CN213653711U - Novel intensive hydraulic rotary intercepting well structure - Google Patents
Novel intensive hydraulic rotary intercepting well structure Download PDFInfo
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- CN213653711U CN213653711U CN202022543710.2U CN202022543710U CN213653711U CN 213653711 U CN213653711 U CN 213653711U CN 202022543710 U CN202022543710 U CN 202022543710U CN 213653711 U CN213653711 U CN 213653711U
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- rainwater
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- sewage
- sealing door
- buoy chamber
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Abstract
The utility model relates to a novel intensive hydraulic drive rotary intercepting well structure, belonging to the technical field of intercepting wells, comprising a rainwater cabin, a sewage cabin and a buoy chamber which are buried underground, wherein the sewage cabin is positioned under the rainwater cabin, the buoy chamber is positioned at one side of the rainwater cabin and the sewage cabin, the sewage cabin is communicated with the buoy chamber, and intercommunication department is provided with the manger plate weir wall, offers between rainwater cabin and the buoy chamber to have put the intercommunicating pore, and the position of intercommunicating pore is less than the rainwater discharge port, installs rotary sealing door on the intercommunicating pore, and rotary sealing door is located the rainwater under-deck, still is provided with the through-wall hole on the bulkhead of rainwater cabin, and the indoor flotation pontoon that installs of flotation pontoon, flotation pontoon are connected with rotary sealing door through leading the chain, lead the chain and pass the through-wall hole, the utility model provides a problem of the unable allotment rivers of traditional vatch basin to and the unable problem of parallel implementation of narrow road rainwater sewer line.
Description
Technical Field
The utility model relates to a novel intensification rotatory vatch basin structure that surges belongs to vatch basin technical field.
Background
In the transformation of old city blocks, historical blocks and other street roads, the rain and sewage diversion is difficult to be carried out completely, and drainage facilities and sewage interception facilities need to be perfected. The traditional trough type and weir type intercepting wells in the rain and sewage diversion are widely applied. Practice shows that the traditional rain and sewage diversion and interception are limited by the characteristics of the traditional rain and sewage diversion and interception, and the following problems exist: a narrow road has no enough space for laying a rainwater and sewage inspection well; the traditional intercepting well can not regulate and control water flow in rainy season, so that rain sewage pipelines are mutually connected in rainy season, and the pollution of total drainage port confluence system overflow is caused.
SUMMERY OF THE UTILITY MODEL
For solving the technical problem that prior art exists, the utility model provides a novel intensification surge rotatory vatch basin structure, its problem of solving the unable allotment rivers of traditional vatch basin to and the unable problem of parallel implementation of narrow road rain sewage pipeline.
In order to achieve the purpose, the technical scheme adopted by the utility model is a novel intensive hydraulic-drive rotary intercepting well structure, which comprises a rainwater cabin, a sewage cabin and a buoy chamber which are buried underground, wherein the rainwater cabin is used for being connected with a rainwater inlet, the sewage cabin is used for being connected with a sewage inlet, a rainwater discharge port is arranged in the rainwater cabin, a sewage discharge port is arranged in the sewage cabin, the sewage cabin is positioned under the rainwater cabin, the buoy chamber is positioned at one side of the rainwater cabin and the sewage cabin, the sewage cabin is communicated with the buoy chamber, a weir wall is arranged at the communication position, a communication hole is arranged between the rainwater cabin and the buoy chamber, the position of the communication hole is lower than the rainwater discharge port, a rotary sealing door is arranged on the communication hole and positioned in the rainwater cabin, a wall penetrating hole is also arranged on the bulkhead of the rainwater cabin, the indoor flotation pontoon that installs of flotation pontoon, the flotation pontoon is connected with rotatory sealing door through leading the chain, it passes through the wall hole to lead the chain.
Preferably, the buoy chamber is of an integrated structure and adopts a prefabricated or cast-in-place reinforced concrete structure.
Preferably, the rotary sealing door is made of SS304 which is in a normally open state, the opening angle is 60 degrees, the size of the rotary sealing door exceeds the diameter of the communicating hole by 50mm, the buoy is of a non-solid structure and is made of PE.
Preferably, the guide chain is a non-metal chain, and the 45-degree PE elbow is pre-embedded in the wall through hole.
Compared with the prior art, the utility model discloses following technological effect has: the utility model discloses a brand-new structure has possessed following advantage: firstly, the rain sewage pipeline can be arranged up and down, so that the plane space is saved, the implementation in narrow roads is facilitated, the earth excavation amount is reduced, and the investment is saved. Secondly, the utility model discloses a set up intercommunicating pore, rotary seal door, flotation pontoon and realize that rain sewage is in the same place. The rotary sealing door is opened by means of the tension of the floating barrel in dry seasons, sewage in the rainwater cabin enters the sewage pipeline, the floating barrel rises along with the water level of the sewage cabin in rainy seasons, and the rotary sealing door gradually falls by means of gravity and rainwater pressure of the rainwater cabin until the rotary sealing door is completely closed, so that the rainwater and the sewage are not communicated. The rainwater quality is guaranteed not to be polluted, and the operation safety of the sewage pipeline is improved.
The utility model discloses rational in infrastructure, design benefit have easy implementation, be convenient for operation, characteristics such as investment low. The underground space is saved, and the function that the water flow can not be adjusted in the traditional intercepting well is effectively solved. The method is suitable for rainwater and sewage separation or interception engineering of narrow streets in old cities, historical blocks and the like.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Detailed Description
In order to make the technical problem, technical solution and advantageous effects to be solved by the present invention more clearly understood, the following description is given in conjunction with the accompanying drawings and embodiments to illustrate the present invention in further detail. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
As shown in figure 1, a novel intensive hydraulic-drive rotary intercepting well structure comprises a rainwater cabin 1, a sewage cabin 2 and a buoy chamber 3 which are buried underground, wherein the rainwater cabin 1 is used for being connected with a rainwater inlet, the sewage cabin 2 is used for being connected with a sewage inlet, a rainwater outlet 7 is arranged in the rainwater cabin 1, a sewage outlet 8 is arranged in the sewage cabin 2, the sewage cabin 2 is positioned under the rainwater cabin 1, the buoy chamber 3 is positioned at one side of the rainwater cabin 1 and the sewage cabin 2, the sewage cabin 2 is communicated with the buoy chamber 3, a water retaining wall weir 9 is arranged at the communication position, a communication hole 10 is arranged between the rainwater cabin 1 and the buoy chamber 3, the communication hole 10 is lower than the rainwater outlet 7, a rotary sealing door 4 is arranged on the communication hole 10, the rotary sealing door 4 is positioned in the rainwater cabin 1, a wall through hole 11 is also arranged on the bulkhead of the rainwater cabin 1, and a buoy 5 is arranged in the buoy chamber 3, the float bowl 5 is connected with the rotary sealing door 4 through a guide chain 6, and the guide chain 6 penetrates through the wall through hole 11.
The utility model discloses well pontoon chamber 3 formula structure as an organic whole adopts prefabricated or cast-in-place reinforced concrete structure as an organic whole. The rotary sealing door 4 is made of SS304 which is in a normally open state, the opening angle is 60 degrees, the size exceeds the diameter of the communicating hole by 50mm, the buoy is of a non-solid structure and made of PE. The guide chain 6 adopts a non-metal chain, and a 45-degree PE elbow 12 is pre-embedded in the wall through hole 11 to ensure smoothness.
When the rainwater drainage device is used in concrete, the rotary sealing door is in a normally open state under the tension of the floating cylinder in dry seasons, the opening angle is 60 degrees, rainwater entering the rainwater cabin passes through the floating cylinder cabin, crosses the weir wall to carry out the sewage cabin, and enters a sewage pipeline through a sewage outlet 8 in the rainwater cabin. When in rainy season, the rainwater is increased, the sewage in the sewage cabin and the buoy chamber is gradually increased, and the buoy is gradually increased along with the liquid level. At the moment, the rotary sealing door is gradually reduced by means of gravity and rainwater pressure of the rainwater cabin until the rotary sealing door is completely closed, so that rainwater and sewage are ensured not to be communicated. Rainwater in the rainwater cabin enters the rainwater pipeline through the rainwater outlet 7. The rainwater and sewage are shunted, the rainwater quality is not polluted, and the operation safety of the sewage pipeline is also improved.
The foregoing is considered as illustrative and not restrictive of the preferred embodiments of the invention, and any modifications, equivalents and improvements made within the spirit and principles of the invention are intended to be included within the scope of the invention.
Claims (4)
1. The utility model provides a novel intensive rotatory vatch basin structure that surges which characterized in that: comprises a rainwater cabin, a sewage cabin and a buoy chamber which are buried underground, wherein the rainwater cabin is used for being connected with a rainwater inlet, the sewage tank is connected with the sewage inlet, the rainwater outlet is arranged in the rainwater tank, a sewage outlet is arranged in the sewage tank, the sewage tank is positioned under the rainwater tank, the buoy chamber is positioned at one side of the rainwater tank and the sewage tank, the sewage tank is communicated with the buoy chamber, and the communicated part is provided with a water retaining weir wall, a communicating hole is arranged between the rainwater cabin and the buoy chamber, the position of the communicating hole is lower than the rainwater discharge port, a rotary sealing door is arranged on the communicating hole, the rotary sealing door is positioned in the rainwater cabin, the cabin wall of the rainwater cabin is also provided with a wall through hole, the indoor flotation pontoon that installs of flotation pontoon, the flotation pontoon is connected with rotatory sealing door through leading the chain, it passes through the wall hole to lead the chain.
2. The novel intensive hydraulic drive rotary intercepting well structure according to claim 1, characterized in that: the buoy chamber is of an integrated structure and adopts a prefabricated or cast-in-place reinforced concrete structure.
3. The novel intensive hydraulic drive rotary intercepting well structure according to claim 1, characterized in that: the material of rotary sealing door is SS304, and it is normally open state, and opening angle is 60, and the diameter that the size surpassed the intercommunicating pore is 50mm, and the flotation pontoon is non-solid structure, and the material is PE.
4. The novel intensive hydraulic drive rotary intercepting well structure according to claim 1, characterized in that: the guide chain is a non-metal chain, and 45-degree PE elbows are pre-embedded in the wall through holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022543710.2U CN213653711U (en) | 2020-11-06 | 2020-11-06 | Novel intensive hydraulic rotary intercepting well structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022543710.2U CN213653711U (en) | 2020-11-06 | 2020-11-06 | Novel intensive hydraulic rotary intercepting well structure |
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| Publication Number | Publication Date |
|---|---|
| CN213653711U true CN213653711U (en) | 2021-07-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN202022543710.2U Active CN213653711U (en) | 2020-11-06 | 2020-11-06 | Novel intensive hydraulic rotary intercepting well structure |
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| CN (1) | CN213653711U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115262725A (en) * | 2022-08-09 | 2022-11-01 | 中冶华天南京工程技术有限公司 | Buoyancy-controlled rainwater and sewage distribution cabin |
-
2020
- 2020-11-06 CN CN202022543710.2U patent/CN213653711U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115262725A (en) * | 2022-08-09 | 2022-11-01 | 中冶华天南京工程技术有限公司 | Buoyancy-controlled rainwater and sewage distribution cabin |
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