Water conservancy project flow control gate with desilting function

Abstract

The invention belongs to the technical field of hydraulic engineering, and particularly relates to a hydraulic engineering flow control gate with a desilting function, which comprises a barrier gate mechanism, a water level self-sensing mechanism and a desilting mechanism, the barrier gate mechanism comprises a dam body and a gate body for controlling water flow in the dam body; the dam body comprises a dam stem with a gate groove in the side wall and channels located on the two sides of the dam stem. The water level self-sensing mechanism senses the water level in the dam body in real time, and when the water level in the dam body reaches a certain height, the water level self-sensing mechanism automatically drives the gate body to be opened; when the water level sensing mechanism works to drive the gate body to be opened, the dredging mechanism is automatically driven to work to clean impurities such as sludge in the dam body underground tunnel, the flow control gate for the water conservancy project replaces a working mode of a traditional flow control gate for the water conservancy project, and the flow control gate for the water conservancy project has the advantages of being simple in structure and convenient to use. And the problems that the working is not stable enough and the maintenance cost is high are avoided.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of water conservancy engineering, in particular to a water conservancy engineering flow control gate with dredging function. BACKGROUND

[0002] In the field of water conservancy engineering, the flow control gate is a key device for regulating water flow, flood control and drainage, and water resource allocation. Its performance directly affects the operation efficiency and safety of the water conservancy system. At present, the mainstream water conservancy gate on the market adopts an electric or hydraulic driving mode. The electrically driven gate relies on the power system for opening and closing operation. In remote areas or in the event of power failure, the gate may not operate normally, which seriously affects the emergency response capability of the water conservancy project. The hydraulic drive gate has a large driving force, but the hydraulic system has the risk of oil leakage, which not only causes environmental pollution, but also requires frequent maintenance, resulting in a substantial increase in operating costs.

[0003] To realize the monitoring and control of water level and water flow state, the existing gate system generally uses sensor technology. For example, the water level sensor monitors the change of water level, and then transmits the signal to the control system to control the opening and closing of the gate. However, the sensor is easily affected by factors such as water flow impact, silt erosion, and water corrosion in complex water conservancy environment, resulting in problems such as decreased sensitivity, data deviation, and even failure, which reduces the stability and reliability of the system. In addition, the sensor and its supporting electronic control equipment are costly, further increasing the construction and maintenance cost of the water conservancy project. Therefore, the existing water conservancy gate relies on electricity, hydraulic pressure and sensors in terms of working principle, which has obvious deficiencies in reliability, maintainability and economy. There is an urgent need for a water conservancy gate that breaks through the traditional technical path and adopts a new working principle to meet the efficient, stable and low-cost operation requirements of water conservancy projects. SUMMARY

[0004] This section is intended to summarize some aspects of the embodiments of the present application and briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section and the abstract and title of the specification to avoid obscuring the purpose of this section, the abstract and the title, and such simplifications or omissions cannot be used to limit the scope of the present application.

[0005] Therefore, the purpose of the present application is to provide a water conservancy engineering flow control gate with dredging function, which replaces the working mode of the traditional water conservancy engineering flow control gate and avoids the problems of instability and high maintenance cost during operation.

[0006] To solve the above technical problems, according to one aspect of the present application, the present application provides the following technical scheme: A water conservancy engineering flow control gate with dredging function comprises: The gate mechanism comprises a dam body and a gate body for controlling the flow of water in the dam body, the dam body comprises a dam stem with a side wall having a gate slot and a tunnel located on both sides of the dam stem; The water level self-sensing mechanism is located in the dam body and senses the water level in the dam body in real time, wherein when the water level in the dam body reaches a certain height, the water level self-sensing mechanism automatically drives the gate body to open; The dredging mechanism is located in the tunnel in the dam body, wherein when the water level sensing mechanism works to drive the gate body to open, the dredging mechanism is automatically driven to work to clean the silt and other impurities in the tunnel of the dam body.

[0007] As a preferred scheme of the water conservancy flow control gate with dredging function, the gate body is stacked and distributed in the gate slot, and the upper and lower ends of the gate body have pulleys.

[0008] As a preferred scheme of the water conservancy flow control gate with dredging function, the inner walls of the tunnels have mounting grooves on both sides; The water level self-sensing mechanism comprises a water level sensing assembly located in the mounting groove and sensing the water level in the tunnel in real time, and a first transmission assembly having one end in transmission connection with the water level sensing mechanism and the other end in transmission connection with the gate body.

[0009] As a preferred scheme of the water conservancy flow control gate with dredging function, the water level sensing assembly comprises a water storage cylinder located in the mounting groove and having a water inlet groove on the outer bottom, and a buoyancy cylinder located in the water storage cylinder; The inner wall of the water storage cylinder is located above the water inlet groove and has a limiting ring.

[0010] As a preferred scheme of the water conservancy flow control gate with dredging function, the first transmission assembly comprises a force increasing drive assembly having one end in transmission connection with the buoyancy cylinder, and a linkage assembly having one end in transmission connection with the force increasing drive assembly and the other end in transmission connection with the gate body.

[0011] As a preferred scheme of the water conservancy flow control gate with dredging function, the top of the buoyancy cylinder has a limiting sliding groove; Both sides of the tunnel have first through grooves in communication with the mounting grooves; The force increasing drive assembly comprises a mounting frame provided on the side wall of the duct and having a rotating rod at the top, a hinged seat provided in the limiting sliding groove, and a connecting plate hingedly connected to the hinged seat at one end and sleeved on the rotating rod.

[0012] As a preferred scheme of the water conservancy project flow control gate with dredging function, the connecting plate has an arc-shaped sawtooth block at one end close to the rotating rod. The side wall of the dam stem has a second through groove in communication with the gate slot. The side wall of the gate body extends out of the second through groove and has a first sawtooth plate. The linkage assembly comprises a rotating disc provided on the side wall of the mounting frame, a differential gear provided on the side wall of the rotating disc, and a first gear wheel engaged with the first sawtooth plate at the other end of the differential gear, and the side wall of the rotating disc has an arc-shaped sawtooth plate engaged with the arc-shaped sawtooth block.

[0013] As a preferred scheme of the water conservancy project flow control gate with dredging function, the dredging mechanism comprises a bearing frame provided at the bottom of the inner wall of the duct and at the water side, a dredging assembly mounted on the bearing frame, and a second transmission assembly hingedly connected to the dredging assembly at one end and hingedly connected to the gate body at the other end.

[0014] As a preferred scheme of the water conservancy project flow control gate with dredging function, the dredging assembly comprises a reciprocating screw rod provided on the inner wall of the bearing frame, a limiting sliding rod provided on the inner wall of the bearing frame, and a dredging plate sleeved on the limiting sliding rod at one end and threaded on the reciprocating screw rod at the other end, and the bottom of the dredging plate is provided with inclined surfaces on both sides. The top of the mounting frame has a bearing groove, the side wall of the gate body has a second sawtooth plate below, the second transmission assembly is a track wheel provided in the bearing groove and having a surface sawtooth engaged with the second sawtooth plate, and the drive roller of the track wheel is connected to the reciprocating screw rod through a rotating shaft.

[0015] As a preferred scheme of the water conservancy project flow control gate with dredging function, the dredging mechanism further comprises an anti-jamming assembly, the top of the mounting frame is provided with a hidden groove at the middle position, and the anti-jamming assembly comprises a striking rod mounted in the hidden groove through a rotating shaft and second gear wheels provided at both ends of the rotating shaft. The side wall of the dredging plate has a third sawtooth plate corresponding to the second gear wheel.

[0016] Compared with the prior art, the water conservancy flow control gate has the beneficial effects that when the water level in the waterway rises and needs to be drained, the water level self-sensing mechanism senses it, and automatically drives the gate body to open, thereby facilitating the waterway mechanism to timely drain water, and in the process of opening and moving of the gate body, the dredging mechanism is synchronously driven to work to clean the silt and impurities in the waterway, thereby avoiding the influence of the silt and impurities on the drainage, replacing the working mode of the traditional water conservancy flow control gate, and avoiding the problems of instability and high maintenance cost. BRIEF DESCRIPTION OF DRAWINGS

[0017] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the present application will be described in detail below in combination with the drawings and detailed embodiments. Obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained by those skilled in the art without creative labor. Among them: Figure 1 It is a structure schematic view of the gate body of the water conservancy flow control gate with the dredging function of the present application when the gate body is not opened; Figure 2 It is a structure schematic view of the gate body of the water conservancy flow control gate with the dredging function of the present application when the gate body is opened; Figure 3 It is a structure exploded view of the water conservancy flow control gate with the dredging function of the present application; Figure 4 It is a structure schematic view of the dam body of the water conservancy flow control gate with the dredging function of the present application; Figure 5 It is a structure schematic view of the gate body of the water conservancy flow control gate with the dredging function of the present application; Figure 6 It is a structure exploded view of the water level self-sensing mechanism of the water conservancy flow control gate with the dredging function of the present application; Figure 7 It is a structure exploded view of the dredging mechanism of the water conservancy flow control gate with the dredging function of the present application.

[0018] In the figure: 100, barrier mechanism; 110, dam body; 110a, dam stem; 110a-1, gate slot; 110a-2, second through slot; 110b, channel; 110b-1, mounting groove; 110b-2, first through slot; 120, gate body; 120a, pulley; 120b, first sawtooth plate; 120c, second sawtooth plate; 200, water level self-sensing mechanism; 210, water level sensing assembly; 210a, water storage cylinder; 210a-1, water inlet groove; 210b, buoyancy cylinder; 210b-1, limiting sliding groove; 220, first transmission assembly; 220a, force amplification driving assembly; 220a-1, mounting frame; 220a-11, rotating rod; 220a-2, hinged seat; 220a-3, connecting plate; 220b, linkage assembly; 220b-1, rotating disc; 220b-11, arc sawtooth plate; 220b-2, differential mechanism; 220b-3, first gear; 300, dredging mechanism; 310, bearing frame; 310a, bearing groove; 310b, hidden groove; 320, dredging assembly; 320a, reciprocating lead screw; 320b, limiting sliding rod; 320c, dredging plate; 320c-1, third sawtooth plate; 330, second transmission assembly; 340, anti-jamming assembly; 340a, knocking rod; 340b, second gear. DETAILED DESCRIPTION

[0019] In order to make the above objectives, characteristics and advantages of the present application more apparent, the specific embodiments of the present application will be described in detail below with reference to the accompanying drawings.

[0020] Secondly, the present application is described in detail in combination with the schematic diagram. In the detailed description of the embodiments of the present application, the sectional view of the device structure will be partially enlarged without the general proportion for the convenience of description, and the schematic diagram is only an example which should not limit the scope of protection of the present application. In addition, the three-dimensional spatial dimensions of length, width and depth should be included in the actual manufacture.

[0021] In order to make the objectives, technical solutions and advantages of the present application more apparent, the embodiments of the present application will be described in further detail below with reference to the accompanying drawings.

[0022] The present application provides a water conservancy project flow control gate with dredging function, which replaces the working mode of the traditional water conservancy project flow control gate, avoids the problems of instability during work and high maintenance cost.

[0023] Figures 1-7 The structure of the water conservancy project flow control gate with dredging function is shown. Please refer to Figures 1-7 The water conservancy project flow control gate is described in detail.

[0024] Example 1 Reference Figures 1-7The application discloses a water conservancy project flow control gate with a dredging function.

[0025] Reference Figures 1-4 The barrier mechanism 100 is used for intercepting water in the reservoir, and the barrier mechanism 100 comprises a dam body 110 and a gate body 120 for controlling the flow of water in the dam body 110; the dam body 110 comprises a dam stem 110a with a gate groove 110a-1 in the side wall and a channel 110b on both sides of the dam stem 110a; the dam stem 110a is used for facilitating the walking of people; the channel 110b is used for facilitating the introduction of water in the reservoir to the gate body 120; the gate body 120 is used for intercepting water in the dam body 110 and facilitating the discharge of water in the dam body 110 after being opened. Reference Figures 1-6 The water level self-sensing mechanism 200 is used for automatically and timely sensing the water level in the dam body 110; the water level self-sensing mechanism 200 is located in the dam body 110 and timely senses the water level in the dam body 110; when the water level in the dam body 110 reaches a certain height, the water level self-sensing mechanism 200 automatically drives the gate body 120 to open; thus, when the water level self-sensing mechanism 200 senses that the water level in the dam body 110 reaches a certain depth and needs to be timely discharged, the gate body 120 is automatically driven to open, thereby timely discharging water in the dam body 110. Reference Figures 1-7 The dredging mechanism 300 is used for cleaning the silt and impurities deposited in the channel 110b in cooperation with water flow when the gate body 120 is opened; the dredging mechanism 300 is located in the tunnel in the dam body 110; when the water level self-sensing mechanism 200 works and drives the gate body 120 to open, the dredging mechanism 300 is automatically driven to work and clean the silt and impurities in the tunnel of the dam body 110; thus, when the gate body 120 is opened, water flow passes through the gate body 120, and at the same time, the dredging mechanism 300 works to clean the silt and impurities deposited in the channel 110b in cooperation with water flow, thereby avoiding the influence of the deposited silt and impurities on normal drainage.

[0026] In the embodiment, the specific use process is as follows: the water level self-sensing mechanism 200 senses the water level in the channel 110b; when the water level self-sensing mechanism 200 senses that the water level in the channel 110b reaches a certain depth and needs to be discharged, the water level self-sensing mechanism 200 automatically drives the gate body 120 to open, thereby facilitating the timely discharge of water in the channel 110b; at the same time, the dredging mechanism 300 is automatically driven to work in the process of opening of the gate body 120, and the silt and impurities deposited in the channel 110b are cleaned in cooperation with the flowing water flow, thereby avoiding the influence of the silt and impurities on normal drainage, and thereby completing the self-adaptive control of the water depth.

[0027] Embodiment 2 Based on Embodiment 1, referring to Figures 1-4 The gate bodies 120 are stacked in the gate slot 110a-1, and the upper and lower ends of the gate bodies 120 are provided with pulleys 120a, so that when the two gate bodies 120 are moved away from each other, the accumulated water in the reservoir can be discharged through the channel 110b, and the pulleys 120a at the upper and lower ends of the gate bodies 120 can reduce the friction between the gate bodies 120 and the inner wall of the gate slot 110a-1, so that the gate bodies 120 can be opened or closed more flexibly and labor-savingly.

[0028] In this embodiment, referring to Figures 1-6 The inner wall of the channel 110b is provided with a mounting groove 110b-1 on both sides, which is used to facilitate the installation of the water storage cylinder 210a and to hide the water storage cylinder 210a, so as to avoid occupying the area in the channel 110b and affecting the drainage; Referring to Figures 1-6 The water level sensing mechanism 200 includes a water level sensing assembly 210 located in the mounting groove 110b-1 and used to sense the water level in the channel 110b in real time, and a first transmission assembly 220 having one end connected with the water level sensing mechanism and the other end connected with the gate body 120, the water level sensing assembly 210 is used to sense the water level in the channel 110b in real time, and the first transmission assembly 220 is used to automatically drive the two gate bodies 120 to move away from each other when the water level sensing assembly 210 senses that the water level in the channel 110b reaches a certain depth.

[0029] In this embodiment, referring to Figures 1-6 The water level sensing assembly 210 includes a water storage cylinder 210a located in the mounting groove 110b-1 and having a water inlet groove 210a-1 at the outer bottom, and a buoyancy cylinder 210b located in the water storage cylinder 210a, the water storage cylinder 210a is used to facilitate the installation of the buoyancy cylinder 210b, the water inlet groove 210a-1 is used to facilitate the water in the channel 110b to enter the water storage cylinder 210a, so that the water level in the water storage cylinder 210a is consistent with the water level in the external channel 110b under the principle of communicating vessels, and the buoyancy cylinder 210b is used to move up and down synchronously under the action of its own buoyancy when the water level in the water storage cylinder 210a moves up and down, so as to drive the second transmission assembly 330 to work; The inner wall of the water storage cylinder 210a is located above the water inlet groove 210a-1 and is provided with a limiting ring (not shown in the figure), which is used to limit the buoyancy cylinder 210b, so as to avoid the buoyancy cylinder 210b rising too early when the water level in the channel 110b and the water storage cylinder 210a does not reach the drainage depth, and the height of the limiting ring is adjustable in the water storage cylinder 210a, so as to facilitate the staff to adjust the drainage depth warning line in the channel 110b.

[0030] In the embodiment, referring to Figures 1-6 , the first transmission assembly 220 comprises a force amplification driving assembly 220a at one end of which the transmission connection with the buoy 210b and a linkage assembly 220b at one end of which the transmission connection with the force amplification driving assembly 220a and at the other end of which the transmission connection with the gate body 120, the force amplification driving assembly 220a is used to drive the linkage assembly 220b to work when the buoy 210b rises, and the linkage assembly 220b is used to drive the two gate bodies 120 to approach or move away from each other when working.

[0031] In the embodiment, referring to Figures 1-6 , the top of the buoy 210b is provided with a limiting sliding groove 210b-1 for facilitating the sliding installation of the hinged seat 220a-2; Referring to Figures 1-6 , the two sides of the chimney 110b are provided with first through grooves 110b-2 in communication with the installation grooves 110b-1 for facilitating the connection of the two ends of the connecting plate 220a-3 with the rotating rod 220a-11 and the hinged seat 220a-2, respectively; Referring to Figures 1-6 , the force amplification driving assembly 220a comprises a mounting bracket 220a-1 located at the side wall of the chimney 110b and having a rotating rod 220a-11 at the top, a hinged seat 220a-2 located in the limiting sliding groove 210b-1, and a connecting plate 220a-3 sleeved at one end on the rotating rod 220a-11 and hinged at the other end with the hinged seat 220a-2, the mounting bracket 220a-1 is used to facilitate the connection of the connecting plate 220a-3 and the linkage assembly 220b, the rotating rod 220a-11 is used to facilitate the connection of one end of the connecting plate 220a-3, the connecting seat is used to drive the linkage assembly 220b to work when the connecting plate 220a-3 is flipped with the rotating rod 220a-11 as the axis, the connecting plate 220a-3 passes through the first through groove 110b-2, and the axis position of the connecting plate 220a-3 connected with the rotating rod 220a-11 is located at the end of the connecting plate 220a-3 away from the hinged seat 220a-2, so that the connecting plate 220a-3 becomes a lever with the rotating rod 220a-11 as the axis, and thus when the buoy 210b rises to drive the hinged seat 220a-2 to rise and the connecting plate 220a-3 is flipped, the force output by the connecting plate 220a-3 is increased, thereby avoiding the indirect driving of the movement of the gate body 120 due to the insufficient buoyancy of the buoy 210b.

[0032] In the embodiment, referring to Figures 1-6 , the end of the connecting plate 220a-3 close to the rotating rod 220a-11 is provided with an arc sawtooth block, which is used to drive the rotating disc 220b-1 to rotate when the connecting plate 220a-3 is flipped through the cooperation of the arc sawtooth block and the arc sawtooth plate 220b-11; Referring to Figures 1-6The sidewall of the dam 110a has a second through slot 110a-2 communicating with the gate slot 110a-1, for facilitating the first sawtooth to extend out to engage with the first gear 220b-3; Referring to Figures 1-6 The sidewall of the dam body 120 extending out of the second through slot 110a-2 has the first sawtooth plate 120b, for driving the first sawtooth plate 120b and the dam body 120 to move in the gate slot 110a-1 when the first gear 220b-3 rotates; Referring to Figures 1-6 The linkage assembly 220b includes a rotating disc 220b-1 on the sidewall of the mounting frame 220a-1, a differential gear 220b-2 on the sidewall of the rotating disc 220b-1, and a first gear 220b-3 on the other end of the differential gear 220b-2 and engaging with the first sawtooth plate 120b, the rotating disc 220b-1 is used to rotate to drive the differential gear 220b-2 to rotate, the differential gear 220b-2 is used to rotate to drive the first gear 220b-3 to accelerate rotation, the first gear 220b-3 is used to rotate to drive the dam body 120 to move under the cooperation of the first sawtooth plate 120b, the sidewall of the rotating disc 220b-1 has an arc sawtooth plate 220b-11 engaging with the arc sawtooth block, since the arc sawtooth block, the arc sawtooth plate 220b-11 and the axis of the rotating disc 220b-1 are on the same axis, when the connecting plate 220a-3 is flipped with the rotating rod 220a-11 as the axis, the rotating disc 220b-1 is driven to rotate under the flipping of the arc sawtooth block.

[0033] In the embodiment, the specific working process is as follows: when the water level in the duct 110b increases, the water in the duct 110b enters the water storage cylinder 210a through the water inlet slot 210a-1, when the water level in the water storage cylinder 210a exceeds the limit ring, it is necessary to drain water, the buoyancy cylinder 210b is synchronously raised with the water level under the action of its own buoyancy, when the buoyancy cylinder 210b rises, the connecting plate 220a-3 is flipped with the rotating rod 220a-11 as the axis, thereby indirectly driving the rotating disc 220b-1 to rotate and at the same time enhancing the driving force of the rotating disc 220b-1, when the rotating disc 220b-1 rotates, the differential gear 220b-2 is driven to rotate, when the differential gear 220b-2 rotates, the first gear 220b-3 is driven to accelerate rotation, when the first gear 220b-3 rotates, the two dam bodies 120 are driven to move away from each other under the meshing action of the first sawtooth plate 120b, thereby opening the gate slot 110a-1, and then timely draining water, in this process, the water level is sensed in real time through the physical properties of the buoyancy cylinder 210b; In order to, in the case that the buoyancy of the buoyancy cylinder 210b is too small, the gate body 120 and the dredging mechanism 300 cannot be driven to work, therefore, a driving member is arranged in the water storage cylinder 210a, water level meters are arranged inside and outside the water storage cylinder 210a, when the water level difference inside and outside the water storage cylinder 210a is large, sensed by the water level meters, the buoyancy cylinder 210b can be driven to move up and down by the driving member, so as to make the water level difference inside and outside the water storage cylinder 210a consistent, thereby ensuring that the gate body 120 can drain according to the real-time water level, wherein the driving member can be a hydraulic rod or other driving member with telescopic function, the base of the hydraulic rod is fixedly arranged in the water storage cylinder 210a, and the telescopic end is connected with the bottom of the buoyancy cylinder 210b. In addition, through the mechanical linkage between the water level self-sensing mechanism 200 and the gate body 120, since the water level in the channel 110b changes, after the water levels in the channel 110b and the water storage cylinder 210a change synchronously, the height of the buoyancy cylinder 210b also changes synchronously, which indirectly drives the gap between the two gate bodies 120 to change synchronously, thereby the water level self-sensing mechanism 200 not only senses the water level to drive the gate body 120 to drain in time, but also controls the size of the opening of the gate body 120 according to the water level, that is, controls the flow of the drainage according to the drainage needs, thereby indirectly reducing the work pressure of the staff on monitoring the water level.

[0034] Embodiment 3 On the basis of Embodiment 2, with reference to Figures 1-7 The dredging mechanism 300 comprises a bearing frame 310 located at the bottom of the inner wall of the channel 110b and close to the water, a dredging assembly 320 installed on the bearing frame 310, and a second transmission assembly 330 having one end in transmission connection with the dredging assembly 320 and the other end in transmission connection with the gate body 120, the bearing frame 310 is used for conveniently installing the dredging assembly 320 and the second transmission assembly 330, and bearing the deposited sludge and impurities in the channel 110b.

[0035] In this embodiment, with reference to Figures 1-7The dredging assembly 320 comprises a reciprocating wire rod 320a located on the inner wall of the bearing frame 310, a limiting sliding rod 320b located on the inner wall of the bearing frame 310, and a dredging plate 320c which is sleeved on the limiting sliding rod 320b at one end and is threaded on the reciprocating wire rod 320a at the other end. The reciprocating wire rod 320a is used to drive the dredging plate 320c to move back and forth along the reciprocating wire rod 320a under the limiting action of the limiting sliding rod 320b when the reciprocating wire rod 320a rotates. The limiting sliding rod 320b is used to limit the dredging plate 320c, so as to avoid the synchronous rotation of the dredging plate 320c when the reciprocating wire rod 320a rotates, and thus the dredging plate 320c cannot move linearly. The dredging plate 320c is used to lift the silt and impurities deposited in the bearing frame 310 when the reciprocating wire rod 320a rotates to drive the dredging plate 320c to move reciprocally, so as to cooperate with the flowing water flow, and then the lifted silt and impurities are synchronously discharged with the water flow. The bottom sides of the dredging plate 320c are inclined surfaces, which are used to facilitate the dredging plate 320c to shovel the silt and impurities at the bottom of the bearing frame 310 when the dredging plate 320c moves, so as to avoid the silt and impurities from being unable to be cleaned in time after being agglomerated at the bottom of the bearing frame 310; With reference to Figures 1-7 The top end of the mounting frame 220a-1 has a bearing groove 310a for conveniently mounting the track wheel. The sidewall of the gate body 120 has a second sawtooth plate 120c below. When the gate body 120 moves to drive the second sawtooth plate 120c to move, the track wheel is driven to roll. The second transmission assembly 330 is a track wheel located in the bearing groove 310a and the surface sawtooth is engaged with the second sawtooth plate 120c. The drive roller of the track wheel is connected with the reciprocating wire rod 320a through the rotating shaft. When the gate body 120 moves to drive the second sawtooth plate 120c to move, the track wheel is driven to roll, and the drive roller of the track wheel rotates to drive the reciprocating wire rod 320a to rotate, and then the dredging assembly 320 is driven to work.

[0036] In this embodiment, the specific working process is as follows: when the gate body 120 moves to open, the track wheel is driven to roll along with the movement of the second sawtooth plate 120c. The drive roller of the track wheel rotates to drive the reciprocating wire rod 320a to rotate. The reciprocating wire rod 320a rotates to drive the dredging plate 320c to move reciprocally along the reciprocating wire rod 320a and the limiting sliding rod 320b under the limiting action of the limiting sliding rod 320b, so as to scrape the deposited silt and impurities in the bearing frame 310. The scraped silt and impurities are synchronously washed away with the water flow, so as to clean the deposited silt and impurities in time during the drainage process, and thus the normal drainage is not affected; In addition, after the gate body 120 moves to drive the dredging mechanism 300 to work to timely remove the deposited silt and other impurities, the deposited silt and other impurities in the channel 110b are prevented from forcing the water level in the channel 110b to be uneven, thereby preventing the water level self-induction mechanism 200 from misjudging the water level in the reservoir, and further preventing the drainage control system from being disorderly.

[0037] Embodiment 4 Based on embodiment 3, with reference to Figures 1-7 The dredging mechanism 300 further comprises an anti-blocking assembly 340 for preventing long strip impurities such as branches from being blocked between the two gate bodies 120, thereby affecting normal drainage. The top middle position of the mounting frame 220a-1 is provided with a hidden groove 310b for conveniently storing the knocking rod 340a. The anti-blocking assembly 340 comprises the knocking rod 340a installed in the hidden groove 310b through a rotating shaft and the second gear 340b located at both ends of the rotating shaft. The knocking rod 340a is used for intermittent overturning once, so as to break or squeeze out the impurities blocked between the two gate bodies 120 when overturning. With reference to Figures 1-7 The side wall of the dredging plate 320c has a third sawtooth plate 320c-1 corresponding to the second gear 340b. When the dredging plate 320c moves in the reciprocating movement, the third sawtooth plate 320c-1 is engaged with the second gear 340b at a position, thereby driving the knocking rod 340a to overturn and hit once, so as to intermittently make the knocking rod 340a overturn once to dredge between the two gate bodies 120.

[0038] In this embodiment, the specific working process is as follows: when the dredging mechanism 300 works, along with the movement of the dredging plate 320c along the reciprocating wire rod 320a and the limiting slide rod 320b, the third sawtooth plate 320c-1 is engaged with the second gear 340b at a position, thereby driving the second gear 340b to reciprocate once, so as to drive the knocking rod 340a to overturn once. The knocking rod 340a breaks or squeezes out the long strip impurities such as branches blocked between the two gate bodies 120 when overturning, thereby preventing the long strip impurities from being blocked between the gate bodies 120 to cause drainage obstruction.

[0039] Although the present application has been described with reference to the embodiments above, various changes and modifications can be suggested to one skilled in the art, and it is intended that the present application encompass such changes and modifications as fall within the scope of the appended claims. Particularly, each feature disclosed in the description and / or the claims can be used in the combination with each of the features disclosed in the description and / or the claims, unless specifically stated otherwise. Therefore, the present application is not intended to be limited to the particular embodiments disclosed in the description and / or the claims.

Claims

1. A flow control gate for a water conservancy project with a dredging function, characterized in that: include: A gate mechanism (100) comprises a dam body (110) and a gate body (120) for controlling the flow rate of water in the dam body (110), wherein the dam body (110) comprises a dam stem (110a) having a gate groove (110a-1) on its side wall and corridors (110b) located on both sides of the dam stem (110a); A water level self-sensing mechanism (200) is located in the dam body (110) and instantly senses the water level in the dam body (110), and is used to control the opening size of the gate body (120) when the water level in the dam body (110) rises / falls; The silt removal mechanism (300) is located in the tunnel in the dam body (110) and is used to drive the gate body (120) to open / close when the water level sensing mechanism is working, thereby driving the silt removal mechanism (300) to work synchronously, so as to clean the silt and other impurities in the tunnel of the dam body (110).

2. A water conservancy project flow control gate with dredging function according to claim 1, characterized in that: The gate bodies (120) are stacked and distributed in the gate slot (110a-1), and pulleys (120a) are provided at the upper and lower ends of the gate bodies (120).

3. A water conservancy project flow control gate with dredging function according to claim 1, characterized in that: Both sides of the inner wall of the corridor (110b) are provided with mounting grooves (110b-1); The water level self-sensing mechanism (200) comprises a water level sensing component (210) located in the installation groove (110b-1) and sensing the water level in the tunnel (110b) in real time, and a first transmission component (220) having one end transmission-connected to the water level sensing mechanism and the other end transmission-connected to the gate body (120).

4. A water conservancy project flow control gate with dredging function according to claim 3, characterized in that: The water level sensing component (210) comprises a water storage cylinder (210a) located in the installation groove (110b-1) and having a water inlet groove (210a-1) at the outer bottom, and a buoyancy cylinder (210b) located in the water storage cylinder (210a); The inner wall of the water storage cylinder (210a) is provided with a limiting ring at a position above the water inlet groove (210a-1).

5. A water conservancy project flow control gate with dredging function according to claim 4, characterized in that: The first transmission assembly (220) comprises a force-boosting drive assembly (220a) having one end transmission-connected to the buoyancy cylinder (210b) and a linkage assembly (220b) having one end transmission-connected to the force-boosting drive assembly (220a) and the other end transmission-connected to the gate body (120).

6. A water conservancy project flow control gate with dredging function according to claim 5, characterized in that: The top of the buoyancy cylinder (210b) is provided with a limiting sliding groove (210b-1); Both sides of the corridor (110b) are provided with first through grooves (110b-2) communicating with the installation grooves (110b-1); The force-boosting drive assembly (220a) comprises a mounting frame (220a-1) located on the side wall of the passage (110b) and having a rotating rod (220a-11) on the top, a hinged seat (220a-2) located in the limiting sliding groove (210b-1), and a connecting plate (220a-3) with one end sleeved on the rotating rod (220a-11) and the other end hinged to the hinged seat (220a-2), the connecting plate (220a-3) passing through the first through groove (110b-2), and the axis position of the connection between the connecting plate (220a-3) and the rotating rod (220a-11) is located at the end of the connecting plate (220a-3) away from the hinged seat (220a-2).

7. A water conservancy project flow control gate with dredging function according to claim 6, characterized in that: One end of the connecting plate (220a-3) adjacent to the rotating rod (220a-11) is provided with an arc-shaped sawtooth block; The side wall of the dam stem (110a) has a second through groove (110a-2) communicating with the gate groove (110a-1); The side wall of the gate body (120) extends out of the second through slot (110a-2) and has a first serrated plate (120b); The linkage assembly (220b) comprises a turntable (220b-1) located on the side wall of the mounting frame (220a-1), a differential (220b-2) located on the side wall of the turntable (220b-1), and a first gear (220b-3) located at the other end of the differential (220b-2) and meshing with the first sawtooth plate (120b). The side wall of the turntable (220b-1) has an arcuate sawtooth plate (220b-11) meshing with the arcuate sawtooth block.

8. The flow control gate for a water conservancy project with a dredging function according to claim 1, characterized in that: The dredging mechanism (300) comprises a carrier (310) located at the bottom of the inner wall of the tunnel (110b) and at one end facing the water, a dredging assembly (320) mounted on the carrier (310), and a second transmission assembly (330) having one end transmission-connected to the dredging assembly (320) and the other end transmission-connected to the gate body (120).

9. A water conservancy project flow control gate with dredging function according to claim 8, characterized in that: The dredging assembly (320) comprises a reciprocating screw (320a) located on the inner wall of the carrier (310), a limiting slide (320b) located on the inner wall of the carrier (310), and a dredging plate (320c) having one end slidably sleeved on the limiting slide (320b) and the other end threadedly sleeved on the reciprocating screw (320a), wherein both sides of the bottom of the dredging plate (320c) are inclined structures; A bearing groove (310a) is provided at one end of the top of the mounting frame (220a-1), a second serrated plate (120c) is provided below the side wall of the gate body (120), and the second transmission assembly (330) is a track wheel located in the bearing groove (310a) and having serrations on its surface engaged with the second serrated plate (120c), and a driving roller of the track wheel is connected to the reciprocating screw rod (320a) via a rotating shaft.

10. A water conservancy project flow control gate with dredging function according to claim 9, characterized in that: The dredging mechanism (300) further comprises an anti-jamming assembly (340); a hidden groove (310b) is provided at the top middle portion of the mounting frame (220a-1); the anti-jamming assembly (340) comprises a striking rod (340a) mounted in the hidden groove (310b) via a rotating shaft, and second gears (340b) located at both ends of the rotating shaft; The side wall of the silt clearing plate (320c) has a third serrated plate (320c-1) corresponding to the second gear (340b).

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