Transverse pulling type integrated gate station
By adopting a horizontal pull-in integrated gate station design in the sluice station, the gate reservoir is vertically set up and the cross-moving steel gate is built-in, the problem of existing sluices occupying the river channel is solved, the gate does not occupy the river space, and the aesthetics and waterproof performance of the river channel are improved.
Patent Information
- Application Number
- CN202421780466.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-25
- Publication Date
- 2025-05-09
- Estimated Expiration
- 2034-07-25
AI Technical Summary
The existing sluices occupy the river channel when they are set up, resulting in narrowing of the river channel, affecting the beauty of the river channel and the flow of the river.
The horizontal pull-in integrated gate station design is adopted, the gate reservoir is set vertically with the river retaining wall, and a built-in horizontal moving steel gate is controlled to control the opening and closing of the gate through a hydraulic opening and closing machine to ensure that the gate does not occupy the river width when it is opened or closed.
The gate does not occupy the river space, ensures the width of the river, helps to improve the aesthetics of the river, and improves the collision and waterproof performance of the gate through limit beams and water-stop rubber.
Smart Images
Figure CN222847292U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the field of water conservancy projects, and in particular to a horizontal pull-type integrated gate station. Background Art
[0002] A sluice is a low-head hydraulic structure built on rivers and channels that uses gates to control flow and adjust water levels. Closing the gates can block floods, tides or raise the upstream water level to meet the needs of irrigation, power generation, shipping, aquatic products, environmental protection, industrial and domestic water use; opening the gates can discharge floods, waterlogging, abandoned water or wastewater, and can also supply water to downstream rivers or channels. In water conservancy projects, sluices are widely used as structures for retaining, discharging or taking water. The existing integrated pump gates mainly include vertical lift, flip-up and inclined pull types, and the gates occupy the river channel when they are set, resulting in the narrowing of the river channel, affecting the beauty of the river channel and the flow of river water. Utility Model Content
[0003] In order to prevent the gate from occupying the river channel, the present application provides a horizontal pull-type integrated gate station.
[0004] The present application provides a horizontal pull-type integrated gate station adopts the following technical solution:
[0005] A horizontal pull integrated gate station comprises a river retaining wall, wherein the river retaining wall is arranged on both sides of the river, a gate storehouse is built on the river retaining wall in the direction away from the river, the gate storehouse is arranged vertically to the river retaining wall, the gate storehouse comprises an entrance storehouse and a gate storehouse, and a horizontally movable steel gate is arranged in the gate storehouse.
[0006] By adopting the above technical solution, the gate reservoir and the river retaining wall are vertically arranged so that the gate does not occupy the width of the river when it is opened or closed.
[0007] In a specific feasible implementation scheme, a hydraulic gate hoist is fixedly provided on the side of the gate library away from the river channel, the output end of the hydraulic gate hoist is connected to a hydraulic rod, and a fixing seat is fixedly provided on the end of the top of the transverse steel gate away from the gate library, and the fixing seat is fixedly connected to the hydraulic rod.
[0008] By adopting the above technical solution, the operator can control the opening and closing of the transverse sliding steel gate through the hydraulic hoist.
[0009] In a specific possible implementation scheme, a plurality of anti-collision blocks are fixedly provided at one end of the transversely movable steel gate close to the storage.
[0010] By adopting the above technical solution, when the transverse sliding steel gate is closed, the anti-collision block can prevent the damage caused by the collision between the transverse sliding steel gate and the side wall of the warehouse.
[0011] In a specific feasible implementation scheme, two fixed stone piers are provided at the bottom of the river channel, a bottom gate groove is formed between the fixed stone piers, a limiting beam is provided at the top of the gate reservoir, a limiting groove is provided at the bottom of the limiting beam, the top of the transversely movable steel gate extends into the limiting groove, and the bottom of the transversely movable steel gate extends into the bottom gate groove.
[0012] By adopting the above technical solution, limiting grooves are formed between the fixed stone piers, and the limiting grooves are arranged at the bottom of the limiting beam. The limiting beam and the limiting grooves can play a limiting role in the opening and closing of the transverse sliding steel gate.
[0013] In a specific feasible implementation scheme, a plurality of bottom running wheels are fixedly arranged at the bottom of the transversely movable steel gate, and the bottom running wheels extend into the limiting grooves. The transversely movable steel gate extends into the bottom gate groove and the limiting grooves, and side limiting rollers are respectively arranged at both ends.
[0014] By adopting the above technical solution, when the transverse steel gate is opened and closed, the bottom running wheel can reduce the friction when the bottom of the gate moves. The side limit roller can reduce the friction of the side wall of the gate, thereby making the opening and closing of the gate more labor-saving and reducing the power of the hydraulic hoist.
[0015] In a specific feasible implementation scheme, a water-stop rubber is provided at each end of the transversely movable steel gate close to the entrance and the gate, and the water-stop rubbers are all provided on the same side.
[0016] By adopting the above technical solution and arranging the water-stop rubber, the water-stop rubber can improve the waterproof sealing performance of the gate.
[0017] In a specific feasible implementation scheme, two pump grooves are provided on the door body of the transverse sliding steel gate, and water pumps are fixedly installed in the pump grooves.
[0018] By adopting the above technical solution, a pump slot is set up, a water pump is fixed in the pump slot, and the water pump is installed on the gate, which reduces the width of the pump room, saves the amount of concrete and steel bars, and reduces the project cost.
[0019] In a specific possible implementation scheme, an inspection door slot and a trash door slot are provided on the channel retaining wall, and a trash rack is fixedly installed in the trash door slot.
[0020] By adopting the above technical solution, the provision of the inspection gate slot makes it convenient for operators to inspect the gate, and the trash rack helps to purify the water.
[0021] In summary, this application includes the following beneficial technical effects:
[0022] 1. Through the setting of the gate warehouse, the gate warehouse is set vertically with the river channel. The gate warehouse includes the entrance warehouse and the gate warehouse. The gate warehouse is equipped with a transversely movable steel gate. The transversely movable steel gate can completely enter the gate warehouse when opened, so that the gate does not occupy the river channel space, ensuring the width of the river channel and helping to improve the beauty of the river channel.
[0023] 2. Through the setting of the limit beam, a limit groove is set at the bottom of the limit beam. The limit groove can support the transverse sliding steel gate and limit the movement of the transverse sliding steel gate. The limit beam spans both sides of the river and can also be used as a bridge for pedestrians to cross the river. BRIEF DESCRIPTION OF THE DRAWINGS
[0024] Figure 1 is a top view of an embodiment of the present application;
[0025] Figure 2 It is a front view of an embodiment of the present application;
[0026] Figure 3 It is a side view of an embodiment of the present application.
[0027] Explanation of the reference numerals in the accompanying drawings: 1. River retaining wall; 11. Gate reservoir; 12. Trash gate slot; 13. Trash rack; 14. Limiting beam; 141. Limiting slot; 15. Inspection gate slot; 16. Bottom gate slot; 17. Fixed stone pier; 2. Gate reservoir; 21. Transverse steel gate; 22. Hydraulic rod; 23. Hydraulic opening and closing machine; 24. Pump slot; 241. Water pump; 25. Fixed seat; 26. Anti-collision block; 27. Side limiting roller; 28. Bottom walking wheel; 29. Water-stop rubber; 3. Reservoir; 4. River channel. DETAILED DESCRIPTION
[0028] The following is combined with Figure 1-Figure 3 This application is described in further detail.
[0029] In the description of the present application, it should be understood that descriptions involving orientation, such as up, down, front, back, left, right, etc., indicating orientations or positional relationships, are based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present application.
[0030] The embodiment of the present application discloses a horizontal pull-type integrated gate station.
[0031] Reference Figure 1, including a river channel retaining wall 1, the river channel retaining wall 1 is built on both sides of the river channel 4, and gates 11 are built on both sides of the river channel retaining wall 1 in the direction away from the river channel 4, the gates 11 are arranged vertically with the river channel retaining wall 1, and the gates 11 include an inlet 3 and a gate 2, and the inlet 3 and the gate 2 are arranged opposite to each other along the river channel retaining wall 1. A transversely movable steel gate 21 is arranged in the gate 11, and in order to enable the transversely movable steel gate 21 to effectively intercept the water flow in the river channel 4, the length of the transversely movable steel gate 21 is set to be greater than the width of the river channel 4, and the length of the gate 2 is matched with the length of the transversely movable steel gate 21.
[0032] Reference Figure 2 and Figure 3 , a plurality of bottom running wheels 28 are fixedly arranged at the bottom of the transverse steel gate 21. In the present embodiment, three bottom running wheels 28 are arranged. Two fixed stone piers 17 are arranged at the bottom of the river channel 4 along its width direction. A groove is provided between the two fixed stone piers 17 to form a bottom gate groove 16. The fixed stone piers 17 are arranged in alignment with the inlet 3 and the gate 2 along the width direction of the river channel 4. The bottom running wheels 28 extend into the inlet bottom gate groove 16. The bottom of the bottom gate groove 16 supports the bottom running wheels 28. A limiting beam 14 is arranged at the top of the gate 11. The limiting beam 14 and the bottom gate groove 16 are arranged opposite to each other along the height direction of the transverse steel gate 21. One end of the limiting beam 14 is fixedly arranged at the top of the inlet 3, and the other end is fixedly arranged on the river channel retaining wall 1. The cross section of the limiting beam 14 is set to an inverted U shape, so that the bottom of the limiting beam 14 forms a limiting groove 141, and the top of the transverse steel gate 21 extends into the limiting groove 141. The limiting beam 14 can support and fix the transverse steel gate 21. The top of the limiting beam 14 can also serve as a bridge for pedestrians to cross the river. This setting can avoid the construction of an upper river crossing structure and save costs. The transverse steel gate 21 can slide in the bottom gate groove 16 and the limiting groove 141. When the transverse steel gate 21 slides, friction will be generated between the transverse steel gate 21 and the limiting groove 141 and the inner wall of the bottom gate groove 16. In order to reduce the friction, side limiting rollers 27 are respectively provided at both ends of the transverse steel gate 21 extending into the bottom gate groove 16 and the limiting groove 141. The side limit roller 27 contacts the side walls of the limit groove 141 and the bottom gate groove 16. When the transversely movable steel gate 21 slides, the side limit roller 27 can slide along the side walls of the limit groove 141 and the bottom gate groove 16, making the transversely movable steel gate 21 more labor-saving when opening and closing. The side limit roller 27 can support the transversely movable steel gate 21, so that the transversely movable steel gate 21 can remain vertical in the limit groove 141 and the bottom gate groove 16, and can support the water pressure in the river channel 4.
[0033] A hydraulic gate hoist 23 is fixedly arranged on the side wall of the gatehouse 2 away from the river channel 4, and a hydraulic rod 22 is connected to the output end of the hydraulic gate hoist 23. A fixing seat 25 is fixedly arranged on the top end of the transversely movable steel gate 21 away from the gatehouse 2, and the fixing seat 25 is fixedly connected to the hydraulic rod 22 on the side close to the hydraulic gate hoist 23. Through the arrangement of the hydraulic rod 22 and the fixing seat 25, the hydraulic gate hoist 23 can pull the transversely movable steel gate 21 into the gatehouse 2 or push it into the storage 3, thereby realizing the opening and closing functions. In order to prevent the transversely movable steel gate 21 from colliding with the side wall of the storage 3 when closing, a plurality of anti-collision blocks 26 are fixedly arranged on the end of the transversely movable steel gate 21 close to the storage 3. When the transversely movable steel gate 21 is closed, the anti-collision blocks 26 can contact the side wall of the storage 3, thereby playing a buffering role.
[0034] Reference Figure 1 A water-stop rubber 29 is provided at each end of the transversely movable steel gate 21 near the entrance 3 and the door 2, and the water-stop rubber 29 is provided on the same side. The water-stop rubber 29 contacts the side walls of the entrance 3 and the door 2, respectively, and plays a role of sealing and water-stopping. The water-stop rubber 29 is installed on the side of the transversely movable steel gate 21 near the downstream. This setting can utilize the pressure exerted on the transversely movable steel gate 21 by the upstream water flow, so that the water-stop rubber 29 is close to the side walls of the entrance 3 and the door 2, thereby improving the water-stopping property of the water-stop rubber 29.
[0035] Reference Figure 1 and Figure 2 In order to reduce the width of the pump room and reduce the construction cost, two pump slots 24 are provided on the door body of the transverse steel gate 21. A water pump 241 is fixedly arranged in the pump slot 24. The water pump 241 can play a role in drainage. The river retaining wall 1 is also provided with an inspection gate slot 15 and a trash gate slot 12. The inspection gate slot 15 is arranged upstream of the gate, and the trash gate slot 12 is arranged downstream of the gate. The trash gate slot 12 can also serve as the inspection gate slot 15. A trash rack 13 is fixedly arranged in the trash gate slot 12. The trash rack 13 can intercept garbage and debris in the water.
[0036] The implementation principle of the horizontal pull integrated gate station in the embodiment of the present application is as follows: the operator can control the horizontal pull steel gate 21 to open or close by controlling the hydraulic hoist 23 according to the actual situation. After the horizontal pull steel gate 21 is opened, the gate completely enters the gatehouse 2 and does not occupy the river channel 4. The limiting beam 14 can also be used as a bridge for pedestrians to cross the river.
[0037] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.
Claims
1. A horizontal pull type integrated gate station, characterized in that: The invention comprises a river channel retaining wall (1), wherein the river channel retaining wall (1) is arranged on both sides of a river channel (4), and a gate storehouse (11) is constructed on the river channel retaining wall (1) in a direction away from the river channel (4), and the gate storehouse (11) is arranged vertically to the river channel retaining wall (1), and the gate storehouse (11) comprises an entrance storehouse (3) and a gate storehouse (2), and a transversely movable steel gate (21) is arranged in the gate storehouse (11).
2. The horizontal pull type integrated gate station according to claim 1, characterized in that: A hydraulic gate hoist (23) is fixedly arranged on the side of the gatehouse (2) away from the river channel (4), and the output end of the hydraulic gate hoist (23) is connected to a hydraulic rod (22). A fixing seat (25) is fixedly arranged on the top end of the transverse steel gate (21) away from the gatehouse (2), and the fixing seat (25) is fixedly connected to the hydraulic rod (22).
3. The horizontal pull type integrated gate station according to claim 1, characterized in that: A plurality of anti-collision blocks (26) are fixedly arranged at one end of the transversely movable steel gate (21) close to the storage (3).
4. The horizontal pull type integrated gate station according to claim 3, characterized in that: Two fixed stone piers (17) are arranged at the bottom of the river channel (4), and a bottom gate groove (16) is formed between the fixed stone piers (17). A limiting beam (14) is arranged at the top of the gate reservoir (11), and a limiting groove (141) is arranged at the bottom of the limiting beam (14). The top of the transverse steel gate (21) extends into the limiting groove (141), and the bottom of the transverse steel gate (21) extends into the bottom gate groove (16).
5. The horizontal pull type integrated gate station according to claim 4, characterized in that: A plurality of bottom running wheels (28) are fixedly arranged at the bottom of the transversely movable steel gate (21), and the bottom running wheels (28) extend into the limiting groove (141). Side limiting rollers (27) are respectively arranged at both ends of the transversely movable steel gate (21) extending into the bottom gate groove (16) and the limiting groove (141).
6. The horizontal pull type integrated gate station according to claim 1, characterized in that: A water-stop rubber (29) is arranged at each end of the transversely movable steel gate (21) close to the entrance (3) and the gate (2), and the water-stop rubbers (29) are arranged on the same side.
7. The horizontal pull type integrated gate station according to claim 1, characterized in that: Two pump grooves (24) are provided on the door body of the transversely movable steel gate (21), and a water pump (241) is fixedly arranged in the pump groove (24).
8. The horizontal pull integrated gate station according to claim 1, characterized in that The channel retaining wall (1) is provided with an inspection door slot (15) and a trash gate slot (12), and a trash rack (13) is fixedly arranged in the trash gate slot (12).