CN206279002U - Sponge urban sewage treatment system - Google Patents
Sponge urban sewage treatment system Download PDFInfo
- Publication number
- CN206279002U CN206279002U CN201621390344.9U CN201621390344U CN206279002U CN 206279002 U CN206279002 U CN 206279002U CN 201621390344 U CN201621390344 U CN 201621390344U CN 206279002 U CN206279002 U CN 206279002U
- Authority
- CN
- China
- Prior art keywords
- pipe
- treatment system
- water
- sterilization device
- sewage treatment
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 31
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 36
- 238000004659 sterilization and disinfection Methods 0.000 claims abstract description 19
- 230000001954 sterilising effect Effects 0.000 claims abstract description 17
- 238000004062 sedimentation Methods 0.000 claims abstract description 10
- 238000004804 winding Methods 0.000 claims abstract description 9
- 238000000605 extraction Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 2
- 230000008569 process Effects 0.000 abstract description 2
- 238000001914 filtration Methods 0.000 description 7
- 238000001556 precipitation Methods 0.000 description 5
- 230000008901 benefit Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 239000010802 sludge Substances 0.000 description 3
- 239000002351 wastewater Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 238000011001 backwashing Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005660 chlorination reaction Methods 0.000 description 1
- 231100000749 chronicity Toxicity 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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- Filtration Of Liquid (AREA)
Abstract
The utility model is related to a kind of sponge urban sewage treatment system, including sedimentation basin, run-off, grid pond, cistern and the filter sterilization device being sequentially connected；PP rainwater module is filled with the cistern and sewage well, backwash tube and winding shaft is provided with, the bottom of the sewage well is provided with the dredge pump for being connected to municipal blow-off pipe, the bottom of the winding shaft is provided with elevator pump, the water side of the elevator pump is connected to backwash tube through backwash control valve, and the water side of the elevator pump is also connected to the water inlet end of filter sterilization device through reuse control valve；The water side of the filter sterilization device is connected with reuse pipe, and blowdown end is connected with municipal blow-off pipe.It is the utility model process is simple, easy for installation, maintainable strong.
Description
Technical field
The utility model is related to water body purification and technical field of sewage, more particularly to building rainwater and effluent disposing system,
It is adapted to sanitary sewage and rainwater in treatment building.
Background technology
Sponge urban construction must comply with the principles such as Ecology Precedence, and natural way is combined with artificial measures, ensure
On the premise of municipal drainage prevention waterlogging safety, accumulation, infiltration and purification of the rainwater in urban area are realized to greatest extent, promote rain
The utilization and ecological environmental protection of water resource.It is not to make a new start to build " sponge city ", replaces traditional drainage system, and
It is the one kind " Reduction of Students' Study Load " and supplement to conventional drainage systems, farthest plays city effect in itself.Built in sponge city
If during, the systematicness of natural precipitation, surface water and groundwater should be planned as a whole, coordinate each rings of water circulation use such as feedwater, draining
Section, and consider its complexity and chronicity.Additionally, sponge urban construction must combine local water resource situation, rainfall rule, water
Environmental protection prevents and treats closely related, the construction suited measures to local conditions such as requirement with waterlogging, while ensureing people life property safety and society
Can economic stability.The scarcity of water resource is increasingly serious with water pollution, and the treatment and recycling of waste water were both realized as one
Economic benefit, can realize the good method of social benefit again.Replace new water with the waste water after treatment, at utmost reduce new water and use
Amount, alleviates the pressure of water resource, and the pollution waste water to environment is reduced to minimum degree.At present, lived in building and used
The treatment technology of water and rainwater there is a problem of being difficult to that reuse water quality is effectively ensured.
The content of the invention
In view of this, the purpose of this utility model is to provide a kind of process is simple, easy for installation, maintainable strong sea
Continuous urban sewage treatment system.
The utility model is realized using following technical scheme to achieve the above object：A kind of sponge municipal sewage treatment system
System, it is characterised in that：Including the sedimentation basin, run-off, grid pond, cistern and the filter sterilization device that are sequentially connected；The storage
PP rainwater module is filled with pond and sewage well, backwash tube and winding shaft is provided with, the bottom of the sewage well is provided with
The dredge pump of municipal blow-off pipe is connected to, the bottom of the winding shaft is provided with elevator pump, and the water side of the elevator pump is through anti-
Washing control valve is connected to backwash tube, and the water side of the elevator pump is also connected to filter sterilization device through reuse control valve
Water inlet end；The water side of the filter sterilization device is connected with reuse pipe, and blowdown end is connected with municipal blow-off pipe.
Further, the sedimentation basin includes 3 grades of mud chambers, and sewage draining exit is arranged above per one-level mud chamber.
Further, the water outlet side of the run-off is provided with overflow pipe and mozzle, and the overflow pipe is located at mozzle
Top.
Further, two grids, including a coarse rack and a fine fack, the lattice have been arranged side by side in the grid pond
The top in grid pond is also correspondingly arranged on two debris extraction openings.
The utility model has the advantages that compared with prior art：Sedimentation basin of the present utility model is using multistage heavy
Form sediment, precipitation is abundant；Grid pond uses classified filtering, and filter effect is good；With overflow mechanism, can be prevented effectively from because of water too
Greatly, causing system to overload cannot intake；Cistern has blowdown, backwashing function, maintainable strong；Overall system architecture
Simply, environmental protection.
Brief description of the drawings
Fig. 1 is system structure diagram of the present utility model.
In figure：1- water inlet pipes；2- sedimentation basins；3- run-offs；4- overflow pipes；5- mozzles；6- grid ponds；7- debris are extracted
Mouthful；8- coarse racks；9- fine facks；10- cisterns；11- blow-off pipes；12- dredge pumps；13- backwash tubes；14- elevator pumps；15-
Sewage well；16- winding shafts；17- backwash control valves；18- reuses control valve；19- filters disinfection room；20- filtering sterilization blowdowns
Pipe；21- filter sterilization devices；22- reuse pipes；23-PP rainwater modules；24- municipal administration blow-off pipes.
Specific embodiment
Below in conjunction with the accompanying drawings and embodiment is described further to the utility model.
Fig. 1 is refer to, the present embodiment provides a kind of sponge urban sewage treatment system, including filter sterilization device and warp
Sedimentation basin 2, run-off 3, grid pond 6 and cistern 10 that mozzle is sequentially connected；
The sedimentation basin 2 includes multi stage precipitation room, is 3 grades of mud chambers in the present embodiment, is easy to carry out fully sewage
Precipitation；Sewage draining exit is arranged above per one-level mud chamber, the sludge to being left in mud chamber is extracted；Sewage is from water inlet
Pipe 1 enters sedimentation basin 2, enters run-off 3 through mozzle after precipitation.
The water outlet side of the run-off 3 is provided with overflow pipe 4 and mozzle 5, and the overflow pipe 4 is located at the upper of mozzle 5
Side, mozzle 5 is used to for sewage to import grid pond 6；Overflow pipe 4 act as：When the water level in run-off 3 is higher than overflow pipe 4
When, sewage drains into municipal pipeline by overflow pipe 4.
Be arranged side by side two grids in the grid pond 6, including front end coarse rack 8 and the fine fack 9 of rear end, thick lattice
Grid 8 are filtered to bulky grain debris, and fine fack 9 carries out secondary filter to tiny debris；The top of the grid pond 6 also corresponds to
Two debris extraction openings 7 are provided with, are respectively used to extract remaining debris after coarse rack 8 and the filtering of fine fack 9；Through secondary filter
Sewage afterwards enters cistern 10.
PP rainwater module 23 is filled with the cistern 10 and sewage well 15, backwash tube 13 and winding shaft is provided with
16, the bottom of the sewage well 15 and winding shaft 16 is provided with space and is communicated with PP rainwater module 23；The PP rainwater module 23
Sewage is filtered；The bottom of the sewage well 15 is provided with dredge pump 12, and dredge pump 12 is connected to municipal administration through blow-off pipe 11
Blow-off pipe 24, municipal blow-off pipe 24 is entered by sludge extraction heel row；The bottom of the winding shaft 16 is provided with elevator pump 14, described to carry
The water side for rising pump 14 is connected to backwash tube 13 through backwash control valve 17, and the water side of the elevator pump 14 is also through reuse control
Valve processed 18 is connected to the water inlet end of filter sterilization device 21；When reuse control valve 18 is closed, when opening backwash control valve 17, carry
Rise during the water after pump 14 will be filtered through PP rainwater module 23 drains into backwash tube 13, cistern 10 is backwashed；Work as opening
Reuse controls valve 18, and when closing backwash control valve 17, the water after being filtered through PP rainwater module 23 is drained into filtering by elevator pump 14
In chlorination equipment 21.
The filter sterilization device 21 be arranged on filtering disinfection room 19 in, the normal water side of the filter sterilization device with
Reuse pipe 22 is connected, and is easy to recycle；The blowdown end of filter sterilization device is through filtering sterilization blow-off pipe 20 and municipal blow-off pipe
24 connections, the sludge after filtering is entered in municipal blow-off pipe 24.
The foregoing is only preferred embodiment of the present utility model, it is all according to present utility model application the scope of the claims done it is equal
Deng change and modification, should all belong to covering scope of the present utility model.
Claims (4)
1. a kind of sponge urban sewage treatment system, it is characterised in that：Including be sequentially connected sedimentation basin, run-off, grid pond,
Cistern and filter sterilization device；PP rainwater module is filled with the cistern and is provided with sewage well, backwash tube and is carried
Gug, the bottom of the sewage well is provided with the dredge pump for being connected to municipal blow-off pipe, and the bottom of the winding shaft is provided with and carries
Pump is risen, the water side of the elevator pump is connected to backwash tube through backwash control valve, and the water side of the elevator pump also passes through back
The water inlet end of filter sterilization device is connected to control valve；The water side of the filter sterilization device is connected with reuse pipe, blowdown
End is connected with municipal blow-off pipe.
2. sponge urban sewage treatment system according to claim 1, it is characterised in that：The sedimentation basin includes 3 grades and sinks
Shallow lake room, sewage draining exit is arranged above per one-level mud chamber.
3. sponge urban sewage treatment system according to claim 1, it is characterised in that：The water outlet side of the run-off sets
Overflow pipe and mozzle are equipped with, the overflow pipe is located at the top of mozzle.
4. sponge urban sewage treatment system according to claim 1, it is characterised in that：It is arranged side by side in the grid pond
The top for having two grids, including a coarse rack and a fine fack, the grid pond is also correspondingly arranged on two debris extraction openings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621390344.9U CN206279002U (en) | 2016-12-19 | 2016-12-19 | Sponge urban sewage treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621390344.9U CN206279002U (en) | 2016-12-19 | 2016-12-19 | Sponge urban sewage treatment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206279002U true CN206279002U (en) | 2017-06-27 |
Family
ID=59072980
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621390344.9U Expired - Fee Related CN206279002U (en) | 2016-12-19 | 2016-12-19 | Sponge urban sewage treatment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206279002U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110845029A (en) * | 2019-11-30 | 2020-02-28 | 曾庆哲 | Sponge municipal sewage treatment system |
| CN112411668A (en) * | 2020-11-05 | 2021-02-26 | 广州理工学院 | Sponge urban water storage system |
-
2016
- 2016-12-19 CN CN201621390344.9U patent/CN206279002U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110845029A (en) * | 2019-11-30 | 2020-02-28 | 曾庆哲 | Sponge municipal sewage treatment system |
| CN110845029B (en) * | 2019-11-30 | 2020-10-09 | 淮北金辉绿建科技有限责任公司 | Sponge municipal sewage treatment system |
| CN112411668A (en) * | 2020-11-05 | 2021-02-26 | 广州理工学院 | Sponge urban water storage system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170627 |