CN107060056A - A kind of municipal drainage system - Google Patents
A kind of municipal drainage system Download PDFInfo
- Publication number
- CN107060056A CN107060056A CN201710490016.9A CN201710490016A CN107060056A CN 107060056 A CN107060056 A CN 107060056A CN 201710490016 A CN201710490016 A CN 201710490016A CN 107060056 A CN107060056 A CN 107060056A
- Authority
- CN
- China
- Prior art keywords
- sump
- subsider
- sewer
- hydrostatic
- dividing plate
- 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.)
- Granted
Links
- 230000002706 hydrostatic effect Effects 0.000 claims abstract description 33
- 238000004062 sedimentation Methods 0.000 claims description 18
- 239000007787 solid Substances 0.000 claims 1
- 238000005516 engineering process Methods 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 15
- 230000004888 barrier function Effects 0.000 description 7
- 230000009467 reduction Effects 0.000 description 4
- 230000003139 buffering effect Effects 0.000 description 3
- 238000001914 filtration Methods 0.000 description 3
- 238000007667 floating Methods 0.000 description 3
- 239000006228 supernatant Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000000034 method Methods 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
- 230000008569 process Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
- E03F5/0403—Gullies for use in roads or pavements with a sediment trap
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
- E03F5/0404—Gullies for use in roads or pavements with a permanent or temporary filtering device; Filtering devices specially adapted therefor
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
Prevented waterlogging field of engineering technology the present invention relates to municipal drainage, more particularly to a kind of municipal drainage system is provided with cover plate for sewer port at the top of sump；The bottom of sump is connected with subsider one end；The subsider other end is connected with sewer；The basal surface of subsider and the basal surface of sump are in same level；The inner bottom wall of sump is fixedly installed hydrostatic dividing plate；Hydrostatic dividing plate is arranged on the underface of weather board；The madial wall of sump is provided with the guide groove matched with kickboard；The quantity of guide groove is two；Guide groove is vertically extended at weather board from the bottom of sump；Guide groove is symmetrical set in the inner chamber of sump；The two ends of kickboard are inserted respectively into two guide grooves；Kickboard is arranged between subsider and hydrostatic dividing plate.When using the present invention, the structure avoids more debris from entering inside sewer, sewer is kept unimpeded, ensures the drainability of sewer to the utmost.
Description
Technical field
The present invention relates to municipal drainage prevention waterlogging field of engineering technology, more particularly to a kind of municipal drainage system.
Background technology
With the quickening of urbanization process, municipal drainage system is a very important people's livelihood engineering.Summer is the earth
Heavy rain is brought, it is necessary to which unimpeded drainage system road pavement carries out draining；But often due to drainage system silts up, make drainage system not
It is unimpeded, cause the reduction of channel drainability, form surface gathered water, road conditions is become complicated, influence vehicle traveling；Due to sewer
Limited area, the water entered from manhole cover inside husky well directly enters sewer；As debris is assembled in pipeline, under making
The water flowing section of water channel tails off, and drainability is deteriorated.
Therefore be necessary to carry out further technological innovation to existing municipal drainage system.
The content of the invention
It is reasonable in design, make in view of the defects and deficiencies of the prior art, the present invention intends to provide one kind is simple in construction
Use convenient municipal drainage system.
To achieve the above object, the technical solution adopted by the present invention is：
A kind of municipal drainage system of the present invention, it includes sump, subsider, sewer and kickboard；It is described to catchment
Cover plate for sewer port is provided with the top of well；The cover plate for sewer port is set in netted；The subsider is arranged on sump
Between sewer；The bottom of the sump is connected with subsider one end；The subsider other end connects with sewer
It is logical；Level height of the level height of the sewer basal surface higher than sedimentation bottom surface；The basal surface of the subsider with
The basal surface of sump is in same level；The madial wall of the sump is fixedly installed weather board；The weather board
It is positioned close to subsider side；The weather board seals the partial cross section of sump；The inner bottom wall of the sump is fixed and set
It is equipped with hydrostatic dividing plate；The left and right sides wall of the hydrostatic dividing plate is tightly connected with sump；The hydrostatic dividing plate, which is arranged on, leads
The underface of water plate；The madial wall of the sump is provided with the guide groove matched with kickboard；The quantity of the guide groove is
Two；The guide groove is vertically extended at weather board from the bottom of sump；The guide groove is in sump
Chamber is symmetrical set；The two ends of the kickboard are inserted respectively into two guide grooves；The kickboard is arranged on subsider and hydrostatic
Between dividing plate.
Further, the inner bottom wall of the subsider is provided with several sedimentation plates；The side of the sedimentation plate and subsider
Wall is tightly connected；The sedimentation plate is arranged between sewer and kickboard.
Further, it is fixedly installed support block on the side wall of the sump；Set on the side wall of the hydrostatic dividing plate
Trample frame；The frame of trampling is arranged far from subsider side；Described frame one end of trampling is hinged with hydrostatic dividing plate；It is described to step on
Step on the upper surface that the frame other end is pressed on support block.
After said structure, the present invention has the beneficial effect that：A kind of municipal drainage system of the present invention, sump
Top is provided with cover plate for sewer port；Subsider is arranged between sump and sewer；The bottom of sump and subsider one
End is connected；The subsider other end is connected with sewer；The basal surface of subsider and the basal surface of sump are in same
Horizontal plane；The madial wall of sump is fixedly installed weather board；Weather board is positioned close to subsider side；Weather board sealing collection
The partial cross section of well；The inner bottom wall of sump is fixedly installed hydrostatic dividing plate；The left and right sides wall of hydrostatic dividing plate is with catchmenting
Well is tightly connected；Hydrostatic dividing plate is arranged on the underface of weather board；The madial wall of sump is provided with and leading that kickboard matches
To groove；The quantity of guide groove is two；Guide groove is vertically extended at weather board from the bottom of sump；Guide groove exists
The inner chamber of sump is symmetrical set；The two ends of kickboard are inserted respectively into two guide grooves；Kickboard be arranged on subsider with it is quiet
Between water dividing plate.Using the present invention when, rainwater after the cover plate for sewer port filtering foreign that volume is larger falls, rainwater by
In the barrier of weather board, it is only capable of being flowed into the A of region；Then rainwater is after buffering and preliminary sedimentation, and a part of debris is stayed in
In the A of region, water level flows out higher than the rainwater of hydrostatic partition part from advection at hydrostatic dividing plate in hydrostatic dividing plate, and what is then floated is miscellaneous
Thing is obstructed by kickboard, it is impossible to which continuation is flowed forward, and rainwater is continuously introduced in subsider and further settled, in subsider
The more clear water in upper surface is flowed into sewer；Sink by torrent rainwater reduction of speed, preliminary sedimentation, barrier floating object and then again
Drop, last subsider goes out supernatant liquor and is flowed into sewer, it is ensured that it is relatively low to flow into sewer moisture granularity, and sump and
Subsider needs to be timed blowdown, and the structure avoids more debris from entering inside sewer, sewer is kept unimpeded, pole
Ensure to limits the drainability of sewer.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is A in Fig. 1 to cross section view；
Description of reference numerals：
1st, cover plate for sewer port；2nd, sump；201st, guide groove；3rd, weather board；4th, frame is trampled；
5th, support block；6th, hydrostatic dividing plate；7th, plate is settled；8th, subsider；9th, sewer；
10th, kickboard；11st, region A.
Embodiment
The present invention is further illustrated below in conjunction with the accompanying drawings.
As shown in Fig. 1 to 2, a kind of municipal drainage system of the present invention, it include sump 2, subsider 8, under
Water channel 9 and kickboard 10；The top of the sump 2 is provided with cover plate for sewer port 1；The cover plate for sewer port 1 is set in netted
Put；The subsider 8 is arranged between sump 2 and sewer 9；The bottom of the sump 2 connects with the one end of subsider 8
It is logical；The other end of subsider 8 is connected with sewer 9；The level height of the basal surface of sewer 9 is higher than the bottom of subsider 8
The level height on surface；The basal surface of the subsider 8 is in same level with the basal surface of sump 2；It is described to catchment
The madial wall of well 2 is fixedly installed weather board 3；The weather board 3 is positioned close to the side of subsider 8；The weather board 3 is sealed
The partial cross section of sump 2；The inner bottom wall of the sump 2 is fixedly installed hydrostatic dividing plate 6；The left and right of the hydrostatic dividing plate 6
Two side is tightly connected with sump 2；The hydrostatic dividing plate 6 is arranged on the underface of weather board 3；The sump 2 it is interior
Side wall is provided with the guide groove 201 matched with kickboard 10；The quantity of the guide groove 201 is two；The guide groove 201 from
The bottom of sump 2 is vertically extended at weather board 3；The guide groove 201 is in symmetrically to set in the inner chamber of sump 2
Put；The two ends of the kickboard 10 are inserted respectively into two guide grooves 201；The kickboard 10 be arranged on subsider 8 and hydrostatic every
Between plate 6；Rainwater after the filtering foreign that volume is larger of cover plate for sewer port 1 falls, rainwater due to the barrier of weather board 3,
It is only capable of being flowed into the A11 of region；Then rainwater is after buffering and preliminary sedimentation, and a part of debris is stayed in the A11 of region, hydrostatic
Water level flows out higher than the rainwater of the part of hydrostatic dividing plate 6 from advection at hydrostatic dividing plate 6 in dividing plate 6, and the debris then floated is by kickboard
10 barriers, it is impossible to which continuation is flowed forward, rainwater is continuously introduced in subsider 8 and further settled, in the upper table of subsider 8
The more clear water in face is flowed into sewer 9；Settle by torrent rainwater reduction of speed, preliminary sedimentation, barrier floating object and then again,
Last subsider 8 goes out supernatant liquor and is flowed into sewer 9, it is ensured that the inflow moisture granularity of sewer 9 is relatively low, and sump 2
Need to be timed blowdown with subsider 8, the structure avoids more debris from entering inside sewer, sewer is kept smooth
It is logical, ensure the drainability of sewer to the utmost.
As a kind of preferred embodiment of the present invention, the inner bottom wall of the subsider 8 is provided with several sedimentation plates 7；Sedimentation
Plate 7 is arranged in order along water (flow) direction；The side wall of the sedimentation plate 7 and subsider 8 is tightly connected；The sedimentation plate 7 is arranged on
Between sewer 9 and kickboard 10；Multiple layer settlement plate 7 is set, particle concentration in the water of sewer 9 is lowered into.
As a kind of preferred embodiment of the present invention, support block 5 is fixedly installed on the side wall of the sump 2；It is described quiet
It is provided with the side wall of water dividing plate 6 and tramples frame 4；The frame 4 of trampling is arranged far from the side of subsider 8；It is described to trample the one end of frame 4
It is hinged with hydrostatic dividing plate 6；It is described to trample the upper surface that the other end of frame 4 is pressed on support block 5；Setting tramples frame 4 for constructor
Member enter inside drainage system overhauled, deslagging etc. provides a foothold, trample the setting of frame 4 and reticulate.
Using the present invention when, rainwater after the cover plate for sewer port filtering foreign that volume is larger falls, rainwater due to
The barrier of weather board, is only capable of being flowed into the A of region；Then rainwater is after buffering and preliminary sedimentation, and a part of debris stays in area
In the A of domain, water level flows out higher than the rainwater of hydrostatic partition part from advection at hydrostatic dividing plate in hydrostatic dividing plate, the debris then floated
Obstructed, it is impossible to which continuation is flowed forward, rainwater is continuously introduced in subsider and further settled, set in subsider by kickboard
Multiple layer settlement plate, is lowered into particle concentration in sewer water；In subsider upper surface, more clear water is flowed into sewer；
Settle by torrent rainwater reduction of speed, preliminary sedimentation, barrier floating object and then again, last subsider goes out supernatant liquor and is flowed into
In sewer, it is ensured that inflow sewer moisture granularity is relatively low, and sump and subsider need to be timed blowdown, the structure
Avoid more debris from entering inside sewer, sewer is kept unimpeded, ensure the drainability of sewer to the utmost；
Setting trample frame entered for workmen inside drainage system overhauled, one foothold of offer such as deslagging, trample erection
It is set to netted.
Described above is only the better embodiment of the present invention, therefore all constructions according to described in present patent application scope,
The equivalent change or modification that feature and principle are done, is included in the range of present patent application.
Claims (3)
1. a kind of municipal drainage system, it is characterised in that：It includes sump（2）, subsider（8）, sewer（9）And kickboard
（10）；The sump（2）Top be provided with cover plate for sewer port（1）；The cover plate for sewer port（1）Set in netted；
The subsider（8）It is arranged on sump（2）With sewer（9）Between；The sump（2）Bottom and subsider（8）One
End is connected；The subsider（8）The other end and sewer（9）It is connected；The sewer（9）The level height of basal surface is high
In subsider（8）The level height of basal surface；The subsider（8）Basal surface and sump（2）Basal surface be in together
One horizontal plane；The sump（2）Madial wall be fixedly installed weather board（3）；The weather board（3）It is positioned close to sedimentation
Groove（8）Side；The weather board（3）Seal sump（2）Partial cross section；The sump（2）Inner bottom wall be fixedly installed
There is hydrostatic dividing plate（6）；The hydrostatic dividing plate（6）Left and right sides wall and sump（2）It is tightly connected；The hydrostatic dividing plate
（6）It is arranged on weather board（3）Underface；The sump（2）Madial wall be provided with and kickboard（10）The guiding matched
Groove（201）；The guide groove（201）Quantity be two；The guide groove（201）From sump（2）Bottom along vertical side
To extending to weather board（3）Place；The guide groove（201）In sump（2）Inner chamber be symmetrical set；The kickboard（10）'s
Two ends are inserted respectively into two guide grooves（201）It is interior；The kickboard（10）It is arranged on subsider（8）With hydrostatic dividing plate（6）Between.
2. a kind of municipal drainage system according to claim 1, it is characterised in that：The subsider（8）Inner bottom wall set
It is equipped with several sedimentation plates（7）；The sedimentation plate（7）With subsider（8）Side wall be tightly connected；The sedimentation plate（7）If
Put in sewer（9）With kickboard（10）Between.
3. a kind of municipal drainage system according to claim 1, it is characterised in that：The sump（2）Side wall on it is solid
Surely it is provided with support block（5）；The hydrostatic dividing plate（6）Side wall on be provided with and trample frame（4）；It is described to trample frame（4）It is arranged on
Away from subsider（8）Side；It is described to trample frame（4）One end and hydrostatic dividing plate（6）It is hinged；It is described to trample frame（4）The other end is supported
It is pressed in support block（5）Upper surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710490016.9A CN107060056B (en) | 2017-06-25 | 2017-06-25 | A kind of municipal drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710490016.9A CN107060056B (en) | 2017-06-25 | 2017-06-25 | A kind of municipal drainage system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107060056A true CN107060056A (en) | 2017-08-18 |
| CN107060056B CN107060056B (en) | 2019-06-04 |
Family
ID=59613415
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710490016.9A Expired - Fee Related CN107060056B (en) | 2017-06-25 | 2017-06-25 | A kind of municipal drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107060056B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643325A (en) * | 2018-06-01 | 2018-10-12 | 衢州市科诚技术开发有限公司 | A kind of municipal drainage system |
| CN108755904A (en) * | 2018-06-01 | 2018-11-06 | 衢州市科诚技术开发有限公司 | A kind of novel municipal drainage system |
| CN108755899A (en) * | 2018-06-01 | 2018-11-06 | 衢州市科诚技术开发有限公司 | Municipal drainage system |
| CN110374180A (en) * | 2019-07-24 | 2019-10-25 | 漳州市龙文第三建筑工程有限公司 | A kind of municipal drainage system |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030034286A1 (en) * | 2001-08-14 | 2003-02-20 | Butler George R. | Flow through drain filter for a stormwater or wastewater catch basin |
| US20050072738A1 (en) * | 2003-10-07 | 2005-04-07 | Weir Robert K. | Method and apparatus for separating oil and debris from water run-off |
| CN101265722A (en) * | 2008-05-12 | 2008-09-17 | 北京市水利科学研究所 | Environment-friendly type roads rain inlet |
| KR20110076365A (en) * | 2009-12-29 | 2011-07-06 | (주)에이치엠씨 | Drainage trap of the catch-pit |
| CN204781288U (en) * | 2015-07-22 | 2015-11-18 | 孙正沿 | Multi -functional safe sewer inspection shaft device |
| KR20160057682A (en) * | 2014-11-14 | 2016-05-24 | 한성재 | Filter linked to the drainage pipe in the manhole to separate deposits and trashes from rain water and to minimize the drainage smell. |
| CN205314159U (en) * | 2016-01-22 | 2016-06-15 | 郑州大学 | Retrieval and utilization device is collected to small -size rainwater |
| CN105971097A (en) * | 2016-04-19 | 2016-09-28 | 武汉圣禹排水系统有限公司 | Floating slag intercepting system for regulating storage tank |
-
2017
- 2017-06-25 CN CN201710490016.9A patent/CN107060056B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030034286A1 (en) * | 2001-08-14 | 2003-02-20 | Butler George R. | Flow through drain filter for a stormwater or wastewater catch basin |
| US20050072738A1 (en) * | 2003-10-07 | 2005-04-07 | Weir Robert K. | Method and apparatus for separating oil and debris from water run-off |
| CN101265722A (en) * | 2008-05-12 | 2008-09-17 | 北京市水利科学研究所 | Environment-friendly type roads rain inlet |
| KR20110076365A (en) * | 2009-12-29 | 2011-07-06 | (주)에이치엠씨 | Drainage trap of the catch-pit |
| KR20160057682A (en) * | 2014-11-14 | 2016-05-24 | 한성재 | Filter linked to the drainage pipe in the manhole to separate deposits and trashes from rain water and to minimize the drainage smell. |
| CN204781288U (en) * | 2015-07-22 | 2015-11-18 | 孙正沿 | Multi -functional safe sewer inspection shaft device |
| CN205314159U (en) * | 2016-01-22 | 2016-06-15 | 郑州大学 | Retrieval and utilization device is collected to small -size rainwater |
| CN105971097A (en) * | 2016-04-19 | 2016-09-28 | 武汉圣禹排水系统有限公司 | Floating slag intercepting system for regulating storage tank |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643325A (en) * | 2018-06-01 | 2018-10-12 | 衢州市科诚技术开发有限公司 | A kind of municipal drainage system |
| CN108755904A (en) * | 2018-06-01 | 2018-11-06 | 衢州市科诚技术开发有限公司 | A kind of novel municipal drainage system |
| CN108755899A (en) * | 2018-06-01 | 2018-11-06 | 衢州市科诚技术开发有限公司 | Municipal drainage system |
| CN108755899B (en) * | 2018-06-01 | 2020-11-10 | 安徽智时代科技有限公司 | Municipal drainage system |
| CN110374180A (en) * | 2019-07-24 | 2019-10-25 | 漳州市龙文第三建筑工程有限公司 | A kind of municipal drainage system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107060056B (en) | 2019-06-04 |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20190508 Address after: 528000 Room 1308, No. 12 Jianping Road, Guicheng Street, Nanhai District, Foshan City, Guangdong Province Applicant after: Guangdong Shunshao Construction Engineering Co., Ltd. Address before: 528429 No. 63 Xinfeng North Road, Huangpu Town, Zhongshan City, Guangdong Province Applicant before: Wu Shuxia |
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Granted publication date: 20190604 Termination date: 20200625 |
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| CF01 | Termination of patent right due to non-payment of annual fee |