Double horizontal reverse buckle bottom shaft driven flap gate
Through the design of the double-sided reverse-sliding bottom shaft drive flip gate, combined with the working opening and closing and lifting opening and closing devices, the problems of traditional gate maintenance difficulties and poor silting effect are solved, and convenient maintenance and efficient silting are achieved.
Patent Information
- Application Number
- CN202110597980.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Priority Date
- 2021-05-08
- Filing Date
- 2021-05-31
- Publication Date
- 2025-07-11
- Estimated Expiration
- 2041-05-31
AI Technical Summary
The traditional large-span bottom shaft drive flip gate is difficult to maintain, and the silt sludge effect is poor, which cannot meet the high-demand slug construction needs.
The double-sided reverse-locking bottom shaft drives the flip gate. Through the combination of working opening and closing devices and lifting opening and closing devices, the open-air layout and convenient maintenance of the gate are realized, and the door is overcurrent for efficient sludge.
It realizes convenient maintenance of gates and better than traditional silting effects, meeting the high-demand slumbing and construction needs of sluice gates.
Smart Images

Figure CN113152391B_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of water conservancy projects, and more specifically, to a double-horizontal reverse-buckled bottom-shaft-driven flap gate. Background Art
[0002] With the rapid development of social economy, the requirements for sluice construction have been gradually improved. Currently, the bottom-shaft-driven flap gate is widely used in large-span river channels (waterways). The bottom-shaft-driven flap gate can meet the functional requirements of bidirectional water retaining, opening and closing under dynamic water, and discharging water at the top of the gate with a small opening degree, and the upper part is transparent, having a good landscape effect. However, with the increase in the service life of this type of gate, some problems have emerged one after another, such as serious siltation in front of the gate, and the poor silt flushing effect of commonly used silt flushing pumps; the hoist is located in the hoist rooms on both banks, and the maintenance space is insufficient; the gate is fixedly installed and cannot be repaired. Therefore, the traditional bottom-shaft-driven flap gate can no longer meet the construction requirements of some large-span sluices with high requirements. Summary of the Invention
[0003] Due to the above-mentioned defects in the prior art, the present application proposes a double-horizontal reverse-buckled bottom-shaft-driven flap gate, aiming to solve problems such as the difficulty in maintaining the traditional large-span bottom-shaft-driven flap gate and its hoisting equipment, and the poor silt flushing effect.
[0004] To achieve the above technical purpose, the present application adopts the following technical solutions:
[0005] The double-horizontal reverse-buckled bottom-shaft-driven flap gate includes: a civil engineering foundation, which includes a bottom slab and side piers on both sides; fixed grooves and maintenance grooves are provided on the side piers on both sides; the gate includes: a gate main body; strong side beams on both sides, which are respectively fixed in the fixed grooves; a bottom shaft, which is welded to the bottom of the strong side beams; top cantilever wheels, which are respectively fixed to the outer upper ends of each strong side beam; bottom cantilever wheels, which are respectively fixed to both ends of the bottom shaft, and the bottom cantilever wheels are restricted in the fixed grooves; two sets of working opening and closing devices, which are respectively connected to the top cantilever wheels and drive the gate main body to move with the bottom shaft as a fulcrum; two sets of lifting opening and closing devices, which are respectively connected to the bottom cantilever wheels and drive the bottom shaft of the device to move upward; the working opening and closing device includes: a working base, which is fixed to the top of one side pier; a working hydraulic cylinder, which is fixed to the working base, and the lifting point of the working hydraulic cylinder is connected to one of the top cantilever wheels; the working hydraulic cylinder drives the gate main body to make a flipping motion with the bottom shaft as a fulcrum under the support of a power source; the lifting opening and closing device includes: a lifting base, which is fixed to the top of the side pier; a lifting hydraulic cylinder, which is fixed to the lifting base, and the lifting point of the lifting hydraulic cylinder is connected to one of the bottom cantilever wheels; the lifting hydraulic cylinder drives the gate main body to move up and down along the fixed groove under the support of a power source.
[0006] Preferably, a row of U-shaped support hinges are provided on the bottom plate, which are used to support and limit the bottom shaft.
[0007] Preferably, the bottom shaft is wrapped with a stainless steel protective layer corresponding to each of the U-shaped support hinge seats.
[0008] Preferably, a row of sill supporting piers is provided on the bottom plate.
[0009] Preferably, it further comprises a reverse locking device, wherein the reverse locking device is used to lock the top cantilever wheel when the door body is in an upright state.
[0010] Preferably, the reverse locking device includes: a reverse opening and closing base, which is arranged on the top of the side pier; a reverse hydraulic cylinder, one end of which is fixed to the reverse opening and closing base; a locker base, which is fixed to the top of the side pier; a hook-shaped locker, the end of which is fixed to the locker base, and the front end of the hook-shaped locker has a hook body, the top of the hook-shaped locker has a lifting ear, and the lifting ear is connected to the lifting point of the reverse hydraulic cylinder; the hook-shaped locker rotates with the locker base as a fulcrum under the drive of the reverse hydraulic cylinder.
[0011] Preferably, the top of the side pier is arranged in a stepped manner, and the reverse-locking opening and closing base and the locking device base are respectively arranged on the step surface of the side pier at a lower position.
[0012] Preferably, it also includes a maintenance locking device, which is arranged in the maintenance groove of the side pier, and the maintenance locking device includes: an maintenance base, which is fixed in the maintenance groove; a fixed hydraulic cylinder, which is fixed on the maintenance base; an maintenance pin shaft, which is connected to the hanging point of the fixed hydraulic cylinder, and the maintenance pin shaft is horizontally extended and retracted as the fixed hydraulic cylinder is extended and retracted.
[0013] Preferably, the door body includes a panel, a horizontal secondary beam of a channel steel welded on the back of the panel, a vertical main beam of a variable-section T-shaped steel, and a bottom transverse main beam of the T-shaped steel; a water-stop device fixed to the front surface of the door body; a water breaker provided at the top of the door body; and a rubber flexible connection connected between the door body and the strong side beam.
[0014] Preferably, the water-stop device includes: a water-stop seat fixed to the front surface of the panel of the door body; support strips arranged on the water-stop seat, with clamping holes provided between each of the support strips; an O-type water-stop rubber strip passed through the clamping holes, and the O-type water-stop rubber strip transmits the pressure to the support strip after being subjected to water pressure.
[0015] Due to the above technical solution, the double-horizontal reverse-buckling bottom-shaft-driven flap gate of the present application uses a working opening and closing device and a lifting opening and closing device to control the gate. The working opening and closing device and the lifting opening and closing device are arranged on the top of the pier of the civil engineering structure, and are arranged outdoors, making maintenance easy. The gate can lie flat above the river under the combined action of the working opening and closing device and the lifting opening and closing device, making the maintenance of the gate body more convenient. The gate of the present invention can be lifted with a small opening under the combined action of the working opening and closing device and the lifting opening and closing device, and the silt is flushed by the flow under the gate bottom, and its effect is better than that of the high-pressure silt flushing pump equipped with the traditional bottom-shaft-driven flap gate. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 FIG. is an axial view of the gate structure of an embodiment of the double-horizontal reverse-buckling bottom-shaft-driven flap gate of the present invention.
[0017] Figure 2 FIG. Figure 1 is a side view of
[0018] Figure 3 FIG. Figure 2 is a detailed drawing of
[0019] Figure 4 FIG. is an axial layout view of an embodiment of the double-horizontal reverse-buckling bottom-shaft-driven flap gate of the present invention.
[0020] Figure 5 FIG. Figure 4 is a cross-sectional view at the central axis of
[0021] Figure 6 FIG. is an axial view of the civil engineering foundation of an embodiment of the double-horizontal reverse-buckling bottom-shaft-driven flap gate of the present invention.
[0022] Figure 7A and Figure 7B FIG. are cross-sectional views of the fully open and fully closed states of the double-horizontal reverse-buckling bottom-shaft-driven flap gate of the present invention.
[0023] Figure 8A FIG. is a cross-sectional view of the double-horizontal reverse-buckling bottom-shaft-driven flap gate of the present invention in the maintenance state;
[0024] Figure 8B FIG. is a cross-sectional view of the double-horizontal reverse-buckling bottom-shaft-driven flap gate of the present invention in the silt flushing state. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0025] The following is a further specific description of the technical solution of the present invention through embodiments and in combination with the drawings.
[0026] The double-horizontal reverse-buckling bottom-shaft-driven flap seat gate of the present invention includes a gate 1, a reverse-buckling locking device 2, a working opening and closing device 3, a lifting opening and closing device 4, a maintenance locking device 5, a civil engineering foundation 6, etc.
[0027] AsFigure 6 As shown in the figure, the civil engineering foundation 6 is composed of side piers 61 on both sides and a bottom plate 62, and is used to support and position equipment. Fixed grooves and maintenance grooves are provided on the side piers 61 on both sides. A number of U-shaped hinge seats 63 are arranged on the bottom plate 62 of the civil engineering foundation 6 for socketing the bottom shaft of the gate 1, facilitating the fixation and rotation of the gate. A number of support piers 64 are arranged on the bottom plate 62 of the civil engineering foundation 6 for padding the gate in the horizontal position to avoid the influence of slight siltation on the opening of the gate. The top of the side pier 61 is stepped.
[0028] Combined with Figures 1 to 3 As shown in the figure, the gate 1 is composed of a gate body 15, strong side beams 11, top cantilever wheels 12, bottom cantilever wheels 13, rubber flexible connections 14, water breakers 16, a bottom shaft 17, and a water stop device 18.
[0029] The gate body 15 is composed of channel steel as the horizontal secondary beam 153, variable cross-section welded T-shaped steel as the vertical main beam 152, and welded T-shaped steel as the bottom transverse main beam 151. All the above components are welded to the back of the panel 154. A water breaker 16 is provided at the top of the gate body 15, which is used to break the water surface balance of the internal and external air pressures when water passes over the top of the gate. Strong side beams 11 are provided on both sides of the gate body 15. The whole is a welded H-shaped steel with a hollowed-out and perforated back side, which is convenient for anti-corrosion work and the installation of the top cantilever wheels 12. A rubber flexible connection 14 is used between the strong side beams 11 and the gate body 15 to form a complete water sealing surface as a whole. The strong side beams 11 and the gate body 15 are both welded to the bottom shaft 17. The contact position between the bottom shaft 17 and the U-shaped hinge seat 63 is wrapped with a stainless steel protective layer, which plays the role of reducing the friction coefficient and extending the service life. See Figure 1 and Figure 2 As shown in the figure, bottom cantilever wheels 13 are installed at both ends of the bottom shaft 17, and after installation, they are always located at the fixed groove position inside the civil engineering foundation 6, playing the role of limiting the movement of the gate. A water stop device 18 is arranged on the front surface of the panel 154 of the gate. As Figure 3 shown in the figure, it is composed of a water stop seat 181, a support strip 182, and an O-shaped water stop rubber strip 183 as a whole. The water stop device 18 can ensure that after the O-shaped water stop rubber strip 183 is pre-pressed in place, the support strip bears the force, ensuring the water stop effect while using hard contact force transmission to extend its service life. At the same time, the socketed arrangement is more convenient for the replacement of the O-shaped water stop rubber strip 183 in the later stage.
[0030] Combined with Figures 4 to 5As shown in the figure, the working opening and closing device 3 is composed of a working hydraulic cylinder 31 and a working base 32. The working base 32 is installed at the top of the side pier of the civil engineering foundation 6. The working hydraulic cylinder 31 is a swing cylinder, connected to a hydraulic power source. The suspension point of the working hydraulic cylinder 31 is connected to the top cantilever wheel 12 of the gate, and can drive the gate 1 to make a sector motion around its bottom shaft 17. The lifting opening and closing device 4 is composed of a lifting hydraulic cylinder 41 and a lifting base 42. The lifting base 42 is installed at the top of the side pier of the civil engineering foundation 6, and is arranged in a staggered manner with the working base 32. The lifting hydraulic cylinder 41 is a fixed cylinder, connected to a hydraulic power source. The suspension point of the lifting hydraulic cylinder 41 is connected to the bottom cantilever wheel 13 of the gate, and can drive the bottom shaft to make a vertical lifting motion.
[0031] The reverse buckle locking device 2 is composed of a reverse buckle hydraulic cylinder 21, a reverse buckle opening and closing base 22, a hook-shaped lock 23, and a lock base 24. The reverse buckle opening and closing base 22 and the lock base 24 are installed at the top step of the civil engineering foundation 6. The reverse buckle hydraulic cylinder 21 is a swing cylinder, and its tail rotates around the reverse buckle opening and closing base 22, connected to a hydraulic power source. The suspension point of the reverse buckle hydraulic cylinder 21 is connected to the back ear of the hook-shaped lock 23, and drives the hook-shaped lock 23 to make a sector motion around the lock base 24 for locking the gate 1 in the upright state.
[0032] The maintenance locking device 5 is composed of a fixed hydraulic cylinder 52, a maintenance pin 51, and a maintenance base 53. The maintenance base 53 is installed at the maintenance slot of the civil engineering foundation 6. The fixed hydraulic cylinder 52 is connected to a hydraulic power source. The suspension point of the fixed hydraulic cylinder 52 is connected to the maintenance pin 51. During operation, the fixed hydraulic cylinder 52 drives the maintenance pin 51 to make a horizontal motion for locking the gate 1 in the maintenance state.
[0033] Combined with Figures 7 - 8, the working principle of the gate is explained as follows:
[0034] The gate is usually in the fully open state. At this time, the gate 1 lies flat at the bottom of the civil engineering foundation 6. The bottom shaft 17 of the gate 1 is stuck in the U-shaped hinge seat 63, and the top of the gate body 15 is supported at the bottom sill support pier 64. All opening and closing equipment is in the pressure-relieved and non-operating state.
[0035] Process of the gate from fully open to fully closed state: The working opening and closing device 3 is powered on and operates. The working hydraulic cylinder 31 contracts, driving the gate 1 to rotate around the bottom shaft 17. The bottom shaft 17 is restricted by the U-shaped hinge seat 63 and remains in a fixed position. When the gate 1 rotates to the upright position, the reverse buckle locking device 2 is powered on and operates. The reverse buckle hydraulic cylinder 21 drives the hook-shaped lock 23 to rotate to lock the gate.
[0036] Process from fully open gate state to scouring and silting state: The working hoisting device 3 is powered on to work, driving the gate 1 to rotate counterclockwise slightly and then maintaining pressure, unloading the hook-shaped locking device 23, starting the reverse locking device 2 to unlock the hook-shaped locking device 23. At this time, the lifting hoisting device is started to drive the bottom shaft to rise slightly and then maintain pressure, and scouring and silting are completed by the flow through the bottom of the gate.
[0037] Process from fully open gate state to maintenance state: The working hoisting device 3 is powered on to work, driving the gate 1 to rotate counterclockwise slightly and then maintaining pressure, unloading the hook-shaped locking device 23, starting the reverse locking device 2 to unlock the hook-shaped locking device 23. The working hoisting device 3 is powered on to work, driving the gate 1 to rotate clockwise around the bottom shaft 17 until the top cantilever wheel 12 reaches point A. The working hoisting device 3 maintains pressure. The lifting hoisting device 4 is powered on to work, driving the bottom shaft 17 to lift vertically. The gate 1 rotates slightly counterclockwise during the lifting process until the top cantilever wheel 12 reaches point B. The lifting hoisting device 4 maintains pressure. The working hoisting device 3 slowly releases pressure to drive the gate body to rotate clockwise until the top cantilever wheel 12 reaches the maintenance platform point C. At this time, the maintenance locking device 5 is powered on to work, and the maintenance pin 51 moves horizontally to the lower part of the wheel shaft of the bottom cantilever wheel 13 to lock the gate.
[0038] During all the above movement processes, the bottom cantilever wheel 13 is located in the gate slot of the civil engineering foundation 6, providing a limiting condition for the gate 1.
[0039] The reasonable layout of the present invention can make the large-span gate more reasonably stressed and more material-saving. At the same time, the strong side beam is separated from the gate body, removing the hard constraints on both sides of the gate body, making the deformation of the gate body under the action of water pressure more reasonable. In the present invention, the working hoisting device and the lifting hoisting equipment are both arranged on the top of the pier of the civil engineering structure, which is an open-air layout and there is no difficulty in maintenance. The gate can lie flat above the river under the combined action of the working hoisting device and the lifting hoisting device, making the maintenance of the gate body more convenient. The gate of the present invention can be lifted with a small opening under the combined action of the working hoisting device and the lifting hoisting device, and scouring and silting are carried out by the flow through the bottom of the gate, and its effect is better than that of the high-pressure scouring pump equipped with the traditional bottom shaft-driven flap gate.
[0040] The embodiments described above are only used to illustrate the present invention and not to limit the scope of the present invention. Equivalent changes and modifications made by those skilled in the art to the present invention shall all fall within the scope covered by the appended claims of the present invention.
Claims
1. Double horizontal reverse buckle bottom shaft driven flap gate, characterized in that: Comprising: A civil engineering foundation, which includes a bottom plate and side piers on both sides; fixed grooves and maintenance grooves are provided on the side piers on both sides; A gate, which includes: A gate body; Strong side beams on both sides, which are softly connected to the gate body; A bottom shaft, which is welded to the bottom of the strong side beam; Top cantilever wheels, which are respectively fixed to the outer upper ends of each strong side beam; Bottom cantilever wheels, which are respectively fixed to both ends of the bottom shaft, the bottom cantilever wheels are restricted in the fixed grooves, and the centers of the bottom cantilever wheels and the top cantilever wheels are not on the same straight line; Two sets of working opening and closing devices, which are respectively connected to the top cantilever wheels and drive the gate body to move with the bottom shaft as a fulcrum; Two sets of lifting opening and closing devices, which are respectively connected to the bottom cantilever wheels and drive the bottom shaft to move upward; The working opening and closing device includes: A working base, which is fixed to the top of one side pier; A working hydraulic cylinder, which is fixed to the working base, and the hanging point of the working hydraulic cylinder is connected to one of the top cantilever wheels; the working hydraulic cylinder drives the gate body to make a flipping motion with the bottom shaft as a fulcrum under the support of a power source; The lifting opening and closing device includes: A lifting base, which is fixed to the top of the side pier; A lifting hydraulic cylinder, which is fixed to the lifting base, and the hanging point of the lifting hydraulic cylinder is connected to one of the bottom cantilever wheels; the lifting hydraulic cylinder drives the gate body to move up and down along the fixed groove under the support of a power source.
2. The double-horizontal-lying bottom shaft-driven flap gate according to claim 1, characterized in that, A row of U-shaped hinge seats is provided on the bottom plate, which is used to support and restrict the bottom shaft, and at the same time, a row of bottom sill support piers is provided, which is used to support the gate lying flat on the bottom plate.
3. The double-horizontal-reverse-bottom-shaft-driven flap gate according to claim 1, characterized in that, It further includes an anti-clamping locking device, which is used to lock the gate body in the upright state.
4. The double-horizontal-lying and bottom-reverse-buckling shaft-driven flap gate according to claim 3, characterized in that, The anti-clamping locking device includes: An anti-clamping opening and closing base, which is arranged on the top of the side pier; An anti-clamping hydraulic cylinder, one end of which is fixed to the anti-clamping opening and closing base; A locking device base, which is fixed to the top of the side pier; A hook-shaped locking device, the end of which is fixed to the locking device base, and the front end of the hook-shaped locking device has a hook body, and the top of the hook-shaped locking device has a lifting lug, and the lifting lug is connected to the hanging point of the anti-clamping hydraulic cylinder; the hook-shaped locking device rotates with the locking device base as a fulcrum under the drive of the anti-clamping hydraulic cylinder.
5. The double-horizontal-lying bottom shaft-driven flap gate according to claim 4, characterized in that, The top of the side pier is set as a stepped shape, and the anti-clamping opening and closing base and the locking device base are respectively arranged on the stepped surfaces at the lower positions of the side pier.
6. The double-horizontal-reverse-bottom-shaft-driven flap gate according to claim 1, wherein, It further includes a maintenance locking device, which is arranged in the maintenance groove of the side pier, and the maintenance locking device includes: A maintenance base, which is fixed in the maintenance groove; A fixed hydraulic cylinder, which is fixed to the maintenance base; A maintenance pin shaft, which is connected to the hanging point of the fixed hydraulic cylinder, and the maintenance pin shaft horizontally expands and contracts as the fixed hydraulic cylinder expands and contracts.
7. The double-horizontal anti-clamping bottom-shaft-driven flap gate according to claim 1, characterized in that The gate body includes a panel, horizontal secondary beams of channel steel are welded to the back of the panel, vertical main beams of variable-section T-shaped steel, and bottom transverse main beams of T-shaped steel; A water stop device, which is fixed to the front surface of the gate body; A water breaker, which is arranged at the top of the door body; A rubber flexible connection is connected between the door body and the strong edge beam.
8. The double-horizontal-reverse-bottom-shaft-driven flap gate according to claim 7, characterized in that, The water stopping device comprises: A water stop seat fixed to the front surface of the panel of the door body; Support bars are arranged on the water stop seat, and clamping holes are provided between each of the support bars; The O-type water-stop rubber strip is inserted into the clamping through hole, and the O-type water-stop rubber strip transmits the pressure to the support strip after being subjected to water pressure.
Citation Information
Patent Citations
Lifting type bottom shaft flap gate
CN106759150A
Vertical upturning type gate
CN206512688U
Double-horizontal reversely-buckled bottom shaft driven flap gate
CN216130075U