A rubber water stop, a prefabricated assembled water channel and its construction method

By setting up rubber water stops at the canal splicing seams, combined with high-pressure jet silting pipe network and open-closed spoiler device, the problems of waterproofing and low dredging efficiency of canals are solved, and efficient waterproofing and dredging are achieved.

CN119913859BActive Publication Date: 2025-07-22CHINA CONSTR THIRD ENG BUREAU GRP CO LTD
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Patent Information

Application Number
CN202510402765.6
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2025-04-01
Publication Date
2025-07-22
Estimated Expiration
2045-04-01

AI Technical Summary

Technical Problem

The existing canal joints are waterproof and prone to aging and failure, with low dredging efficiency and safety risks.

Method used

The splicing seam is covered with rubber water stops, combined with high-pressure jet silting pipe network and open-closed spoiler device to achieve the integration of waterproofing and silting.

Benefits of technology

It improves the waterproof life and dredging efficiency of the canal, and reduces maintenance difficulty and safety risks.

✦ Generated by Eureka AI based on patent content.

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Abstract

The present invention relates to the technical field of water conservancy facilities, and specifically provides a rubber water stop, a prefabricated assembled water channel and a construction method thereof, including a plurality of spliced and assembled water channel bodies; a rubber water stop is arranged inside the splicing seam of two spliced water channel bodies; a high-pressure jet dredging pipe network is arranged at the bottom of the spliced and assembled water channel bodies; an opening and closing type flow disturbing device is arranged inside the water channel bodies; the rubber water stop includes a curved flexible part and fixing components arranged on both sides of the flexible part; the flexible part covers the splicing seam, and the opening and closing type flow disturbing device includes a baffle plate and a hydraulic rod. By integrating a dredging system and a long-term waterproof structure through a prefabricated structure, the problems of difficult maintenance of water channels and short waterproof life in the prior art are solved, and the construction efficiency is improved at the same time.
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Description

Technical Field

[0001] The present invention belongs to the technical field of water conservancy facilities, and particularly relates to a rubber water stop belt, a prefabricated assembled water channel and a construction method thereof. Background Art

[0002] In the prior art, grouting sealing is mostly used for waterproofing of the joints of water channels. It is easy to age and fail after long-term use; for dredging, manual or mechanical operation is required to enter the interior of the water channel, which poses safety risks and has low dredging efficiency. Therefore, there is an urgent need for an assembled water channel integrating waterproofing and dredging functions to overcome the above problems. Summary of the Invention

[0003] Aiming at the problems existing in the above-mentioned prior art, the present invention provides a rubber water stop belt, a prefabricated assembled water channel and a construction method thereof. By integrating a dredging system and a long-term waterproof structure in the water channel, the problems of difficult maintenance of the water channel and short waterproof life at the splicing joints in the prior art are solved, and the construction efficiency is improved at the same time.

[0004] In a first aspect, a rubber water stop belt proposed by the present invention is arranged inside the splicing joint of two spliced water channel bodies; the rubber water stop belt includes a curved flexible part and fixing components arranged on both sides of the flexible part; the flexible part covers the splicing joint, and the fixing components on both sides thereof are respectively fixedly connected to the water channel bodies on both sides of the splicing joint;

[0005] The fixing components include a limiting strip, a pressing strip and a fastener; the limiting strip is laid on the inner wall of the water channel body and abuts against the side end of the flexible part; a third groove is arranged at one end of the flexible part facing away from the water channel body; one end of the pressing strip is embedded in the third groove, and the other end is pressed against the upper end of the limiting strip; the fastener fastens the limiting strip and the water channel body, and the fastener also fastens the pressing strip, the limiting strip and the water channel body, and the fastener also fastens the pressing strip, the flexible part and the water channel body.

[0006] Further, a second groove is arranged on the end face of the water channel body in contact with the limiting strip, and a second protruding part embedded in the second groove is arranged on the limiting strip; a first protruding part extending towards the water channel body is arranged on the side end of the flexible part abutting against the limiting strip; a first groove is arranged on the inner wall of the water channel body along the splicing joint; the first protruding part is filled in the first groove.

[0007] In a second aspect, the present invention also proposes a prefabricated assembled water channel, which includes a plurality of water channel bodies spliced and assembled along the length direction; a rubber water stop belt is arranged inside the splicing joint of two spliced water channel bodies; a high-pressure jet dredging pipe network is arranged at the bottom of the spliced and assembled water channel bodies; an opening and closing flow disturbing device is arranged inside the water channel body;

[0008] The rubber water stop includes a curved flexible part and fixing components arranged on both sides of the flexible part; the flexible part covers the splicing joint, and the fixing components on both sides thereof are respectively fixedly connected to the canal body on both sides of the splicing joint;

[0009] The high-pressure jet dredging pipe network includes network units arranged at the bottom of each canal body and connecting components connecting adjacent network units; the network unit includes a main pipe, one or more branch pipes communicated with the main pipe, and high-pressure nozzles arranged on the branch pipes; at least one of the connecting components is also communicated with a high-pressure water pump;

[0010] The opening and closing flow disturbing device includes a baffle plate and a hydraulic rod; one end of the baffle plate is hinged to the canal body, the other end is hinged to one end of the hydraulic rod, and the other end of the hydraulic rod is hinged to the canal body for driving the baffle plate to open and close.

[0011] Further, a notch groove is arranged on the inner wall of the canal body at the splicing joint; the connecting component includes a sleeve and two L-shaped pipes respectively threadedly connected to both ends of the sleeve; the sleeve is located in the notch groove; the other ends of the two L-shaped pipes are respectively communicated with the main pipes of adjacent two network units.

[0012] Further, the L-shaped pipe includes a positioning pipe and a connecting pipe; the upper end of the positioning pipe is fixedly communicated with the main pipe; an L-shaped positioning hole is arranged on the inner wall of the canal body; the L-shaped positioning hole includes a vertical hole and a horizontal hole; the lower end of the positioning pipe is inserted into the vertical hole, the connecting pipe extends into the horizontal hole, one end of the connecting pipe is threadedly connected to the positioning pipe, and the other end is threadedly connected to the sleeve.

[0013] Further, the fixing component includes a limiting strip, a pressing strip and a fastener; the limiting strip is laid on the inner wall of the canal body and abuts against the side end of the flexible part; a third groove is arranged at one end of the flexible part facing away from the canal body; one end of the pressing strip is embedded in the third groove, and the other end is pressed against the upper end of the limiting strip; the fastener fastens the limiting strip and the canal body, the fastener also fastens the pressing strip, the limiting strip and the canal body, the fastener also fastens the pressing strip, the flexible part and the canal body; a second groove is arranged on the end face of the canal body in contact with the limiting strip, and a second protruding part embedded in the second groove is arranged on the limiting strip; a first protruding part extending towards the canal body is arranged at the side end of the flexible part abutting against the limiting strip; a first groove is arranged on the inner wall of the canal body along the splicing joint; the first protruding part is filled in the first groove.

[0014] Further, one end of the flexible part facing the water channel body is provided with a support and limit part; the support and limit part extends into the notch groove and abuts against the end face of the notch groove; the support and limit part is located between the first convex part and the splicing seam; the connecting pipe penetrates through the support and limit part; rubber pads and compression nuts for clamping both sides of the support and limit part are arranged on the connecting pipe.

[0015] Further, the water channel body includes a water channel bottom plate, a water channel cover plate and two water channel side plates; the water channel bottom plate and the two water channel side plates are cast in situ into an integral U-shaped structure; both ends of the water channel cover plate are respectively placed on the tops of the two water channel side plates; the opening and closing type flow disturbing device is arranged on the inner side of the water channel cover plate.

[0016] Further, casting counterbore holes are arranged at the tops of the water channel side plates, and casting through holes aligned with the casting counterbore holes are arranged at the parts of the water channel cover plate placed on the water channel side plates; steel bars are anchored in the casting counterbore holes, and the steel bars extend into the casting through holes; the water channel body further includes concrete filling the casting counterbore holes and the casting through holes.

[0017] In a third aspect, the present invention provides a construction method for a prefabricated and assembled water channel, which is applied to the prefabricated and assembled water channel, and the construction method includes the following steps:

[0018] Prefabricate the water channel body, and the water channel body includes a water channel bottom plate, a water channel cover plate and two water channel side plates; the water channel bottom plate and the two water channel side plates are cast in situ into an integral U-shaped structure;

[0019] Pre-embed the network units of the high-pressure jet dredging pipeline network inside the U-shaped structure in advance; install the opening and closing type flow disturbing device on the inner side of the water channel cover plate;

[0020] Lift multiple U-shaped structures to the target positions in sequence and splice adjacent U-shaped structures; lift one water channel cover plate at the upper end of each U-shaped structure, and pour concrete to complete the connection between the water channel cover plate and the U-shaped structure;

[0021] Connect adjacent network units by using connection components;

[0022] Lay the flexible part of the rubber water stop belt inside the splicing seam of the water channel body, and make the flexible part cover the connection components, and fix the flexible part and the water channel body by using fixing components;

[0023] Connect the high-pressure water pump with the connection components inside the water channel body at the end.

[0024] The beneficial effects of the present invention are as follows: The curved flexible part is used to cover the splicing seam. The flexible part can expand and contract with the displacement of the water channel body, so that the rubber water stop of the present invention always maintains a good water stop effect. By arranging a high-pressure jet dredging pipe network at the bottom of the water channel body and using high-pressure water to wash the silt at the bottom of the water channel body, compared with the traditional method of manually or mechanically entering the water channel for cleaning, the dredging efficiency is high. By arranging an opening and closing flow disturbing device on the inner side of the water channel body, the flow is disturbed by the opening and closing of the baffle plate, and the inner wall of the water channel is scoured by the turbulent flow to improve the dredging effect. By arranging a rubber water stop at the splicing seam, the waterproof performance of the assembled water channel body is improved. Description of the Drawings

[0025] Figure 1 is a schematic end face structure diagram of the prefabricated water channel of the present invention;

[0026] Figure 2 is a schematic cross-sectional structure diagram of the splicing of three water channel bodies of the prefabricated water channel of the present invention;

[0027] Figure 3 is a schematic top-down cross-sectional structure diagram of one water channel body of the present invention;

[0028] Figure 4 is a schematic cross-sectional structure diagram of the splicing of two water channel bodies of the present invention;

[0029] Figure 5 is Figure 4 an enlarged structure diagram of part A in

[0030] Figure 6 is Figure 5 a structure diagram after hiding the rubber water stop in

[0031] Figure 7 is Figure 6 a disassembled structure diagram of the rubber water stop in

[0032] In the figure: 1 - water channel body; 2 - rubber water stop; 3 - high-pressure jet dredging pipe network; 4 - baffle plate; 5 - hydraulic rod; 6 - splicing seam; 7 - main pipeline; 8 - branch pipeline; 9 - high-pressure nozzle; 10 - high-pressure water pump; 11 - flexible part; 12 - limiting strip; 13 - pressing strip; 14 - fastener; 15 - first groove; 16 - first convex part; 17 - second groove; 18 - second convex part; 19 - third groove; 20 - notch groove; 21 - support limiting part; 22 - inner support strip; 23 - sleeve; 24 - positioning pipe; 25 - connecting pipe; 26 - L-shaped positioning hole; 27 - rubber pad; 28 - compression nut; 29 - steel bar; 30 - water channel cover plate; 31 - U-shaped structure. Detailed Embodiments

[0033] The following further describes the present application in detail in conjunction with the accompanying drawings and specific embodiments:

[0034] As Figures 1-3 shown, the prefabricated and assembled water channel of the present invention includes a plurality of spliced and assembled water channel bodies 1.

[0035] The water channel body 1 includes a water channel bottom plate, a water channel cover plate 30 and two water channel side plates; the water channel bottom plate and the two water channel side plates are cast in situ into an integral U-shaped structure 31; both ends of the water channel cover plate 30 are respectively placed on the tops of the two water channel side plates; an opening and closing type flow disturbing device is arranged on the inner side of the water channel cover plate 30.

[0036] The top of the water channel side plate is provided with a casting counterbore, and the part of the water channel cover plate 30 placed on the water channel side plate is provided with a casting through hole aligned with the casting counterbore; a steel bar 29 is anchored in the casting counterbore, and the steel bar 29 extends into the casting through hole; the water channel body further includes concrete filling the casting counterbore and the casting through hole.

[0037] A rubber water stop 2 is arranged inside the splicing joint 6 of two spliced water channel bodies 1; a high-pressure jet dredging pipe network 3 is arranged at the bottom of the spliced and assembled water channel bodies 1; an opening and closing type flow disturbing device is arranged inside the water channel body 1.

[0038] As Figure 2 、 Figure 4 shown, the opening and closing type flow disturbing device includes a baffle plate 4 and a hydraulic rod 5; one end of the baffle plate 4 is hinged to the water channel body 1, and the other end is hinged to one end of the hydraulic rod 5, and the other end of the hydraulic rod 5 is hinged to the water channel body 1 for driving the baffle plate 4 to open and close. The flow disturbing plate is arranged at the inner top of the water channel body 1, and the hydraulic rod 5 is arranged on the back water surface of the flow disturbing plate. When it is necessary to form a turbulent flow, the hydraulic rod 5 extends, so that the baffle plate 4 descends to the state as shown in Figure 4 shown, at least a part of the baffle plate 4 extends into the water flowing through the water channel body 1. When the water body encounters the blockage of the baffle plate 4, a turbulent flow is formed and flows around. Part of the water body impacts downward to the bottom of the water channel body 1, scouring the silt at the bottom and the side wall of the water channel body 1. The turbid water body at the bottom is quickly carried away by the water body, achieving the effect of dredging; in addition, it can also play the role of scouring the high-pressure jet dredging pipe network 3, avoiding the blockage or covering of the high-pressure jet dredging pipe network 3 by silt and ensuring the dredging effect.

[0039] In some embodiments, the baffle plate 4 can also be arranged on the side wall or the bottom of the water channel body 1, or arranged in a circle along the circumference of the water channel body 1, and the high-efficiency dredging of the water channel body 1 is realized by alternately opening and closing or synchronously opening and closing. Of course, the opening and closing type flow disturbing device further includes a hydraulic cylinder for driving the hydraulic rod 5 to extend and retract and the corresponding electrical control components. The hydraulic cylinder and the electrical control components can be arranged outside the water channel body 1, and through holes can be arranged at the top of the water channel body 1 to facilitate the laying or penetration of pipelines.

[0040] In some embodiments, a silt sensor is provided on the side wall or bottom of the water channel body 1. The silt sensor is electrically connected to a controller, and the controller is electrically connected to the opening and closing type flow disturbing device and the high-pressure jet dredging pipe network 3. When the silt sensor detects that the silt thickness reaches the target value, the controller starts the opening and closing type flow disturbing device and the high-pressure jet dredging pipe network 3 to realize automatic dredging.

[0041] As Figure 2 , Figure 3 shown, the high-pressure jet dredging pipe network 3 includes a pipe network unit provided at the bottom of each water channel body 1 and a connecting component connecting adjacent pipe network units; the pipe network unit includes a main pipe 7, one or more branch pipes 8 communicating with the main pipe 7, and high-pressure nozzles 9 provided on the branch pipes 8; at least one connecting component is also communicated with a high-pressure water pump 10; the high-pressure water pump 10 is also connected to a water supply pipe, and the end of the water supply pipe is connected with a floating ball. The floating ball is located in the water channel body 1. Under the action of the water body in the water channel body 1, the floating ball floats, so that the high-pressure water pump 10 can extract the water body in the water channel body 1 to the pipe network unit through the water supply pipe, realizing high-pressure jet dredging while not wasting water resources, being energy-saving and environment-friendly. A filter screen can also be provided at the end of the water supply pipe to filter the sediment in the water body and avoid clogging of the pipe network unit.

[0042] As Figure 4 , Figure 5 , Figure 7 shown, the rubber water stop 2 includes a curved flexible part 11 and fixing components provided on both sides of the flexible part 11; the flexible part 11 covers the splicing seam 6, and the fixing components on both sides of it are respectively fixedly connected to the water channel body 1 on both sides of the splicing seam 6.

[0043] The fixing components include a limiting strip 12, a pressing strip 13 and a fastener 14;

[0044] The limiting strip 12 is laid on the inner wall of the water channel body 1 and abuts against the side end of the flexible part 11; the length direction of the limiting strip 12 is the same as the length direction of the splicing seam 6 and also the same as the paving direction of the rubber water stop 2. When the rubber water stop 2 is paved, there is partial overlap between its head and tail sections to ensure the waterproof effect.

[0045] One end of the flexible part 11 facing away from the water channel body 1 is provided with a third groove 19; one end of the flexible part 11 facing away from the water channel body 1 is the water-facing surface of the flexible part 11.

[0046] One end of the pressing strip 13 is embedded in the third groove 19, and the other end is pressed against the upper end of the limiting strip 12; the pressing strip 13 is an n-shaped rubber strip.

[0047] The fastener 14 fastens the limiting strip 12 and the water channel body 1. The fastener 14 also fastens the pressing strip 13, the limiting strip 12 and the water channel body 1. The fastener 14 also fastens the pressing strip 13, the flexible part 11 and the water channel body 1. In this embodiment, the fastener 14 can be a fastening bolt.

[0048] The pressing strip 13 and the flexible part 11 are fixed by the fastener 14. The limiting strip 12 abuts against the flexible part 11, and then the limiting strip 12 and the water channel body 1 are fixed by the fastener 14 to limit the movement of the flexible part 11 along the water flow direction, that is, to limit the displacement of the flexible part 11 in the direction perpendicular to the splicing joint 6. The flexible part 11 adopts a curved surface structure, which has a plurality of wave crest parts and wave trough parts, and can effectively absorb the extrusion force or tensile force of the axial displacement of the spliced water channel body 1, and the axial direction is the water flow direction. The settlement or cracking of the foundation will affect the later splicing quality of the water channel body 1, and gaps or drops are likely to appear at the splicing joint 6. However, the flexible part 11 adopted in this embodiment can well adapt to the displacement of the splicing joint 6 and ensure the waterproof effect.

[0049] The end face of the water channel body 1 in contact with the limiting strip 12 is provided with a second groove 17, and the limiting strip 12 is provided with a second protrusion 18 embedded in the second groove 17. By arranging the second groove 17 cooperating with the limiting strip 12 on the water-facing surface of the water channel body 1, the displacement of the limiting strip 12 can be further restricted to ensure that the limiting strip 12 is closely attached to the flexible part 11. When the flexible part 11 is deformed by pressure or tension, the limiting strip 12 always keeps abutting against the flexible part 11. In addition, the limiting strip 12 is made of rubber material, which can further absorb the deformation energy of the flexible part 11 and prolong the service life of the rubber water stop 2.

[0050] The side end of the flexible part 11 abutting against the limiting strip 12 is provided with a first protrusion 16 extending towards the water channel body 1; the inner wall of the water channel body 1 is provided with a first groove 15 along the splicing joint 6; the first protrusion 16 is filled in the first groove 15. The depth of the first groove 15 is deeper than the depth of the second groove 17.

[0051] The inner wall of the water channel body 1 is provided with a notch groove 20 at the splicing joint 6; one end of the flexible part 11 facing the water channel body 1 is provided with a support limiting part 21; the support limiting part 21 extends into the notch groove 20 and abuts against the end face of the notch groove 20; the support limiting part 21 is located between the first protrusion 16 and the splicing joint 6.

[0052] On the back water surface of the flexible part 11, there are a first convex part 16 and a second convex part 18 that maintain a spacing. The convex height of the second convex part 18 is higher than that of the first convex part 16. The first convex part 16, the second convex part 18 and the flexible part 11 are of an integrally formed structure. Both the first convex part 16 and the second convex part 18 are continuously arranged along the length direction of the splicing seam 6. Rubber rib strips are also arranged on both sides of the first convex part 16. The rubber rib strips make the connection between the first convex part 16 and the first groove 15 tighter, limit the vertical displacement of the first convex part 16, and further limit the vertical displacement of the flexible part 11. Even if there is a drop in the water channel body 1 on both sides of the splicing seam 6, the rubber water stop 2 still has a good waterproof effect.

[0053] Under the multiple barriers of the first groove 15, the first convex part 16, the second groove 17 and the second convex part 18, the water body inside the water channel body 1 is difficult to penetrate through the splicing seam 6 to the outside, and has a good waterproof effect.

[0054] An inner support strip 22 is also arranged between the flexible part 11 and the splicing seam 6; the inner support strip 22 is supported between the support limiting parts 21 on both sides of the flexible part 11. The length direction of the inner support strip 22 is the same as the length direction of the splicing seam 6, and the inner support strip 22 is also made of rubber material. One side wall of the support limiting part 21 abuts against the side wall of the notch groove 20, and the other side wall is abutted by the inner support strip 22, so that the support limiting part 21 is fixed and is closely matched with the notch groove 20 to improve the waterproof property. Especially, the inner support strip 22 can be supported on the back water surface of the flexible part 11. When the water surface of the flexible part 11 is subjected to water pressure, the inner support strip 22 provides effective support to prevent the flexible part 11 from being excessively deformed and causing an increase in the gap between the contact surface with the water channel body 1 and affecting the waterproof effect.

[0055] As Figure 5 、 Figure 6 shown, the connecting component includes a sleeve 23 and two L-shaped pipes respectively threadedly connected to both ends of the sleeve 23; the sleeve 23 is located in the notch groove 20; the other ends of the two L-shaped pipes are respectively communicated with the main pipes 7 of two adjacent pipe network units. The L-shaped pipe includes a positioning pipe 24 and a connecting pipe 25; the upper end of the positioning pipe 24 is fixedly communicated with the main pipe 7; an L-shaped positioning hole 26 is arranged on the inner wall of the water channel body 1; the L-shaped positioning hole 26 includes a vertical hole and a horizontal hole; the lower end of the positioning pipe 24 is inserted into the vertical hole, and the connecting pipe 25 extends into the horizontal hole. One end of the connecting pipe 25 is threadedly connected to the positioning pipe 24, and the other end is threadedly connected to the sleeve 23. The connecting pipe 25 penetrates through the support limiting part 21; rubber pads 27 and compression nuts 28 that are clamped on both sides of the support limiting part 21 are arranged on the connecting pipe 25.

[0056] The L-shaped positioning hole 26 is preset on the water channel body 1 in advance, and the main pipeline 7 and the branch pipeline 8 can also be pre-assembled. The positioning pipe 24 can be welded to the bottom of the main pipeline 7 in advance; when assembling the high-pressure jet dredging pipe network 3, the positioning pipe 24 at the bottom of the main pipeline 7 of the pipe network unit of the water channel body 1 is vertically inserted into the vertical hole of the L-shaped positioning hole 26, and the positioning of the pipe network unit can be completed. Then, the connecting pipe 25 that is threadedly matched with the positioning pipe 24 is inserted into the horizontal hole of the L-shaped positioning hole 26, and the connecting pipe 25 and the positioning pipe 24 are tightened at the notch groove 20 to complete the assembly of the L-shaped pipeline. In this state, a part of the connecting pipe 25 extends into the notch groove 20. Of course, before the connecting pipe 25 penetrates into the horizontal hole, a compression nut 28 is pre-tightened on the threaded section of the connecting pipe 25, and then the rubber gasket 27 is placed between the support and limit part 21 and the side wall of the notch groove 20. The connecting pipe 25 passes through the support and limit part 21 and the rubber gasket 27 in sequence and then is inserted into the horizontal hole and is threadedly connected with the positioning pipe 24. Then, the compression nut 28 is tightened to make the compression nut 28 press the support and limit part 21. Finally, the sleeve 23 is used to connect the connecting pipes 25 of two L-shaped pipelines to realize the connection of two pipe network units. At the same time, the rubber water stop 2 is also effectively fixed, and the rubber water stop 2 seals the space formed by splicing the notch grooves 20 of adjacent two water channel bodies 1 to prevent water from seeping into this space, rusting the connection components, and also facilitating later inspection and maintenance.

[0057] Based on the same inventive concept, the present invention also provides a construction method for the above-mentioned assembled water channel, including the following steps:

[0058] Step 1, prefabricate the U-shaped structure 31 and the water channel cover plate 30 of the water channel body 1;

[0059] Step 2, pre-embed the pipe network unit of the high-pressure jet dredging pipe network 3 at the bottom of the water channel body 1, that is, inside the U-shaped structure 31; install the opening and closing flow disturbing device on the inside of the water channel cover plate 30.

[0060] Step 3, hoist multiple U-shaped structures 31 to the target position in sequence and splice adjacent U-shaped structures 31; hoist a water channel cover plate 30 on the upper end of each U-shaped structure 31, and pour concrete into the cast counterbore and the cast through hole to complete the connection between the water channel cover plate 30 and the U-shaped structure 31.

[0061] Step 4, use the connection components to connect adjacent pipe network units; according to the number of water channel bodies 1, determine the number of connection components, and use the connection components to connect all the pipe network units of the water channel bodies 1 into a whole.

[0062] Step 5: Lay the flexible part 11 of the rubber waterstop 2 inside the splicing joint 6 of the water channel body 1, and make the flexible part 11 cover the connecting component. Fix the flexible part 11 and the water channel body 1 by using the fixing component. The rubber waterstops 2 are lap jointed end to end. The inner wall of the water channel body 1 is coated with a nano-penetrating crystalline waterproof coating to enhance the impermeability of the concrete.

[0063] Step 6: Connect the high-pressure water pump 10 with the connecting component in the water channel body 1 at the end. When the number of spliced water channel bodies 1 is large, the number of high-pressure water pumps 10 can be appropriately increased as needed. For example, one high-pressure water pump 10 is configured for every ten water channel bodies 1. For the connecting component that needs to install the high-pressure water pump 10, a three-way joint is arranged on the corresponding connecting pipe 25 and then connected with the high-pressure water pump 10, and the construction is simple and flexible.

[0064] The above is only the preferred embodiment of the present invention, and the protection scope of the present invention is not limited to the above embodiments. All technical solutions falling within the idea of the present invention belong to the protection scope of the present invention. It should be noted that for those of ordinary skill in the art, several improvements and refinements made without departing from the principle of the present invention should also be regarded as the protection scope of the present invention.

Claims

1. A rubber waterstop, characterized in that, The rubber water stop is arranged inside the splicing joint of two spliced water channel bodies; the rubber water stop includes a curved flexible part and fixing components arranged on both sides of the flexible part; the flexible part covers the splicing joint, and the fixing components on both sides thereof are respectively fixedly connected to the water channel bodies on both sides of the splicing joint; The fixing component includes a limiting strip, a pressing strip and a fastener; the limiting strip is laid on the inner wall of the water channel body and abuts against the side end of the flexible part; a third groove is arranged at one end of the flexible part facing away from the water channel body; one end of the pressing strip is embedded in the third groove, and the other end is pressed against the upper end of the limiting strip; the fastener fastens the limiting strip and the water channel body, and the fastener also fastens the pressing strip, the limiting strip and the water channel body, and the fastener also fastens the pressing strip, the flexible part and the water channel body; a second groove is arranged on the end face of the water channel body in contact with the limiting strip, and the limiting strip is provided with a second protruding part embedded in the second groove; the side end of the flexible part abutting against the limiting strip is provided with a first protruding part extending towards the water channel body; a first groove is arranged on the inner wall of the water channel body along the splicing joint; the first protruding part is filled in the first groove; The support and limit part is located between the first protruding part and the splicing joint; a support and limit part is arranged at one end of the flexible part facing the water channel body; An inner support strip is also arranged between the flexible part and the splicing joint; the inner support strip is supported between the support and limit parts on both sides of the flexible part.

2. A prefabricated and assembled water channel, characterized in that, It includes a plurality of water channel bodies spliced and assembled along the length direction; a rubber water stop is arranged inside the splicing joint of two spliced water channel bodies; a high-pressure jet dredging pipe network is arranged at the bottom of the spliced and assembled water channel bodies; an opening and closing flow disturbing device is arranged inside the water channel body; The rubber water stop includes a curved flexible part and fixing components arranged on both sides of the flexible part; the flexible part covers the splicing joint, and the fixing components on both sides thereof are respectively fixedly connected to the water channel bodies on both sides of the splicing joint; The high-pressure jet dredging pipe network includes a pipe network unit arranged at the bottom of each water channel body and a connecting component connecting adjacent pipe network units; the pipe network unit includes a main pipe, one or more branch pipes communicated with the main pipe and high-pressure nozzles arranged on the branch pipes; at least one of the connecting components is also communicated with a high-pressure water pump; The opening and closing flow disturbing device includes a baffle plate and a hydraulic rod; one end of the baffle plate is hinged to the water channel body, and the other end is hinged to one end of the hydraulic rod, and the other end of the hydraulic rod is hinged to the water channel body for driving the baffle plate to open and close; A notch groove is arranged on the inner wall of the water channel body at the splicing joint; the connecting component includes a sleeve and two L-shaped pipes respectively threadedly connected to both ends of the sleeve; the sleeve is located in the notch groove; the other ends of the two L-shaped pipes are respectively communicated with the main pipes of adjacent two pipe network units; The L-shaped pipe includes a positioning pipe and a connecting pipe; the upper end of the positioning pipe is fixedly communicated with the main pipe; the inner wall of the water channel body is provided with an L-shaped positioning hole; the L-shaped positioning hole includes a vertical hole and a horizontal hole; the lower end of the positioning pipe is inserted into the vertical hole, the connecting pipe extends into the horizontal hole, one end of the connecting pipe is threadedly connected to the positioning pipe, and the other end is threadedly connected to the sleeve; The fixing assembly includes a limiting strip, a pressing strip and a fastening member; the limiting strip is laid on the inner wall of the water channel body and abuts against the side end of the flexible part; a third groove is provided at one end of the flexible part facing away from the water channel body; one end of the pressing strip is embedded in the third groove, and the other end is pressed against the upper end of the limiting strip; the fastening member fastens the limiting strip and the water channel body, and the fastening member also fastens the pressing strip, the limiting strip and the water channel body, and the fastening member also fastens the pressing strip, the flexible part and the water channel body; a second groove is provided at the end face of the water channel body in contact with the limiting strip, and the limiting strip is provided with a second convex part embedded in the second groove; the flexible part abuts against the side end of the limiting strip and is provided with a first convex part extending towards the water channel body; a first groove is provided on the inner wall of the water channel body along the splicing seam; the first convex part is filled in the first groove; A support limiting part is provided at one end of the flexible part facing the water channel body; the support limiting part extends into the notch groove and abuts against the end face of the notch groove; the support limiting part is located between the first convex part and the splicing seam; the connecting pipe penetrates through the support limiting part; rubber pads and compression nuts are arranged on the connecting pipe and clamped on both sides of the support limiting part.

3. The prefabricated and assembled water channel according to claim 2, wherein The water channel body includes a water channel bottom plate, a water channel cover plate and two water channel side plates; the water channel bottom plate and the two water channel side plates are cast in situ into a U-shaped structure; the two ends of the water channel cover plate are respectively placed on the tops of the two water channel side plates; the opening and closing type flow disturbing device is arranged on the inner side of the water channel cover plate.

4. The prefabricated and assembled water channel according to claim 3, wherein, The top of the water channel side plate is provided with a casting counterbore, and the part of the water channel cover plate placed on the water channel side plate is provided with a casting through hole aligned with the casting counterbore; steel bars are anchored in the casting counterbore, and the steel bars extend into the casting through hole; the water channel body also includes concrete filling the casting counterbore and the casting through hole.

5. A construction method for a prefabricated assembled water channel, characterized in that, Applied to the prefabricated and assembled water channel according to claim 3, the construction method includes the following steps: Prefabricate the water channel body, the water channel body includes a water channel bottom plate, a water channel cover plate and two water channel side plates; the water channel bottom plate and the two water channel side plates are cast in situ into a U-shaped structure; Embed the network unit of the high-pressure jet dredging pipe network in advance inside the U-shaped structure; install the opening and closing type flow disturbing device on the inner side of the water channel cover plate; Lift a plurality of the U-shaped structures to the target position in sequence and splice the adjacent U-shaped structures; hoist a water channel cover plate at the upper end of each U-shaped structure, and pour concrete to complete the connection between the water channel cover plate and the U-shaped structure; Connect the adjacent pipeline network units using connection components; Lay the flexible part of the rubber water stop on the inner side of the splicing joint of the water channel body, and make the flexible part cover the connection components, and fix the flexible part and the water channel body using fixing components; Connect a high-pressure water pump to the connection component in the water channel body at the end.

Citation Information

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