CN206418567U - The automatic discharge structure using sewage conduct assisted drainage - Google Patents
The automatic discharge structure using sewage conduct assisted drainage Download PDFInfo
- Publication number
- CN206418567U CN206418567U CN201720004829.8U CN201720004829U CN206418567U CN 206418567 U CN206418567 U CN 206418567U CN 201720004829 U CN201720004829 U CN 201720004829U CN 206418567 U CN206418567 U CN 206418567U
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- Prior art keywords
- rainwater
- well
- sewage
- basin
- catch
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Abstract
The utility model discloses a kind of discharge structure of automatic utilization sewage conduct assisted drainage, its drip irrigation device is, including catch-basin and bilge well, the upside of catch-basin is provided with rainwater access tube, downside is provided with rainwater delivery pipe, the lower section of bilge well is provided with effluent outfall, buffer well is provided between catch-basin and bilge well, both rainwater conduits are communicated between buffer well and catch-basin, both sewage conduits are communicated between buffer well and bilge well, the valve of closed sewage conduit is hinged with buffer well, the ball float that linkage valve is opened or closed, the distance of ball float to valve is equal to rainwater access tube to the distance of rainwater conduit.Above-mentioned discharge structure has the drainage pipeline networks of rain dirt shunting, is easy to Specification Design and management, and the drainage pipeline networks of conducting rain dirt shunting is connected by buffer well, under the situation of the heavy rain world, blow-off line can be made to discharge rainwater in the lump, increase drainage efficiency, it is to avoid effectiveness factors.
Description
Technical field
The utility model is related to architectural design field, more particularly to a kind of draining of automatic utilization sewage conduct assisted drainage
Structure.
Background technology
The discharge structure of municipal drainage is divided into catch-basin and bilge well, discharges different water and just each connects different pipes
Road, bilge well passes through sewage, and carry out concentration discharge by sewage pipe everywhere in sewage pipe connection life.Catch-basin connects road surface rain
Waterpipe or building storm sewer, and rainwater is discharged by rain pipe.
At present, because weather, if typhoon weather or plum rain season, within certain time, rainwater discharge capacity meeting
Sharply increase, and the maximum displacement of original drainpipe is limited, causes rainwater on road surface to discharge in time, road forms larger
Ponding, or even building basement formation is threatened, higher property loss will be caused, and the vehicles can not be transported normally
OK.
Utility model content
The purpose of this utility model is to provide a kind of discharge structure of automatic utilization sewage conduct assisted drainage, and it has slow
Solve municipal drainage pressure, solve the advantage of urban rainstorm waterlogging disaster.
Above-mentioned technical purpose of the present utility model technical scheme is that:
A kind of discharge structure of automatic utilization sewage conduct assisted drainage, including catch-basin and bilge well, catch-basin it is upper
Side is provided with rainwater delivery pipe provided with rainwater access tube, downside, and the lower section of bilge well is provided with effluent outfall, the catch-basin and dirt
Buffer well is provided between well, both rainwater conduits are communicated between buffer well and catch-basin, buffer well and bilge well it
Between be communicated with being hinged with the valve of closed sewage conduit, linkage valve in both sewage conduits, buffer well and open or close
Ball float, the distance of ball float to valve is equal to rainwater access tube to the distance of rainwater conduit.
It is arranged such, when rainfall is smaller, discharge rainwater is carried out using catch-basin and rainwater delivery pipe, when rainfall increases, rain
The discharge capacity of water discharge spout has the upper limit, and rainwater is expired to rainwater conduit in catch-basin inner product to be flowed in buffer well, in buffer well
To the temporary transient storage of rainwater, when rainwater continues to increase, the rainwater in catch-basin and buffer well reaches the height of rainwater access tube simultaneously
When spending, ball float is opened valve by the buoyancy of itself, make rainwater borrow in time effluent outfall carry out draining, it is to avoid formed compared with
Big surface gathered water, more avoids and building basement formation is threatened, it is ensured that road surface is unimpeded.
Further set:The buffer well is arranged on apart from bilge well nearby.
It is arranged such, buffer well is close to bilge well side, and catch-basin is longer apart from the distance of buffer well, and the pipeline of setting can
Temporarily to store a part of rainwater, in the case of rainstorm weather not resulting in rainwater quickly overflows.
Further set:The height of the sewage conduit is less than the height of rainwater conduit.
It is arranged such, sewage conduit is relatively low, is easy to the rainwater inside catch-basin to flow to bilge well side.
Further set:The height of the effluent outfall is less than the height of rainwater delivery pipe.
It is arranged such, rainwater is discharged again out of bilge well after catch-basin, and the height of rainwater delivery pipe is relatively low, rainwater
Pressure of the well towards bilge well side is big, is easy to rainwater to flow to the discharge of bilge well side.
Further set:Connected between the valve and ball float by chain, the length of chain is equal to rainwater access tube extremely
The distance of rainwater conduit.
It is arranged such, the length of chain, which is easy to by ball float rise when rainfall is larger, pulls valve.
Further set:The buffer well, which is located at sewage catheter position, is provided with slope, and sewage conduit runs through slope and pipe
Mouth and the planes align on slope, valve include the connecting portion of fixed chain and covered to the supravasal sealing of sewage, sealing
Fitted with slope setting.
It is arranged such, behind increase slope, the mouth of pipe progress for facilitating valve to place on the slope and simultaneously to sewage conduit is close
Envelope.
Further set:The sealing is plate-like, and sealing is provided with rubber blanket towards slope side.
It is arranged such, by the setting of rubber blanket, the sealing of tabular and the gluing, sealing best results on slope.
In summary, the utility model has the advantages that:Above-mentioned discharge structure has the draining of rain dirt shunting
Pipe network, is easy to Specification Design and management, and the drainage pipeline networks of conducting rain dirt shunting is connected by buffer well, under the situation of the heavy rain world,
Blow-off line can be made to discharge rainwater in the lump, increase drainage efficiency, it is to avoid effectiveness factors.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the discharge structure of automatic utilization sewage conduct assisted drainage.
In figure, 1, catch-basin;2nd, buffer well;21st, ball float;22nd, valve;23rd, chain;24th, slope;25th, sealing;3rd, it is dirty
Well;31st, effluent outfall;4th, rainwater conduit;5th, sewage conduit;6th, rainwater access tube;61st, rainwater delivery pipe.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment 1:A kind of discharge structure of automatic utilization sewage conduct assisted drainage, as shown in figure 1, including setting gradually
Catch-basin 1, buffer well 2 and bilge well 3, buffer well 2 is arranged on apart from bilge well 3 nearby, buffer well 2 and catch-basin 1 it
Between be communicated with both rainwater conduits 4, both sewage conduits 5 are communicated between buffer well 2 and bilge well 3, sewage is led
The height of pipe 5 is less than the height of rainwater conduit 4.
The upside of catch-basin 1 is provided with rainwater delivery pipe 61 provided with rainwater access tube 6, downside, and the lower section of bilge well 3 is provided with dirt
Water discharge spout 31, the height of effluent outfall 31 is less than the height of rainwater delivery pipe 61.
Buffer well 2, which is located at the position of sewage conduit 5, is provided with slope 24, and sewage conduit 5 runs through slope 24 and the mouth of pipe and slope
Valve 22, the ball float that opens or closes of linkage valve 22 of closed sewage conduit 5 are hinged with 24 planes align, buffer well 2
21, valve 22 includes the connecting portion of fixed chain 23 and covered to the sealing 25 on sewage conduit 5, and sealing 25 is plate-like,
Sealing 25 is provided with rubber blanket towards the side of slope 24, is fitted by rubber blanket with slope 24 setting.
Connected between valve 22 and ball float 21 by chain 23, the length of chain 23 is led equal to rainwater access tube 6 to rainwater
The distance of pipe 4, makes the distance of ball float 21 to valve 22 be equal to rainwater access tube 6 to the distance of rainwater conduit 4.
Buffer well 2 is arranged on apart from bilge well 3 more nearby, usually discharges rainwater, heavy rain period catch-basin 1 by Storm Sewer Network
Interior water level rises, and rainwater water level exceedes flood level(The height of rainwater conduit 4), rainwater flows into buffer well 2, now, if rainfall
Water level decreasing in reduction, catch-basin 1, rainwater is still discharged by Storm Sewer Network;If rainfall is constant or increases, water level in catch-basin 1, after
It is of continuing rising up to arrive warning line(The height of rainwater access tube 6), indoor and outdoor rainwater can not or else can smoothness be discharged into catch-basin 1, road
Road forms larger ponding, or even building basement formation is threatened, and higher property loss will be caused, in this case, sewage pipe
Possible water level is relatively low in net, and ball float 21 can rise according to the water level in buffer well 2, ball float 21 is increased according to buoyancy and pull work
22 Unscrews of door, rainwater is drained in bilge well 3 and discharged by effluent outfall 31.Once water level decreasing, ball float 21 drops
Low, valve 22 is closed immediately, and the rainwater for being discharged into sewage network is reduced as far as possible.
The above embodiments are only to explain of the present utility model, and it is not to limitation of the present utility model, ability
Field technique personnel can make the modification without creative contribution to the present embodiment as needed after this specification is read, but
As long as all being protected in right of the present utility model by Patent Law.
Claims (7)
1. a kind of discharge structure of automatic utilization sewage conduct assisted drainage, including catch-basin (1) and bilge well (3), catch-basin
(1) upside is provided with rainwater delivery pipe (61) provided with rainwater access tube (6), downside, and the lower section of bilge well (3) is provided with sewage discharge
Manage (31), it is characterised in that:Buffer well (2), buffer well (2) and catch-basin are provided between the catch-basin (1) and bilge well (3)
(1) both rainwater conduits (4) are communicated between, being communicated with both sewage between buffer well (2) and bilge well (3) leads
Manage (5), the ball float that the interior valve (22) for being hinged with closed sewage conduit (5) of buffer well (2), linkage valve (22) are opened or closed
(21), the distance of ball float (21) to valve (22) is equal to rainwater access tube (6) to the distance of rainwater conduit (4).
2. the discharge structure of automatic utilization sewage conduct assisted drainage according to claim 1, it is characterised in that:It is described slow
Well (2) is rushed to be arranged on apart from bilge well (3) nearby.
3. the discharge structure of automatic utilization sewage conduct assisted drainage according to claim 1, it is characterised in that:The dirt
The height of water conduit (5) is less than the height of rainwater conduit (4).
4. the automatic discharge structure using sewage conduct assisted drainage according to claim 1 or 2 or 3, it is characterised in that:
The height of the effluent outfall (31) is less than the height of rainwater delivery pipe (61).
5. the discharge structure of automatic utilization sewage conduct assisted drainage according to claim 4, it is characterised in that:The work
It is connected between door (22) and ball float (21) by chain (23), the length of chain (23) is led equal to rainwater access tube (6) to rainwater
Manage the distance of (4).
6. the discharge structure of automatic utilization sewage conduct assisted drainage according to claim 5, it is characterised in that:It is described slow
Rush well (2) and be provided with slope (24) at sewage conduit (5) position, sewage conduit (5) runs through slope (24) and the mouth of pipe and slope
(24) planes align, valve (22) includes the connecting portion of fixed chain (23) and covered to the sealing on sewage conduit (5)
(25), sealing (25) is fitted setting with slope (24).
7. the discharge structure of automatic utilization sewage conduct assisted drainage according to claim 6, it is characterised in that:It is described close
Envelope portion (25) is plate-like, and sealing (25) is provided with rubber blanket towards slope (24) side.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720004829.8U CN206418567U (en) | 2017-01-03 | 2017-01-03 | The automatic discharge structure using sewage conduct assisted drainage |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720004829.8U CN206418567U (en) | 2017-01-03 | 2017-01-03 | The automatic discharge structure using sewage conduct assisted drainage |
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Publication Number | Publication Date |
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CN206418567U true CN206418567U (en) | 2017-08-18 |
Family
ID=59573467
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CN201720004829.8U Expired - Fee Related CN206418567U (en) | 2017-01-03 | 2017-01-03 | The automatic discharge structure using sewage conduct assisted drainage |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107829491A (en) * | 2017-11-26 | 2018-03-23 | 国家电网公司 | The mosquito proof lock used in bilge well, catch-basin |
CN109024146A (en) * | 2018-07-21 | 2018-12-18 | 四川启创建设工程有限公司 | Expressway slope discharge structure |
CN109778991A (en) * | 2019-03-19 | 2019-05-21 | 广东荣潮拓展建设有限公司 | A kind of drainage pipeline and its construction method |
CN113846734A (en) * | 2021-09-30 | 2021-12-28 | 河北华丰能源科技发展有限公司 | Rain and sewage flow dividing device |
CN114135064A (en) * | 2021-10-30 | 2022-03-04 | 中冶华天南京工程技术有限公司 | Automatic rain and sewage separating device |
CN115247449A (en) * | 2022-05-25 | 2022-10-28 | 杭州利环环境集团有限公司 | Rain and sewage diversion system |
-
2017
- 2017-01-03 CN CN201720004829.8U patent/CN206418567U/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107829491A (en) * | 2017-11-26 | 2018-03-23 | 国家电网公司 | The mosquito proof lock used in bilge well, catch-basin |
CN107829491B (en) * | 2017-11-26 | 2024-01-09 | 国家电网公司 | Mosquito-proof worm floodgate that uses in bilge well, catch basin |
CN109024146A (en) * | 2018-07-21 | 2018-12-18 | 四川启创建设工程有限公司 | Expressway slope discharge structure |
CN109024146B (en) * | 2018-07-21 | 2020-12-22 | 四川启创建设工程有限公司 | Highway side slope drainage structure |
CN109778991A (en) * | 2019-03-19 | 2019-05-21 | 广东荣潮拓展建设有限公司 | A kind of drainage pipeline and its construction method |
CN113846734A (en) * | 2021-09-30 | 2021-12-28 | 河北华丰能源科技发展有限公司 | Rain and sewage flow dividing device |
CN114135064A (en) * | 2021-10-30 | 2022-03-04 | 中冶华天南京工程技术有限公司 | Automatic rain and sewage separating device |
CN115247449A (en) * | 2022-05-25 | 2022-10-28 | 杭州利环环境集团有限公司 | Rain and sewage diversion system |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170818 Termination date: 20220103 |