CN214460998U - Rainwater and sewage diversion intercepting well achieving automatic control through buoyancy - Google Patents
Rainwater and sewage diversion intercepting well achieving automatic control through buoyancy Download PDFInfo
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- CN214460998U CN214460998U CN202022844129.4U CN202022844129U CN214460998U CN 214460998 U CN214460998 U CN 214460998U CN 202022844129 U CN202022844129 U CN 202022844129U CN 214460998 U CN214460998 U CN 214460998U
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- vatch basin
- intercepting well
- rainwater
- side wall
- automatic control
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- 239000010865 sewage Substances 0.000 title claims abstract description 31
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 31
- 230000009471 action Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 230000008569 process Effects 0.000 abstract description 3
- 230000003028 elevating effect Effects 0.000 description 6
- 230000000694 effects Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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Abstract
The utility model relates to a blowdown technical field just discloses a realize rainwater and sewage reposition of redundant personnel vatch basin of automatic control through buoyancy, including the vatch basin, the top wall of vatch basin is seted up flutedly, recess internal assembly has the top apron, and this realizes the rainwater and sewage reposition of redundant personnel vatch basin of automatic control through buoyancy, rainwater initial stage, the water level is lower in the vatch basin, and the baffle that rises and falls covers the delivery pipe. After the initial rainwater is converged into the intercepting well, the initial rainwater and the sewage in the intercepting pipe enter a sewage treatment plant; along with the gradual increase of the water amount collected in the intercepting well, when the water level in the well rises to a height higher than the position of the hollow floating ball, the hollow floating ball is driven to float upwards due to the buoyancy of the water, so that the lifting baffle moves upwards, the lifting baffle is opened, and a large amount of water in the intercepting well is discharged outwards through the discharge pipe. The whole process is automatically controlled based on the hydraulic action, the flood peak passes through the back lifting baffle and automatically restores the original position, other mechanical electric power or personnel operation is not involved, the structure is simple, and the operation is stable.
Description
Technical Field
The utility model relates to a blowdown technical field specifically is a distribution of rain and sewage vatch basin of automatic control is realized through buoyancy.
Background
The rainwater and sewage diversion catch basin is one of the means with quick and good effect in the current water environment treatment and improvement measures. The main functions are as follows: in dry days, the domestic and industrial sewage collected nearby is conveyed to a sewage plant for treatment through an intercepting pipe, and is discharged after reaching the standard; in rainy days, a large amount of rainwater dilutes sewage, so that the water quality is improved, and the later part can be directly discharged to a surface water body. Thereby reducing the problem of water pollution caused by sewage discharge and further reducing the treatment load of sewage plants. The ordinary intercepting well achieves the purpose of intercepting in dry days through the overflow weir, but the non-adjustable overflow weir blocks water flow in rainy days, so that the load of a sewage plant is increased in heavy rain, and serious results are caused. In other electric control overflow wells, the electric appliances are easy to damage while generating energy loss, are unstable in work and inconvenient to maintain, and influence the overflow well to exert the maximum efficiency.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model provides a to prior art not enough, the utility model provides a realize the distribution of rain and sewage vatch basin of automatic control through buoyancy.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a distribution of rain and sewage vatch basin of automatic control is realized through buoyancy, includes the vatch basin, the top wall of vatch basin is seted up flutedly, recess internal assembly has the top apron, fixed mounting has the inside confluence inlet tube of intercommunication vatch basin on the left side wall of vatch basin, the back lateral wall fixed mounting of vatch basin has the inside pipe of cutting of intercommunication vatch basin, fixed mounting has the inside delivery pipe of intercommunication vatch basin on the right side wall of vatch basin, movable mounting has the clap door on the right side wall of delivery pipe, the right side inner wall of vatch basin is provided with the baffle that rises and falls that can shutoff delivery pipe, be provided with two L shape fixture blocks that correspond on the right side inner wall of vatch basin, the left side wall upper end of the baffle that rises and falls is provided with three hollow floater.
Preferably, the left side wall surface of the upper end of the lifting baffle is fixedly provided with three connecting blocks corresponding to the positions of the three hollow floating balls, and the three connecting blocks are fixedly connected with the corresponding hollow floating balls respectively.
Preferably, the L-shaped fixture block is L-shaped, the lower end of the L-shaped fixture block is fixedly connected with the inner wall of the bottom of the intercepting well, and the right end of the L-shaped fixture block is fixedly connected with the inner wall of the right side of the intercepting well.
Preferably, the lifting baffle is a rectangular block, and the front side wall surface and the rear side wall surface of the lifting baffle are respectively attached to the front side wall and the rear side wall of the intercepting well.
Preferably, the vatch basin is integrated into one piece, the vatch basin is rectangle and the inside of vatch basin is hollow structure, the hollow part in the vatch basin has run through the top wall of vatch basin.
(III) advantageous effects
Compared with the prior art, the utility model provides a realize distribution of rain and sewage vatch basin of automatic control through buoyancy possesses following beneficial effect:
1. this realize the distribution of rain and sewage vatch basin of automatic control through buoyancy, rainwater initial stage, the vatch basin middle water level is lower, and the baffle that rises and falls covers the delivery pipe. After the initial rainwater is converged into the intercepting well, the initial rainwater and the sewage in the intercepting pipe enter a sewage treatment plant; along with the gradual increase of the water amount collected in the intercepting well, when the water level in the well rises to a height higher than the position of the hollow floating ball, the hollow floating ball is driven to float upwards due to the buoyancy of the water, so that the lifting baffle moves upwards, the lifting baffle is opened, and a large amount of water in the intercepting well is discharged outwards through the discharge pipe. The whole process is automatically controlled based on the hydraulic action, the flood peak passes through the back lifting baffle and automatically restores the original position, other mechanical electric power or personnel operation is not involved, the structure is simple, and the operation is stable.
2. This realize the distribution of rain and sewage vatch basin of automatic control through buoyancy, the utility model discloses the calandria pipe is installed and is clapped the door. When no water enters the intercepting well from the confluence water inlet pipe in dry weather, the flap valve falls and is closed due to gravity, and the water flow is prevented; when the rainfall is large, the water level rises, and the flap valve is opened by the water flow in the intercepting well, so that the water flow flows.
Drawings
FIG. 1 is a schematic sectional view of the structure of the present invention;
FIG. 2 is a schematic top sectional view of the structure of the present invention;
fig. 3 is a schematic side view and sectional view of the structure of the present invention.
In the figure: 1 catch basin, 2 recesses, 3 top apron, 4 confluence inlet tubes, 5 catch dirty pipe, 6L shape fixture block, 7 play baffle, 8 connecting blocks, 9 hollow floater, 10 delivery pipes, 11 clap.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, a rainwater and sewage diversion intercepting well realizing automatic control through buoyancy comprises an intercepting well 1, wherein the intercepting well 1 is buried underground, the intercepting well 1 is integrally formed, the intercepting well 1 is rectangular, the inside of the intercepting well 1 is of a hollow structure, the hollow part inside the intercepting well 1 penetrates through the upper wall surface of the intercepting well 1, a groove 2 is formed on the upper wall surface of the intercepting well 1, a top cover plate 3 is assembled inside the groove 2, a confluence water inlet pipe 4 communicated with the inside of the intercepting well 1 is fixedly installed on the left side wall surface of the intercepting well 1, a sewage intercepting pipe 5 communicated with the inside of the intercepting well 1 is fixedly installed on the rear side wall surface of the intercepting well 1, a discharge pipe 10 communicated with the inside of the intercepting well 1 is fixedly installed on the right side wall surface of the intercepting well 1, a flap valve 11 is movably installed on the right side wall surface of the discharge pipe 10, and a lifting baffle 7 capable of plugging the discharge pipe 10 is arranged on the right side inner wall of the intercepting well 1, the elevating baffle 7 is a rectangular block, the front and rear side wall surfaces of the elevating baffle 7 are respectively kept attached to the front and rear side inner walls of the intercepting well 1, the right side inner wall of the intercepting well 1 is provided with two corresponding L-shaped fixture blocks 6, the L-shaped fixture blocks 6 are L-shaped, the lower ends of the L-shaped fixture blocks 6 are fixedly connected with the bottom inner wall of the intercepting well 1, the right ends of the L-shaped fixture blocks 6 are fixedly connected with the right side inner wall of the intercepting well 1, the elevating baffle 7 is clamped on the right side by the L-shaped fixture blocks 6, so that the elevating baffle 7 is attached to the right side inner wall of the intercepting well 1, the upper end of the left side wall surface of the elevating baffle 7 is provided with three hollow floating balls 9, the number of the hollow floating balls 9 is changed according to actual needs, and three connecting blocks 8 are fixedly installed on the left side wall surface of the upper end of the elevating baffle 7 corresponding to the positions of the three hollow floating balls 9, the three connecting blocks 8 are respectively fixedly connected with the corresponding hollow floating balls 9.
The first step is as follows: in the initial stage of rain, the water level in the intercepting well 1 is low, and the lifting baffle 7 covers the discharge pipe 10. After the initial rainwater is converged into the intercepting well 1, the initial rainwater and the sewage in the sewage intercepting pipe 5 enter a sewage treatment plant; along with the gradual increase of the water amount collected in the intercepting well 1, when the water level in the well rises to a height higher than the position of the hollow floating ball 9, the hollow floating ball 9 is driven to float upwards due to the buoyancy of the water, so that the lifting baffle 7 moves upwards, the lifting baffle 7 is opened, and a large amount of water in the intercepting well 1 is discharged outwards through the discharge pipe 10. The whole process is automatically controlled based on the hydraulic action, the flood peak passes through the back lifting baffle 7 to automatically recover the original position, other mechanical electric power or personnel operation is not involved, the structure is simple, and the operation is stable.
The second step is that: the utility model discloses calandria pipe 10 installs flap 11. When no water enters the intercepting well 1 from the confluence water inlet pipe 4 in dry weather, the flap valve 11 falls and is closed due to gravity, and the water flow is prevented; when the rainfall is large, the water level rises, and the flap valve 11 is opened by water flow in the intercepting well 1, so that the water flow is realized.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a distribution of rain and sewage vatch basin of automatic control is realized through buoyancy, includes vatch basin (1), the top wall of vatch basin (1) is seted up fluted (2), recess (2) internal assembly has top apron (3), its characterized in that: fixed mounting has the inside confluence inlet tube (4) of intercommunication vatch basin (1) on the left side wall of vatch basin (1), the rear side wall fixed mounting of vatch basin (1) has inside interception dirty pipe (5) of intercommunication vatch basin (1), fixed mounting has inside delivery pipe (10) of intercommunication vatch basin (1) on the right side wall of vatch basin (1), movable mounting has clap door (11) on the right side wall of delivery pipe (10), the right side inner wall of vatch basin (1) is provided with the baffle (7) that rises and falls that can shutoff delivery pipe (10), be provided with two L shape fixture blocks (6) that correspond on the right side inner wall of vatch basin (1), the left side wall upper end of baffle (7) that rises and falls is provided with three hollow floater (9).
2. The rainwater and sewage diversion intercepting well realizing automatic control through buoyancy according to claim 1, wherein: the upper end left side wall face of the lifting baffle (7) is fixedly provided with three connecting blocks (8) corresponding to the positions of the three hollow floating balls (9), and the three connecting blocks (8) are fixedly connected with the corresponding hollow floating balls (9) respectively.
3. The rainwater and sewage diversion intercepting well realizing automatic control through buoyancy according to claim 1, wherein: the intercepting well is characterized in that the L-shaped fixture block (6) is L-shaped, the lower end of the L-shaped fixture block (6) is fixedly connected with the inner wall of the bottom of the intercepting well (1), and the right end of the L-shaped fixture block (6) is fixedly connected with the inner wall of the right side of the intercepting well (1).
4. The rainwater and sewage diversion intercepting well realizing automatic control through buoyancy according to claim 1, wherein: the lifting baffle (7) is a rectangular block, and the front side wall surface and the rear side wall surface of the lifting baffle (7) are respectively attached to the front side wall and the rear side wall of the intercepting well (1).
5. The rainwater and sewage diversion intercepting well realizing automatic control through buoyancy according to claim 1, wherein: vatch basin (1) is integrated into one piece, vatch basin (1) is rectangle and the inside of vatch basin (1) is hollow structure, the top wall of vatch basin (1) has been run through to the inside hollow part of vatch basin (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022844129.4U CN214460998U (en) | 2020-11-30 | 2020-11-30 | Rainwater and sewage diversion intercepting well achieving automatic control through buoyancy |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022844129.4U CN214460998U (en) | 2020-11-30 | 2020-11-30 | Rainwater and sewage diversion intercepting well achieving automatic control through buoyancy |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214460998U true CN214460998U (en) | 2021-10-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022844129.4U Active CN214460998U (en) | 2020-11-30 | 2020-11-30 | Rainwater and sewage diversion intercepting well achieving automatic control through buoyancy |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214460998U (en) |
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2020
- 2020-11-30 CN CN202022844129.4U patent/CN214460998U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240207 Address after: 833400 No. 158 Huayuan East Road, Shashanzi 83tuan, Jinghe County, Bortala Mongolian Autonomous Prefecture, Xinjiang Uygur Autonomous Region Patentee after: Zhu Shengxiao Country or region after: China Address before: 830011 room g073, floor 3-4, building G1, Xinjiang Software Park, 455 Kanas Hubei Road, economic and Technological Development Zone (Toutunhe District), Urumqi, Xinjiang Uygur Autonomous Region Patentee before: Xinjiang Yushui Environmental Technology Co.,Ltd. Country or region before: China |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240314 Address after: No. 4980-1-1-114, Jinxi Third Street, Baijiantan District, Karamay City, Xinjiang Uygur Autonomous Region, 834000 Patentee after: Xinjiang Dafei Water-saving Technology Co.,Ltd. Country or region after: China Address before: 833400 No. 158 Huayuan East Road, Shashanzi 83tuan, Jinghe County, Bortala Mongolian Autonomous Prefecture, Xinjiang Uygur Autonomous Region Patentee before: Zhu Shengxiao Country or region before: China |
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| TR01 | Transfer of patent right |