CN214461053U - Optimized structure and control system of intercepting well - Google Patents
Optimized structure and control system of intercepting well Download PDFInfo
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- CN214461053U CN214461053U CN202023039669.1U CN202023039669U CN214461053U CN 214461053 U CN214461053 U CN 214461053U CN 202023039669 U CN202023039669 U CN 202023039669U CN 214461053 U CN214461053 U CN 214461053U
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Abstract
The utility model relates to an optimized structure and a control system of an intercepting well, the optimized structure of the intercepting well comprises the intercepting well, a confluence pipe is arranged in the intercepting well, one side of the intercepting well is connected with an overflow assembly, the position of the overflow assembly is higher than the confluence pipe, the other side of the intercepting well is connected with a sewage intercepting component through a connecting pipe, the sewage intercepting component is horizontally higher than or lower than the confluence pipe, the overflow component and the sewage intercepting component are arranged vertically to the confluence pipe, when in use, the water is treated according to different water amounts, when the water amount is small, the overflow assembly is closed, the sewage interception assembly is opened, when the water amount is large, the opening degrees of the overflow gate and the sewage interception gate are controlled according to the water level, the water diversion device has the advantages that water is shunted, the burden of a sewage treatment plant is reduced, rainwater mixing is avoided, water pollution is increased, the design is novel, the operation is convenient, and the practicability is high.
Description
Technical Field
The utility model relates to a technical field of sewage treatment and drainage specifically is an optimized structure and control system of vatch basin.
Background
The intercepting type combined system is characterized in that domestic sewage, industrial wastewater and rainwater which are combined in a street pipe duct are discharged to an intercepting main pipe along a river together, and all the sewage is conveyed to a sewage treatment plant in sunny days; when the mixed water volume of the rainwater, the domestic sewage and the industrial wastewater exceeds a certain amount in rainy days, the excess part of the mixed water volume is discharged into a water body through an overflow well.
In the present confluence system pipeline, the function of vatch basin is simple, and it is relatively poor to block the sediment effect, and unable discernment is the state of first rain, unable effectively prevent flowing backward shortcoming such as.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an optimized structure and control system of vatch basin to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides an optimized structure of vatch basin, optimized structure of vatch basin includes the vatch basin, be provided with the confluence pipe in the vatch basin, the overflow subassembly is connected to vatch basin one side, overflow subassembly position is higher than the confluence pipe, the vatch basin opposite side is passed through the connecting pipe and is connected the subassembly of cutting dirty, it is flat high or less than to cut dirty subassembly position the confluence pipe, the overflow subassembly with cut dirty subassembly with the confluence pipe sets up perpendicularly.
As a further aspect of the present invention: the overflow assembly comprises an overflow pipe arranged on the intercepting well and a one-way flowing assembly arranged inside the overflow pipe.
As a further aspect of the present invention: the unidirectional flow assembly includes a backflow prevention device and an overflow gate disposed within the overflow tube.
As a further aspect of the present invention: prevent flowing backward the device and include that a plurality of fan-shaped structures that are set up and the radius is greater than the inboard radial baffle of overflow pipe, and when a plurality of baffles contacted each other, be the toper form, the baffle articulates on the inner wall of overflow pipe, just the baffle adopts the hard rubber material to make.
As a further aspect of the present invention: the sewage interception component comprises a sewage interception pipe communicated with the connecting pipe, an inspection well arranged on the sewage interception pipe and a sewage interception gate arranged in the sewage interception pipe.
As a further aspect of the present invention: and a slag blocking grid is arranged at the connecting position of the intercepting well and the connecting pipe.
A control system for realizing the optimized structure of the intercepting well comprises a rain gauge, a communication module and a PLC;
the rain gauge is used for acquiring difference information of an actually measured water level D and an inner bottom elevation A and an inner top water level height B of the confluence pipe and sending the difference information;
the communication module is used for receiving the difference information and transmitting the difference information;
and the PLC is used for receiving the difference information and issuing an execution instruction according to the difference information.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model relates to a novelty, when using, rivers from compiling at the confluence pipe and flowing, when the water yield is less, there are a large amount of rubbish in the aquatic, the overflow floodgate was closed this moment, and the sewage interception floodgate is opened, and sewage will all be delivered to sewage treatment plant and handle, and when the rainfall is great, avoids clean rainwater to receive the pollution simultaneously for reducing sewage treatment plant's burden, and the clean rainwater is shunted to the river in will the confluence pipe, and sewage continues to deliver to sewage treatment plant, and the practicality is strong.
Drawings
Fig. 1 is a schematic structural diagram of an optimized structure and a control system of a catch basin.
Fig. 2 is a schematic structural view of an optimized structure of the intercepting well and the installation of a backflow prevention baffle in a control system.
Fig. 3 is an opening state diagram of a backflow prevention baffle in an optimized structure and control system of the intercepting well.
Fig. 4 is a half-open state diagram of the backflow prevention baffle in the optimized structure and control system of the intercepting well.
Fig. 5 is a schematic view of an optimized structure of a vatch well and a water level in the vatch well in a control system.
Fig. 6 is an electrical control diagram in an optimized structure and control system of the intercepting well.
In the figure: 1-intercepting well, 2-confluence pipe, 3-overflow pipe, 4-overflow gate, 5-slag blocking grid, 6-connecting pipe, 7-sewage blocking pipe, 8-backflow preventing device, 9-sewage blocking gate and 10-inspection well.
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.
In addition, an element of the present invention may be said to be "secured to" or "disposed on" another element, either directly on the other element or with intervening elements present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only and do not represent the only embodiments.
Referring to fig. 1 to 6, in an embodiment of the present invention, an optimized structure of an intercepting well includes an intercepting well 1, a flow combining pipe 2 is provided in the intercepting well 1, an overflow assembly is connected to one side of the intercepting well 1, the position of the overflow assembly is higher than the flow combining pipe 2, a sewage intercepting assembly is connected to the other side of the intercepting well 1 through a connecting pipe 6, the position of the sewage intercepting assembly is flat or lower than the flow combining pipe 2, and the overflow assembly and the sewage intercepting assembly are vertically disposed with the flow combining pipe 2.
The embodiment of the utility model provides an in, when using, when rivers are less, the overflow subassembly is closed, cut dirty subassembly and open, arrange sewage treatment plant with sewage is whole, conveniently handle sewage, when the water yield is great, adjust the overflow subassembly with cut the aperture of dirty subassembly, in will relatively clean water drainage to river, avoid being contaminated, also arrange sewage to the sewage plant simultaneously, realize the reposition of redundant personnel to water, carry out the treatment to sewage, reduce sewage treatment plant's burden, also reduced the pollution, the practicality is strong.
As an embodiment of the utility model, the overflow subassembly is including setting up overflow pipe 3 and setting on the vatch basin 1 are in the inside unidirectional flow subassembly of overflow pipe 3.
The embodiment of the utility model provides an in, when the rainfall is great relatively, the clean rainwater in upper strata passes through in the confluence pipe 2 overflow pipe 3 arranges to the river in, reduces sewage treatment plant's burden, reduces rain pollution simultaneously, environmental protection more.
As an embodiment of the present invention, the unidirectional flow component comprises a backflow prevention device 8 and an overflow gate 4 which are arranged inside the overflow pipe 3.
The embodiment of the utility model provides an in, when rivers are very big, in the confluence pipe 2 relatively clean rainwater need be arranged to the river in, nevertheless when the river water level is higher than during the vatch basin 1, the river flowing water flows backward, through the anti-backflow device 8 that sets up, prevents that water in the river from flowing backward extremely in the vatch basin 1, simultaneously through the overflow floodgate 4 that sets up, is less than at the river water level under the condition of vatch basin 1, shunt the processing to the rainwater.
As an embodiment of the utility model, prevent flowing backward device 8 includes that a plurality of fan-shaped structures that are set up and the radius is greater than 3 inboard radial baffles of overflow pipe, and when a plurality of baffles contacted each other, are the toper form, the baffle articulates on the inner wall of overflow pipe 3, just the baffle adopts the ebonite material to make.
The embodiment of the utility model provides an in, prevent that refluence puts 8 and is made by hard rubber, has a little soft characteristic, when the rainwater flows backward, laminating that can be better carries out abundant choked flow to the rainwater, for avoiding the rainwater to flow backward from other positions, makes prevent that refluence puts 8 slightly and is greater than overflow pipe 3 makes its better work, to the more abundant choked flow of water.
As an embodiment of the utility model, cut dirty subassembly include with what connecting pipe 6 communicate cut dirty pipe 7 and set up cut inspection shaft 10 on the dirty pipe 7 and set up and be in cut dirty floodgate 9 of the inside of dirty pipe 7 of cutting.
The embodiment of the utility model provides an in, when continuous long-time rain, the aquatic rubbish is less this moment, water in the confluence pipe 2 is in under the effect of intercepting floodgate 9, in the little part flows in intercepting dirty pipe, this moment overflow floodgate 4 is whole to be opened for during the rainwater is a large amount of and arranges into the river, reduces sewage treatment plant's burden.
In the embodiment of the present invention, it should be further explained that, in a fine day, when the actually measured water level D is smaller than the bottom elevation a of the confluence pipe 2 by 0.2 m, the overflow gate 4 is fully closed, the sewage interception gate 9 is fully opened, and sewage is intercepted, when the actually measured water level D is larger than the bottom elevation a of the confluence pipe 2 by 0.2 m, the alarm is given to the cloud platform to prompt the worker to handle, possibly because of abnormal situations such as overflow gate water leakage, pipeline water seepage, river channel water level ultrahigh, etc., 0.2 m mainly considers factors such as floating garbage, water gushing before the grid, water flow fluctuation, etc.;
in rainy days, when the actually measured water level D is less than the height B0.1 m of the top water level in the confluence pipe 2, the rain can be judged to be in an initial rain state, the overflow gate 4 is fully closed, the opening degree of the sewage interception gate 9 is controlled at a given value, sewage is intercepted, and the flow of the sewage is controlled; when the actually measured water level D is higher than the top water level B0.1 m in the confluence pipe 2, the rainfall state can be judged to be a continuous rainfall state, the overflow gate 4 is fully opened, the opening degree of the sewage interception gate 9 is controlled to be a given value, flood discharge is carried out, and the flow of sewage is controlled; when the actually measured water level D is higher than the top water level B0.2 m in the confluence pipe 2, the state of ultra-large rainfall can be judged, the overflow gate 4 is fully opened, the opening degree of the sewage interception gate 9 is controlled by a given value, flood discharge is carried out, the flood discharge is uploaded to a control background, and a standby pump is prompted to start to control the flow of sewage;
after rain, the overflow gate 4 is closed, and the opening degree of the sewage interception gate 9 is adjusted.
As an embodiment of the utility model, the intercepting well 1 and the connecting position of the connecting pipe 6 are provided with a slag blocking grid 5.
The embodiment of the utility model provides an in, when the rainfall is less, rubbish is floating in the aquatic, through setting block sediment grid 5 and prevent that rubbish from getting into and cutting dirty pipe 7, transport sewage treatment plant with rubbish is whole to carry out centralized processing.
As an embodiment of the present invention, there is also provided a control system for the optimized structure of the intercepting well, wherein the control system for the optimized structure of the intercepting well comprises a rain gauge, a communication module and a PLC;
the rain gauge is used for acquiring difference information of an actually measured water level D and an inner bottom elevation A and an inner top water level height B of the confluence pipe 2 and sending the difference information;
the communication module is used for receiving the difference information and transmitting the difference information;
and the PLC is used for receiving the difference information and issuing an execution instruction according to the difference information.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (7)
1. The utility model provides an optimized structure of vatch basin, its characterized in that, optimized structure of vatch basin includes vatch basin (1), be provided with confluence pipe (2) in vatch basin (1), overflow subassembly is connected to vatch basin (1) one side, overflow subassembly position is higher than confluence pipe (2), vatch basin (1) opposite side is passed through connecting pipe (6) and is connected the subassembly of cutting dirty, it is flat high or be less than to cut dirty subassembly position confluence pipe (2), overflow subassembly with cut dirty subassembly with confluence pipe (2) set up perpendicularly.
2. An optimized structure of a vatch well according to claim 1, characterized in that the overflow assembly comprises an overflow pipe (3) arranged on the vatch well (1) and a unidirectional flow assembly arranged inside the overflow pipe (3).
3. An optimized structure of a intercepting well according to claim 2, characterized in that the unidirectional flow assembly comprises a back-flow prevention device (8) and an overflow gate (4) arranged inside the overflow pipe (3).
4. An optimized structure of a intercepting well according to claim 3, wherein the backflow preventing means (8) comprises a plurality of baffles having a fan-shaped structure and a radius larger than the radius of the inner side of the overflow pipe (3), and when the plurality of baffles contact each other, the plurality of baffles have a conical shape, and the plurality of baffles are hinged on the inner wall of the overflow pipe (3), and the plurality of baffles are made of hard rubber.
5. An optimized structure of a intercepting well according to claim 1, wherein the intercepting assembly comprises an intercepting sewage pipe (7) communicated with the connecting pipe (6), an inspection well (10) arranged on the intercepting sewage pipe (7) and an intercepting sewage gate (9) arranged inside the intercepting sewage pipe (7).
6. An optimized structure of a intercepting well according to claim 5, wherein a slag-retaining grating (5) is provided at the connection position of the intercepting well (1) and the connection pipe (6).
7. A control system for realizing the optimized structure of the intercepting well according to any one of claims 1 to 6, wherein the control system of the optimized structure of the intercepting well comprises a rain gauge, a communication module and a PLC;
the rain gauge is used for acquiring difference information of an actually measured water level D and an inner bottom elevation A and an inner top water level height B of the confluence pipe (2) and sending the difference information;
the communication module is used for receiving the difference information and transmitting the difference information;
and the PLC is used for receiving the difference information and issuing an execution instruction according to the difference information.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202023039669.1U CN214461053U (en) | 2020-12-17 | 2020-12-17 | Optimized structure and control system of intercepting well |
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| CN202023039669.1U CN214461053U (en) | 2020-12-17 | 2020-12-17 | Optimized structure and control system of intercepting well |
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| CN214461053U true CN214461053U (en) | 2021-10-22 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114020054A (en) * | 2021-11-18 | 2022-02-08 | 中建环能科技股份有限公司 | Overflow well liquid level following control system |
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2020
- 2020-12-17 CN CN202023039669.1U patent/CN214461053U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114020054A (en) * | 2021-11-18 | 2022-02-08 | 中建环能科技股份有限公司 | Overflow well liquid level following control system |
| CN114020054B (en) * | 2021-11-18 | 2024-01-19 | 中建环能科技股份有限公司 | Overflow well liquid level following control system |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 515000 No. 189 Xing'an Road, Longhu District, Shantou City, Guangdong Province Patentee after: GUANG DONG ZHENG CHENG ELECTRIC TECHNOLOGY CO.,LTD. Patentee after: Guangdong Guangye Environmental Protection Service Co.,Ltd. Address before: 515000 one of 153 Shaoshan Road, Zhujin Industrial Zone, Shantou City, Guangdong Province Patentee before: GUANG DONG ZHENG CHENG ELECTRIC TECHNOLOGY CO.,LTD. Patentee before: Guangdong Linmao Technology Co.,Ltd. |
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| CP03 | Change of name, title or address |