Aeration facility of flood discharge tunnel
By using gatehouse-style air-drying components in flood discharge holes, the problems of unstable ventilation effect and uneven bubble distribution are solved, efficient uniform bubble replenishment and construction simplification are achieved, and the service life of the facility is extended.
Patent Information
- Application Number
- CN202422316868.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-23
- Publication Date
- 2025-07-25
- Estimated Expiration
- 2034-09-23
AI Technical Summary
The existing flood discharge hole air-drying facilities have problems such as unstable ventilation effects, uneven bubble distribution, and complex construction, which affect the air-drying effect and service life.
The door-style air-drying components are adopted, including concrete base plates, side walls, ventilation shafts and ventilation holes, forming a stable air-drying cavity, optimizing the water flow pattern, reducing resistance, and cleaning blockages through the cleaning cylinder and retracting rod structure to achieve stable and uniform air replenishment, forming a good air cushion layer.
It improves ventilation efficiency, ensures uniform distribution of bubbles, simplifies the construction process, extends the service life of the facility, and prevents vent holes from being blocked.
Smart Images
Figure CN223151143U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of flood discharge aeration facilities, in particular to an aeration facility for a flood discharge tunnel. Background Technique
[0002] For high dams built in alpine and canyon areas, due to high water heads, large drops, and large flood discharge powers, the water flow velocity is often high and the cavitation phenomenon is serious, which in turn causes cavitation erosion problems and poses a threat to the structural safety of the flood discharge tunnel. Traditional erosion reduction measures such as optimizing the shape, reducing the unevenness of the flow surface, and using anti-cavitation materials have certain effects, but the setting of aeration facilities has been proven to be a more effective erosion reduction means.
[0003] Existing aeration facilities have problems such as unstable ventilation effects, uneven bubble distribution, and complex construction, which affect the aeration effect and service life.
[0004] To solve the above problems, we propose an efficient aeration facility for a flood discharge tunnel to optimize the water flow pattern, reduce resistance, improve ventilation efficiency, achieve stable and uniform air replenishment, and form a good air cushion layer. Content of the Utility Model
[0005] The purpose of the utility model is to provide an aeration facility for a flood discharge tunnel, which solves the problems existing in the existing aeration facilities, such as unstable ventilation effects, uneven bubble distribution, and complex construction, which affect the aeration effect and service life.
[0006] To achieve the above purpose, an aeration facility for a flood discharge tunnel adopted by the utility model includes a main body and a gate-type aeration component. The gate-type aeration component includes a concrete bottom plate, side masonry walls, a ventilation shaft, and ventilation holes. The concrete bottom plate is detachably connected to the main body and is located below the interior of the main body. The side masonry walls are fixedly connected to the concrete bottom plate and are located on one side above the concrete bottom plate, and the side masonry walls are arranged inside the main body. The ventilation shaft is fixedly connected to the main body and is located above the interior of the main body. The ventilation holes are fixedly connected to the side masonry walls and are located above the interior of the side masonry walls, and the ventilation holes are arranged below the ventilation shaft.
[0007] Wherein, the gate-type aeration component further includes a connecting rod and a fixing plate. The connecting rod is detachably connected to the main body and is located inside the main body, and the connecting rod is arranged above the interior of the ventilation shaft. The fixing plate is detachably connected to the connecting rod and is located at one end of the connecting rod away from the main body, and the fixing plate is arranged at the center of the interior of the ventilation shaft.
[0008] Among them, the gate - type aeration component further includes an installation cavity and a cleaning cylinder. The installation cavity is fixedly connected to the main body, is located inside the main body, and is arranged on one side of the ventilation shaft. The cleaning cylinder is arranged inside the installation cavity.
[0009] Among them, the gate - type aeration component further includes a connecting block and a retracting rod. The connecting block is detachably connected to the cleaning cylinder, is located above the cleaning cylinder, and is arranged inside the installation cavity. The retracting rod is detachably connected to the connecting block and is located above the connecting block.
[0010] Among them, the gate - type aeration component further includes an installation block and a handle. The installation block is slidably connected to the retracting rod and is located on the outer surface above the retracting rod. The handle is detachably connected to the installation block and is located above the installation block. The handle is arranged above the main body.
[0011] An aeration facility for a flood - discharge tunnel of the present utility model includes a main body and a gate - type aeration component. The gate - type aeration component includes a concrete bottom plate, side masonry walls, a ventilation shaft, and ventilation holes. The concrete bottom plate is detachably connected to the main body and is located below the main body inside. The side masonry walls are fixedly connected to the concrete bottom plate and are located on one side above the concrete bottom plate. The side masonry walls are arranged inside the main body. The ventilation shaft is fixedly connected to the main body and is located above the main body inside. The ventilation holes are fixedly connected to the side masonry walls and are located above the side masonry walls inside. The ventilation holes are arranged below the ventilation shaft. Since the original aeration device is replaced with a gate - type aeration component, the problems of unstable ventilation effect, uneven bubble distribution, and complex construction existing in the existing aeration facilities are effectively solved, which affect the aeration effect and service life. BRIEF DESCRIPTION OF THE DRAWINGS
[0012] In order to more clearly illustrate the technical solutions in the embodiments of the present utility model or the prior art, the following will briefly introduce the drawings required for the description of the embodiments or the prior art. Obviously, the following drawings are only some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.
[0013] Figure 1 is the overall structural schematic diagram of the present utility model.
[0014] Figure 2 is the overall top view of the present utility model.
[0015] Figure 3 is the present utility model Figure 2Cross-sectional view of the A-A line structure
[0016] 101 - Main body, 102 - Concrete bottom plate, 103 - Side masonry wall, 104 - Ventilation shaft, 105 - Ventilation hole, 106 - Connecting rod, 107 - Fixed plate, 108 - Placement cavity, 109 - Cleaning cylinder, 110 - Connecting block, 111 - Retraction rod, 112 - Placement block, 113 - Handle Detailed implementation manner
[0017] The embodiments of the present utility model will be described in detail below. Examples of the embodiments are shown in the drawings, where the same or similar reference numerals denote the same or similar elements or elements having the same or similar functions throughout. The embodiments described below by referring to the drawings are exemplary and are intended to explain the present utility model and should not be construed as a limitation to the present utility model
[0018] Please refer to Figures 1 to 3 , Figure 1 is the overall structural schematic diagram of the present utility model Figure 2 is the overall top view of the present utility model Figure 3 is the present utility model Figure 2 Cross-sectional view of the A-A line structure
[0019] The present utility model provides an aeration facility for a flood discharge tunnel, including a main body 101 and a portal-style aeration assembly. The portal-style aeration assembly includes a concrete bottom plate 102, side masonry walls 103, an air vent shaft 104, air vents 105, connecting rods 106, fixing plates 107, placement cavities 108, cleaning cylinders 109, connecting blocks 110, retractable rods 111, placement blocks 112, and handles 113. By the foregoing solution, problems existing in the existing aeration facilities, such as unstable aeration effect, uneven bubble distribution, and complex construction, which affect the aeration effect and service life, are solved. It can be understood that in the foregoing solution, during flood discharge, a stable aeration cavity formed by the air vent shaft 104 and the air vents 105 can achieve stable and uniform air replenishment, form a good air cushion layer. At the same time, the concrete bottom plate 102 and the side masonry walls 103 are in the shape of a portal, which has the advantages of optimizing the water flow pattern, reducing resistance, and improving the aeration efficiency. After the flood discharge is completed, in order to prevent the air vents 105 from being blocked by sediment in the flood, the staff will hold the handle 113 to take out the cleaning cylinder 109, and then adjust the length of the retractable rod 111 through the placement block 112 sliding on the retractable rod 111. Then, the staff stands on the fixing plate 107 and the connecting rod 106, holds the handle 113, and stabs the cleaning cylinder 109 into the air vents 105, thereby cleaning the blocked sediment. Thus, the problems existing in the existing aeration facilities, such as unstable aeration effect, uneven bubble distribution, and complex construction, which affect the aeration effect and service life, are solved, and the cleaning problem after the subsequent blockage of the air vents 105 is effectively guaranteed.
[0020] For this specific embodiment, the concrete bottom plate 102 is detachably connected to the main body 101 and is located below the interior of the main body 101. The side masonry walls 103 are fixedly connected to the concrete bottom plate 102 and are located on the upper side of the concrete bottom plate 102. Moreover, the side masonry walls 103 are arranged inside the main body 101. The air vent shaft 104 is fixedly connected to the main body 101 and is located above the interior of the main body 101. The air vents 105 are fixedly connected to the side masonry walls 103 and are located above the interior of the side masonry walls 103. Moreover, the air vents 105 are arranged below the air vent shaft 104. The concrete bottom plate 102 and the side masonry walls 103 are in the shape of a portal, and an air vent shaft 104 communicating with the outside atmosphere is arranged with the section center line as the axis, thereby optimizing the water flow pattern, reducing resistance, and improving the aeration efficiency. The air vent shaft 104 and the air vents 105 cooperate with each other to achieve stable and uniform air replenishment and form a good air cushion layer.
[0021] Among them, the connecting rod 106 is detachably connected to the main body 101 and is located inside the main body 101. Moreover, the connecting rod 106 is arranged above the inside of the ventilation shaft 104. The fixed disk 107 is detachably connected to the connecting rod 106 and is located at one end of the connecting rod 106 away from the main body 101. Also, the fixed disk 107 is arranged at the center of the inside of the ventilation shaft 104. The connecting rod 106 will cooperate with the fixed disk 107 to prevent the staff from falling into the ventilation shaft 104 when cleaning the sediment in the ventilation hole 105.
[0022] Secondly, the placement cavity 108 is fixedly connected to the main body 101 and is located inside the main body 101. In addition, the placement cavity 108 is arranged on one side of the ventilation shaft 104. The cleaning cylinder 109 is arranged inside the placement cavity 108. The placement cavity 108 is a place for placing the cleaning cylinder 109, and the cleaning cylinder 109 is mainly made of rubber and is the main functional component for cleaning the ventilation hole 105.
[0023] Meanwhile, the connecting block 110 is detachably connected to the cleaning cylinder 109 and is located above the cleaning cylinder 109. Also, the connecting block 110 is arranged inside the placement cavity 108. The retraction rod 111 is detachably connected to the connecting block 110 and is located above the connecting block 110. The connecting rod 106 is a structural component connecting the cleaning cylinder 109, and the retraction rod 111 is an auxiliary structural component that cooperates with the placement block 112 to extend, thereby cleaning the ventilation hole 105 more effectively.
[0024] In addition, the placement block 112 is slidably connected to the retraction rod 111 and is located on the outer surface above the retraction rod 111. The handle 113 is detachably connected to the placement block 112 and is located above the placement block 112. Also, the handle 113 is arranged above the main body 101.
[0025] When using the present utility model during flood discharge, a stable aeration cavity will be formed by the ventilation shaft 104 and the ventilation holes 105, achieving stable and uniform air supplementation, forming a good air cushion layer. At the same time, the concrete floor 102 and the side masonry wall 103 are in the shape of a portal, which has the advantages of optimizing the water flow pattern, reducing resistance, and improving ventilation efficiency. After the flood discharge is completed, in order to prevent the ventilation holes 105 from being blocked by sediment in the flood, the staff will hold the handle 113 to take out the cleaning cylinder 109, and then adjust the length of the retraction rod 111 by sliding the placement block 112 on the retraction rod 111. Then, the staff stands on the fixed disk 107 and the connecting rod 106, holds the handle 113, and stabs the cleaning cylinder 109 into the ventilation holes 105, thereby cleaning the blocked sediment. This will solve the problems existing in the existing aeration facilities, such as unstable ventilation effect, uneven bubble distribution, and complex construction, which affect the aeration effect and service life, and will also effectively ensure the cleaning problem after the subsequent blockage of the ventilation holes 105.
[0026] The above-disclosed is only a preferred embodiment of the present utility model. Of course, it cannot be used to limit the scope of the rights of the present utility model. Those of ordinary skill in the art can understand the entire or part of the process of implementing the above embodiment, and the equivalent changes made according to the claims of the present utility model still fall within the scope covered by the utility model.
Claims
1. An aeration facility for a flood discharge tunnel, comprising a main body, characterized in that, it further comprises a gate-type aeration component, the gate-type aeration component includes a concrete bottom plate, side masonry walls, an air ventilation shaft and air vents. The concrete bottom plate is detachably connected to the main body and is located below the interior of the main body. The side masonry walls are fixedly connected to the concrete bottom plate and are located on one side above the concrete bottom plate, and the side masonry walls are arranged inside the main body. The air ventilation shaft is fixedly connected to the main body and is located above the interior of the main body. The air vents are fixedly connected to the side masonry walls and are located above the interior of the side masonry walls, and the air vents are arranged below the air ventilation shaft.
2. The aeration facility for a flood discharge tunnel according to claim 1, characterized in that, the gate-type aeration component further includes a connecting rod and a fixing plate. The connecting rod is detachably connected to the main body and is located inside the main body, and the connecting rod is arranged above the interior of the air ventilation shaft. The fixing plate is detachably connected to the connecting rod and is located at one end of the connecting rod away from the main body, and the fixing plate is arranged at the center of the interior of the air ventilation shaft.
3. The aeration facility for a flood discharge tunnel according to claim 2, characterized in that, the gate-type aeration component further includes a placement cavity and a cleaning cylinder. The placement cavity is fixedly connected to the main body and is located inside the main body, and the placement cavity is arranged on one side of the air ventilation shaft. The cleaning cylinder is arranged inside the placement cavity.
4. The aeration facility for a flood discharge tunnel according to claim 3, characterized in that, the gate-type aeration component further includes a connecting block and a retracting rod. The connecting block is detachably connected to the cleaning cylinder and is located above the cleaning cylinder, and the connecting block is arranged inside the placement cavity. The retracting rod is detachably connected to the connecting block and is located above the connecting block.
5. The aeration facility for a flood discharge tunnel according to claim 4, characterized in that, the gate-type aeration component further includes a placement block and a handle. The placement block is slidably connected to the retracting rod and is located on the outer surface above the retracting rod. The handle is detachably connected to the placement block and is located above the placement block, and the handle is arranged above the main body.