Gate water retaining structure for large water conservancy project

Abstract

The utility model discloses a large water conservancy project gate water retaining structure which comprises a water inlet channel, a flow slowing water channel, a water retaining bottom gate and a movable gate. In the using process of the large water conservancy project gate water retaining structure, when external water flow passes through a rotating blade, the rotating blade can rotate under pushing of the water flow; kinetic energy in water flow can be consumed when the multiple sets of rotating blades rotate, the rotating blades can drive the mounting column to rotate, the mounting column can convert the kinetic energy to an external power generation device, and therefore the kinetic energy of the water flow can be recycled while the kinetic energy impact in the water flow is reduced. The floating plate part can be driven by water flow to quickly float and float in the movable sliding groove, after the floating cover and the floating plate quickly float, the plastic folding net installed at the bottom of the floating plate can be unfolded under the action of the floating plate, the plastic folding net can slow down particulate matter impurities attached to the water flow, the fluid amount in the water body is reduced, and the water body is protected. The impact of water flow on the water blocking bottom gate and the movable gate part is reduced.

Description

Technical Field

[0001] The present invention relates to the technical field of water conservancy project gates, in particular to a water retaining structure of a large-scale water conservancy project gate. Background Art

[0002] Water conservancy projects are projects built to control and allocate natural surface water and groundwater to achieve the purpose of eliminating harm and promoting benefits. They are also called water projects. Water conservancy projects require the construction of different types of hydraulic structures such as dams, dikes, spillways, sluices, channels, etc. to achieve their goals. Among them, flood control gates are the main flood control and flood discharge equipment in water conservancy projects used to block floods.

[0003] In the prior art, publication number "CN221118431U" discloses a flood control gate for a water conservancy project, including a dam body, a filter screen and a hydraulic cylinder. A mounting frame is provided at the upper end of the dam body, a hydraulic cylinder is provided at the upper end of the mounting frame, a connecting shaft is provided at the lower end of the hydraulic cylinder, a connecting block is provided at the lower end of the connecting shaft, an inner gate is provided at the lower end of the connecting block, the front end of the inner gate is fixed with the outer gate, a lower mounting plate is provided below the front end of the outer gate, a filter screen is provided at the upper end of the lower mounting plate, and the upper mounting plate is provided at the front end of the mounting frame. The beneficial effect of the utility model is that a double-layer structure of inner and outer gates is adopted. The inner gate is responsible for normal water flow control, and the outer gate is used to resist pollutants and impact, effectively separating water flow and pollutants, and improving the service life of the gate. A detachable filter screen is provided on the lower mounting plate, which can intercept large debris, prevent debris from entering the gate system, protect the normal operation of the gate, and at the same time be beneficial to subsequent pollutant treatment.

[0004] However, the existing technology still has major deficiencies, such as:

[0005] In the above-mentioned devices and the existing technology, the peak water storage capacity during the flood season needs to be considered when constructing the gate. A sudden surge in water volume will cause the water flow to frequently impact the gate. If the impact of the torrent of water flow cannot be reduced, the frequent impact of water flow on the gate will cause damage to the flood control gate, resulting in excessive wear and tear of the flood control gate. Summary of the Invention

[0006] The object of the present invention is to provide a large-scale water conservancy project gate water retaining structure to solve the problems raised in the above background technology.

[0007] To achieve the above-mentioned object, the present invention provides the following technical solution: a large-scale water conservancy project gate water retaining structure, comprising a water inlet channel, a slow-flow water channel, a water retaining bottom gate and a movable gate, wherein the water retaining bottom gate is installed inside the water inlet channel, the movable gate is installed inside the water retaining bottom gate, the slow-flow water channel is provided on one side of the surface of the water inlet channel, a water diversion groove is provided on the surface of the water retaining bottom gate, a water-sealing gate piece is installed at the bottom of the movable gate, the water-sealing gate piece is movably inserted into the water diversion groove, hydraulic hoists are embedded on both sides of the water inlet channel, the movable gate is installed on the movable end of the hydraulic hoist, and side buffer platforms are installed on both sides of the movable gate;

[0008] The engineering gate surface slow-flow water retaining buffer unit is arranged on the side of the water inlet channel close to the slow-flow waterway, and is used to slow down the frequent impact of sudden surges of water flow on the gate surface.

[0009] Preferably, the slow-flow and water-blocking buffer unit on the surface of the engineering gate includes a buffer part, and the buffer part includes rotating blades, and the rotating blades are arranged into several groups at intervals. A mounting column is rotatably installed inside the water inlet channel, and several groups of the rotating blades are installed on the surface of the mounting column. A diverter shell is installed between adjacent rotating blades, and the diverter shells are arranged into several groups at intervals. A transverse frame is installed on one side of the diverter shell, and the transverse frame is installed inside the water inlet channel.

[0010] Preferably, the slow-flow and water-blocking buffer unit on the surface of the engineering gate also includes a water retaining part, which includes a floating plate. The inner wall of the water inlet channel is provided with a movable slide groove, and the floating plate slides inside the movable slide groove. A floating cover is installed at the bottom of the floating plate, and a telescopic floating tube is installed at the bottom of the floating cover. The bottom of the telescopic floating tube is installed at the top of the diversion shell. A plastic stacked net is provided between adjacent diversion shells, and the plastic stacked net is installed at the bottom of the floating plate. The plastic stacked net is stacked in multiple layers, and the bottom of the plastic stacked net is installed at the top of the diversion shell.

[0011] Preferably, the surface of the slow-flow waterway is configured to be in a wavy arc shape.

[0012] Preferably, lateral bins are installed on both sides of the water retaining bottom gate, one side of the lateral bin is opened, and a gate closing impact mitigation unit is provided inside the lateral bin.

[0013] Preferably, the gate opening and closing impact mitigation unit includes an installation bin, a placement cavity is provided inside the lateral bin, the installation bin intervals are arranged into several groups, the installation bin intervals are installed inside the placement cavity, an installation cavity is provided on the surface of the installation bin, a limiting rod is installed on the inner wall of the installation cavity, a positioning strip is provided on the bottom of the installation bin, a support block is slidably installed on the surface of the limiting rod, a support spring is sleeved on the surface of the limiting rod, and both ends of the support spring are respectively fixed to one side of the support block and one side of the inner wall of the installation cavity.

[0014] Preferably, a vertical column is installed on the surface of the support block, a buffer roller is rotatably sleeved on the surface of the vertical column, and a support ring is installed on the top of the vertical column.

[0015] Compared with the prior art, the present invention has the following beneficial effects:

[0016] 1. When in use, when the external water flows through the rotating blades, the rotating blades will rotate under the push of the water flow. The rotation of multiple sets of rotating blades will consume the kinetic energy in the water flow, and the rotating blades will drive the mounting column to rotate. The mounting column can convert the kinetic energy to the external power generation device, thereby reducing the kinetic energy impact in the water flow while improving the recovery and utilization of the kinetic energy of the water flow;

[0017] 2. During use, the floating plate will quickly float up under the influence of the water flow and float inside the movable chute. After the floating cover and the floating plate quickly float up, the plastic stacked net installed at the bottom of the floating plate will unfold under the action of the floating plate. The plastic stacked net can slow down the particulate matter and impurities in the water flow, reduce the amount of fluid in the water body, and reduce the impact of the water flow on the water retaining bottom gate and the movable gate. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 It is an overall schematic diagram of the device of the present invention;

[0019] Figure 2 It is a schematic diagram of the floating cover part of the present invention;

[0020] Figure 3 This is a schematic diagram of the side compartment portion of the present invention;

[0021] Figure 4 This is a schematic diagram of the installation bin portion of the present invention;

[0022] Figure 5 It is a partial schematic diagram of the rotating blades and mounting columns in the present invention.

[0023] In the figure: 1. Water inlet channel; 11. Hydraulic hoist; 12. Movable chute; 2. Slow-flow waterway; 3. Water-blocking bottom gate; 31. Water diversion trough; 4. Movable gate; 41. Water-sealing gate disc; 42. Side buffer platform; 5. Side compartment; 51. Placement cavity; 52. Installation compartment; 521. Installation cavity; 53. Positioning strip; 54. Limit rod; 541. Support spring; 55. Support block; 56. Vertical column; 561. Support ring; 57. Buffer roller;

[0024] 6. Horizontal frame; 7. Diverter shell; 71. Diverter cone; 8. Rotating blades; 81. Mounting column; 9. Floating cover; 91. Floating plate; 92. Metal stacking mesh; 93. Telescopic floating tube. DETAILED DESCRIPTION

[0025] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0026] See also Figure 1-5 , the present invention provides a technical solution:

[0027] Embodiment 1: A large-scale water conservancy project gate water retaining structure: comprising an inlet channel 1, a slow-flow waterway 2, a water retaining bottom gate 3 and a movable gate 4, wherein the water retaining bottom gate 3 is installed inside the water inlet channel 1, the movable gate 4 is installed inside the water retaining bottom gate 3, the slow-flow waterway 2 is arranged on one side of the surface of the water inlet channel 1, a water diversion groove 31 is arranged on the surface of the water retaining bottom gate 3, a water sealing gate piece 41 is installed at the bottom of the movable gate 4, and the water sealing gate piece 41 is movably inserted into the water diversion groove 31, hydraulic hoists 11 are embedded on both sides of the water inlet channel 1, the movable gate 4 is installed on the movable end of the hydraulic hoist 11, and side buffer platforms 42 are installed on both sides of the movable gate 4;

[0028] The engineering gate surface slow-flow water retaining buffer unit is arranged on the side of the water inlet channel 1 close to the slow-flow waterway 2, and is used to slow down the frequent impact of sudden surges of water flow on the gate surface.

[0029] The slow-flow and water-blocking buffer unit on the surface of the engineering gate includes a buffer part, which includes rotating blades 8. The rotating blades 8 are arranged into several groups at intervals. A mounting column 81 is rotatably installed inside the water inlet channel 1. Several groups of rotating blades 8 are installed on the surface of the mounting column 81. A diverter shell 7 is installed between adjacent rotating blades 8. The diverter shells 7 are arranged into several groups at intervals. A transverse frame 6 is installed on one side of the diverter shell 7, and the transverse frame 6 is installed inside the water inlet channel 1.

[0030] The slow-flow water-blocking buffer unit on the surface of the engineering gate also includes a water-blocking part, which includes a floating plate 91. A movable slide 12 is provided on the inner wall of the water inlet channel 1. The floating plate 91 slides inside the movable slide 12. A floating cover 9 is installed at the bottom of the floating plate 91. A telescopic floating tube 93 is installed at the bottom of the floating cover 9. The bottom of the telescopic floating tube 93 is installed at the top of the diversion shell 7. A plastic stacked net 92 is provided between adjacent diversion shells 7. The plastic stacked net 92 is installed at the bottom of the floating plate 91. The plastic stacked net 92 is stacked in multiple layers, and the bottom of the plastic stacked net 92 is installed at the top of the diversion shell 7.

[0031] The surface of the slow-flow channel 2 is arranged in a wave arc shape.

[0032] In this embodiment, after the floating cover 9 and the floating plate 91 quickly float up, the plastic stacked net 92 installed at the bottom of the floating plate 91 will be unfolded under the action of the floating plate 91. The plastic stacked net 92 can slow down the particulate impurities accompanying the water flow, reduce the amount of fluid in the water body, and reduce the impact of the water flow on the water retaining bottom gate 3 and the movable gate 4.

[0033] A lateral bin 5 is installed on both sides of the water retaining bottom gate 3. One side of the lateral bin 5 is opened, and a gate closing impact mitigation unit is arranged inside the lateral bin 5.

[0034] The gate opening and closing impact mitigation unit includes an installation bin 52, a placement cavity 51 is provided inside the lateral bin 5, the installation bins 52 are arranged into several groups at intervals, the installation bins 52 are installed at intervals inside the placement cavity 51, an installation cavity 521 is provided on the surface of the installation bin 52, a limiting rod 54 is installed on the inner wall of the installation cavity 521, a positioning strip 53 is provided at the bottom of the installation bin 52, a support block 55 is slidably installed on the surface of the limiting rod 54, a support spring 541 is sleeved on the surface of the limiting rod 54, and the two ends of the support spring 541 are respectively fixed to one side of the support block 55 and one side of the inner wall of the installation cavity 521.

[0035] A vertical column 56 is installed on the surface of the support block 55 . A buffer roller 57 is rotatably sleeved on the surface of the vertical column 56 . A support ring 561 is installed on the top of the vertical column 56 .

[0036] Working principle: When the device is in use, the water inlet channel 1 is built inside the canal. The operator can use the hydraulic crane 11 to drive the movable gate 4 to lift and lower. When the movable gate 4 rises, the water-sealing gate plate 41 at the bottom of the movable gate 4 leaves the water diversion trough 31, and the water diversion trough 31 discharges the water flow in sections. When the external water flow passes through the rotating blades 8, the rotating blades 8 will rotate under the push of the water flow. When multiple groups of rotating blades 8 rotate, they will consume the kinetic energy in the water flow. The rotating blades 8 will drive the mounting column 81 to rotate. The mounting column 81 can convert the kinetic energy to the external power generation device, thereby reducing the kinetic energy impact in the water flow while improving the recovery and utilization of the kinetic energy of the water flow;

[0037] When the water flow in the canal surges, the water flow will quickly overflow the diversion shell 7 area. The floating cover 9 and the floating plate 91 on the top of the diversion shell 7 will quickly float up under the drive of the water flow and float inside the movable chute 12. After the floating cover 9 and the floating plate 91 quickly float up, the plastic stacked net 92 installed at the bottom of the floating plate 91 will be unfolded under the action of the floating plate 91. The plastic stacked net 92 can slow down the particulate impurities in the water flow, reduce the amount of fluid in the water body, and reduce the impact of the water flow on the water retaining bottom gate 3 and the movable gate 4.

[0038] While embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions, and variations may be made to these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.

Claims

1. A large-scale water conservancy project gate water retaining structure, characterized by: The invention comprises a water inlet channel (1), a slow-flow waterway (2), a water-blocking bottom gate (3) and a movable gate (4), wherein the water-blocking bottom gate (3) is installed inside the water inlet channel (1), and the movable gate (4) is installed inside the water-blocking bottom gate (3). The slow-flow waterway (2) is arranged on one side of the surface of the water inlet channel (1), and a water diversion groove (31) is arranged on the surface of the water-blocking bottom gate (3). A water-sealing gate piece (41) is installed at the bottom of the movable gate (4), and the water-sealing gate piece (41) is movably inserted into the water diversion groove (31). Hydraulic hoists (11) are embedded on both sides of the water inlet channel (1), and the movable gate (4) is installed on the movable end of the hydraulic hoist (11). Side buffer platforms (42) are installed on both sides of the movable gate (4); The engineering gate surface slow-flow water retaining buffer unit is arranged on the side of the water inlet channel (1) close to the slow-flow waterway (2) and is used to reduce the frequent impact of sudden surges of water flow on the gate surface.

2. A large-scale water conservancy project gate water retaining structure according to claim 1, characterized in that: The engineering gate surface slow-flow water retaining buffer unit comprises a buffer portion, the buffer portion comprises rotating blades (8), the rotating blades (8) are arranged in a plurality of groups at intervals, a mounting column (81) is rotatably mounted inside the water inlet channel (1), a plurality of groups of the rotating blades (8) are mounted on the surface of the mounting column (81), a diversion shell (7) is mounted between adjacent rotating blades (8), the diversion shells (7) are arranged in a plurality of groups at intervals, a transverse frame (6) is mounted on one side of the diversion shell (7), and the transverse frame (6) is mounted inside the water inlet channel (1).

3. A large-scale water conservancy project gate water retaining structure according to claim 2, characterized in that: The engineering gate surface slow-flow water retaining buffer unit also includes a water retaining portion, which includes a floating plate (91). The inner wall of the water inlet channel (1) is provided with a movable slide groove (12). The floating plate (91) slides inside the movable slide groove (12). A floating cover (9) is installed at the bottom of the floating plate (91). A telescopic floating tube (93) is installed at the bottom of the floating cover (9). The bottom of the telescopic floating tube (93) is installed on the top of the diversion shell (7). A plastic stacking net (92) is provided between adjacent diversion shells (7). The plastic stacking net (92) is installed at the bottom of the floating plate (91). The plastic stacking net (92) is stacked in multiple layers. The bottom of the plastic stacking net (92) is installed on the top of the diversion shell (7).

4. A large-scale water conservancy project gate water retaining structure according to claim 3, characterized in that: The surface of the slow-flow waterway (2) is arranged in a wave arc shape.

5. A large-scale water conservancy project gate water retaining structure according to claim 1, characterized in that: Side bins (5) are installed on both sides of the water retaining bottom gate (3), one side of the side bin (5) is open, and a gate opening and closing impact mitigation unit is provided inside the side bin (5).

6. A large-scale water conservancy project gate water retaining structure according to claim 5, characterized in that: The gate opening and closing impact mitigation unit comprises an installation bin (52), a placement cavity (51) is provided inside the lateral bin (5), the installation bins (52) are arranged in a plurality of groups at intervals, the installation bins (52) are installed inside the placement cavity (51) at intervals, an installation cavity (521) is provided on the surface of the installation bin (52), a limiting rod (54) is installed on the inner wall of the installation cavity (521), a positioning strip (53) is provided at the bottom of the installation bin (52), a support block (55) is slidably installed on the surface of the limiting rod (54), a support spring (541) is sleeved on the surface of the limiting rod (54), and two ends of the support spring (541) are respectively fixed to one side of the support block (55) and one side of the inner wall of the installation cavity (521).

7. A large-scale water conservancy project gate water retaining structure according to claim 6, characterized in that: A vertical column (56) is installed on the surface of the support block (55), a buffer roller (57) is rotatably sleeved on the surface of the vertical column (56), and a support ring (561) is installed on the top of the vertical column (56).

Images