released synchronously. It should be noted that the reserved length of the pull-cord 5 is adapted to the retracting and releasing length of the flattened hose 1 to avoid a one-in-one-back situation, which causes the flattened hose 1 to be unable to be lowered vertically or reeled smoothly.

[0037] The driving mechanism 76 includes a first driving device 760 arranged on the top of the support platform 74, and a transmission sprocket 761 is arranged at the output end of the first driving device 760. The end of the rotating shaft 731 passes through the bearing seat 730 and is provided with two synchronous sprockets 762. A driven sprocket 764 is arranged at the end of one of the rotating rods 753. A transmission chain 763 is installed between the driving sprocket 761 and one of the synchronous sprockets 762, and between the driven sprocket 764 and the other synchronous sprocket 762, thereby achieving the effect of simultaneously driving the winding mechanism 73 and the rope retracting mechanism 75.

[0038] Such a design can avoid uneven force on the pull rope 5 and the flattened hose 1 due to uneven speeds during the lowering or recovery process.

[0039] In the preferred embodiment, a cleaning device 77 is also included for cleaning the high-pressure flat hose 1 during the recycling process.

[0040] The cleaning device 77 includes two water spray assemblies 771 and a rotating cleaning mechanism 772 symmetrically arranged on both sides of the high-pressure flat hose 1, and a pushing telescopic cylinder 773 for controlling the distance between the two rotating cleaning mechanisms 772. One end of the pushing telescopic cylinder 773 is hinged on the frame-type transverse shift vehicle 72, and the other end is hinged to one of the rotating cleaning mechanisms 772. The two rotating cleaning mechanisms 772 are transmission connected, so that the water spray assembly 771 is used to spray water to clean the two sides of the flat state of the high-pressure flat hose 1, and the rotating cleaning mechanism 772 performs rotational cleaning on both sides.

[0041] It should be noted that the rotating cleaning mechanism 772 is specifically arranged between the high-pressure flat hose 1 in a flat state and the pull rope 5.

[0042] The water spray assembly 771 includes two suspension rods 7710 arranged at the bottom of the top plate of the support platform 74, a water supply pipe 7711 is arranged between the two suspension rods 7710, a plurality of high-pressure nozzles 7712 are arranged on the side of the water supply pipe 7711 close to the high-pressure flat hose 1, and the water inlet end of the water supply pipe 7711 is connected to a water supply device.

[0043] The rotary cleaning mechanism 772 includes a rotating seat 7721 symmetrically arranged on both sides of the frame-type transverse moving vehicle 72, the rotating seat 7721 is rotatably arranged on the side of the frame-type transverse moving vehicle 72 through a rotating shaft 7720, and the rotating shaft 7720 is rotatably arranged on the side of the frame-type transverse moving vehicle 72 through a bearing, and a rotating rod 7723 is rotatably arranged between the two rotating seats 7721, and a rotating brush 7724 is arranged on the outside of the rotating rod 7723, and a support plate 7725 is arranged on the outside of one of the rotating seats 7721, and a The second driving device 7726, the output shaft of the second driving device 7726 is connected to the rotating rod 7723, so that the rotating rod 7723 and the rotating brush 7724 are driven to rotate by the power of the second driving device 7726, and then the cleaning effect is achieved through the contact between the rotating brush 7724 and the surface of the high-pressure flat hose 1. At the same time, the rotating cleaning mechanism 772 can adjust its contact distance with the high-pressure flat hose 1 by rotating through the rotating shaft 7720, which can ensure close cleaning and also achieve separation to prevent affecting the lowering of the high-pressure flat hose 1.

[0044] A transmission gear 7722 is also provided on the outside of the rotating rod 7723, and the transmission gears 7722 of the two rotating cleaning mechanisms 772 are meshed with each other. Therefore, when the telescopic cylinder 773 is telescopically pushed to adjust the positional relationship between one of the rotating cleaning mechanisms 772 and the high-pressure flat hose 1, the other rotating cleaning mechanism 772 can be adjusted synchronously.

[0045] The above embodiments are only preferred technical solutions of the present invention and should not be regarded as limiting the present invention. The protection scope of the present invention shall be the technical solutions recorded in the claims, including equivalent replacement solutions of the technical features in the technical solutions recorded in the claims. That is, equivalent replacement improvements within this scope are also within the protection scope of the present invention.

Claims

1. A method for constructing a concrete anti-seepage wall joint pipe, comprising a high-pressure flat hose (1), characterized in that: A pipe opening (2) is provided at the top of the high-pressure flat hose (1); The method includes: S1, sealing a counterweight (6) at the bottom of the high-pressure flat hose (1), then fitting a net bag (4) on the outside of the bottom of the high-pressure flat hose (1), and fixing a plurality of drawstrings (5) on the net bag; S2. Place the high-pressure flat hose (1) vertically into the anti-seepage wall slot (100) by means of a lifting device (7). Before the high-pressure flat hose (1) is lowered, a release agent needs to be applied to its outer surface, the drawstring (5) and the net bag (4); S3, injecting water into the high-pressure flat hose (1) through the pipe opening (2) until it is full, closing the pipe opening (2), and setting a pressurizing device at the pipe opening (2); Through the above steps, a joint pipe is formed in the anti-seepage wall slot (100).

2. A method for constructing a concrete anti-seepage wall joint pipe according to claim 1, characterized in that: The method further includes: S4, after the concrete outside the pipe is poured to the top and exceeds the final setting time of the concrete, the pipe opening (2) is opened, and the water in the high-pressure flat hose (1) is drained, and then the pipe opening (2) is closed; S5, then using a vacuum device to evacuate the high-pressure flat hose (1) to achieve a vacuum state inside the hose; S6. Finally, the high-pressure flat hose (1) is lifted out of the anti-seepage wall slot (100) by the lifting equipment (7).

3. A method for constructing a concrete anti-seepage wall joint pipe according to claim 2, characterized in that: A closable valve hole (3) is provided above the high-pressure flat hose (1) for connecting to a pressurizing device or an exhaust device.

4. A method for constructing a concrete anti-seepage wall joint pipe according to claim 3, characterized in that: Also included is a sealing assembly (8) for sealing the pipe mouth (2), comprising a sealing rubber plate (801) that can be placed in the pipe mouth (2), and two clamping plates (802) that support the pipe mouth (2) from the outside, the length of the sealing rubber plate (801) being adapted to the length of the pipe mouth (2) in a flat state, a plurality of corresponding connecting seats (804) being provided at the top of the sealing rubber plate (801) and the two clamping plates (802), top bolts and nuts (805) being provided between the corresponding connecting seats (804), and end bolts and nuts (806) being provided between the two clamping plates (802) at both ends thereof; The opposite sides of the two clamping plates (802) are provided with clamping sealing strips (803); Both sides of the sealing rubber plate (801) are provided with embedded grooves (807) corresponding to the clamping sealing strip (803).

5. A lifting device for lifting a flat hose (1), characterized in that: The invention comprises a walking trolley (71) which can travel on both sides of the anti-seepage wall slot hole (100); a frame-type transverse moving vehicle (72) is movably mounted on the walking trolley (71) via a transverse moving track; a reeling mechanism (73) for retracting and releasing a flattened hose (1) is arranged on the frame-type transverse moving vehicle (72); a connecting rope (9) is arranged on the top of the flattened hose (1); the other end of the connecting rope (9) is fixed on the reeling mechanism (73); a supporting platform (74) is also arranged on the top of the frame-type transverse moving vehicle (72); a rope retracting mechanism (75) for retracting and releasing a rope (5) is arranged on the supporting platform (74).

6. A hoisting device according to claim 3, characterized in that: The winding mechanism (73) comprises two bearing seats (730) symmetrically arranged on the frame-type transverse shifting vehicle (72), a rotating shaft (731) is rotatably arranged between the two bearing seats (730) via a bearing arranged inside, a winding drum (732) is arranged outside the rotating shaft (731), and an end of the connecting rope (9) is fixedly arranged on the winding drum (732).

7. A hoisting device according to claim 6, characterized in that: The pull rope retracting and releasing mechanism (75) comprises an extension platform (757) arranged on the side of the support platform (74); a retracting and releasing assembly is arranged on the top of the extension platform (757); openings (750) are arranged on the top plate of the support platform (74); the number and positions of the openings (750) correspond to the pull ropes (5); a guide wheel (751) is arranged above the openings (750); the pull rope (5) passes through the openings (750) and the guide wheel (751) before being connected to the retracting and releasing assembly.

8. A hoisting device according to claim 7, characterized in that: The retractable assembly comprises two columns (752) symmetrically arranged on the top of the extension platform (757); two rotating rods (753) are rotatably arranged between the two columns (752); the two rotating rods (753) are provided with a total of retractable cylinders (754) the same number as the pull ropes (5); the pull ropes (5) are connected to the corresponding retractable cylinders (754); one end of the two rotating rods (753) passes through the columns (752) and is connected to a linkage gear (755); and an idler gear (756) that meshes with the two linkage gears (755) is rotatably arranged on the side of the columns (752).

9. A lifting device according to claim 8, characterized in that: The invention also comprises a driving mechanism (76) for simultaneously driving the winding mechanism (73) and the rope retracting and releasing mechanism (75), wherein the driving mechanism (76) comprises a first driving device (760) arranged on the top of the support platform (74), a transmission sprocket (761) being arranged at the output end of the first driving device (760), two synchronous sprockets (762) being arranged at the end of the rotating shaft (731) passing through the bearing seat (730), a driven sprocket (764) being arranged at the end of one of the rotating rods (753), and a transmission chain (763) being sleeved between the transmission sprocket (761) and one of the synchronous sprockets (762), and between the driven sprocket (764) and the other synchronous sprocket (762).

10. A hoisting device according to claim 9, characterized in that: Also included is a cleaning device (77) for cleaning the high-pressure flat hose (1), the cleaning device (77) comprising two water spray assemblies (771) and a rotating cleaning mechanism (772) symmetrically arranged on both sides of the high-pressure flat hose (1), and a push-telescopic cylinder (773) for controlling the distance between the two rotating cleaning mechanisms (772), one end of the push-telescopic cylinder (773) is hingedly arranged on the frame-type transverse vehicle (72), and the other end is hingedly connected to one of the rotating cleaning mechanisms (772), and the two rotating cleaning mechanisms (772) are transmission-connected; The water spray assembly (771) comprises two suspension rods (7710) arranged at the bottom of the top plate of the support platform (74); a water supply pipe (7711) is arranged between the two suspension rods (7710); a plurality of high-pressure spray heads (7712) are arranged on one side of the water supply pipe (7711) close to the high-pressure flat hose (1); and a water supply device is connected to the water inlet end of the water supply pipe (7711); The rotary cleaning mechanism (772) comprises rotating seats (7721) symmetrically arranged on both sides of the frame-type transverse transfer vehicle (72); the rotating seats (7721) are rotatably arranged on the sides of the frame-type transverse transfer vehicle (72) via a rotating shaft (7720); a rotating rod (7723) is rotatably arranged between the two rotating seats (7721); a rotating brush (7724) is arranged outside the rotating rod (7723); a support plate (7725) is arranged outside one of the rotating seats (7721); a second driving device (7726) is arranged on the support plate (7725); and an output shaft of the second driving device (7726) is drivingly connected to the rotating rod (7723); A transmission gear (7722) is also provided on the outside of the rotating rod (7723), and the transmission gears (7722) of the two rotating cleaning mechanisms (772) are meshed with each other.

Citation Information

Patent Citations

  • A rubber-inflatable waterproof wall joint pipe

    CN218843169U