CN104005470B - Gutter inlet structure with sewage stopping function and diversion function - Google Patents
Gutter inlet structure with sewage stopping function and diversion function Download PDFInfo
- Publication number
- CN104005470B CN104005470B CN201410262726.2A CN201410262726A CN104005470B CN 104005470 B CN104005470 B CN 104005470B CN 201410262726 A CN201410262726 A CN 201410262726A CN 104005470 B CN104005470 B CN 104005470B
- Authority
- CN
- China
- Prior art keywords
- overflow well
- basin
- catch
- rain
- runway
- 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
Landscapes
- Sewage (AREA)
Abstract
The invention relates to the technical field of urban road rainwater processing, in particular to a gutter inlet structure in an urban road rainwater processing system, and specifically discloses the gutter inlet structure with a sewage stopping function and a diversion function. The gutter inlet structure comprises curb, a water inlet, a rainwater well and an overflow well. The water inlet comprises a horizontal water inlet body and a vertical water inlet body. An adjusting water outlet, a first overflow opening and a second overflow opening are formed in a partition between the rainwater well and the overflow well. By means of the gutter inlet structure, overflowing capacity of a gutter inlet is improved, and urban road rainwater drainage capacity can be improved; particles in primary rainwater runoff can be effectively removed; rainwater runoff at different time periods can be discharged, pollution of primary rainwater runoff can be effectively controlled, and regulation, storage and purification can be conducted; the gutter inlet structure integrates the gutter inlet, the curb and the overflow openings, can achieve the drainage function, the sewage stopping function and the diversion function at the same time, and is small in occupied area, convenient to produce and machine in a modularized mode, and convenient to construct, maintain and manage.
Description
Technical field
The present invention relates to urban road rainwater treatment technical field, the rain inlet structure particularly in a kind of urban road rain processing system, specifically a kind of have the rain inlet structure cutting dirty and diverter function.
Background technology
China is in the critical period of building a well-off society in an all-round way, and construction speed is unprecedented, and scale is unprecedented.Road occupies very important status in city construction planning and building, and under Rapid Urbanization, road impermeable surface area constantly increases, and rainwater cannot ooze down and cause surface rain runoff to increase.At present, the ratio that China's urban road accounts for construction land is generally 10 ~ 15%, and abroad some city is even more than 30 ~ 40%.Therefore, in order to coordinate the contradiction in urban development between human and environment, how to hold the relation of road and the urban environment day by day increased, deal carefully with interference and impact that road construction brings environment, water resource etc., just become a significant problem being worth taking seriously.
At present, the road drainage in China city design or based on pipe drainage, in some outskirts of a town or the combination area of city and country based on irrigation canals and ditches draining, the thought total to rainwater is still embodied on " row " word.And the drawback that the quickening of urbanization process makes traditional cities road drainage is day by day obvious, thisly just expose following subject matter with the road drainage system simply discharged as single mode and target:
1, the road pressure that drains off floodwaters is large: in urban sprawl process, the sclerosis underlying surface that a large amount of natural ground is progressively included road replaced, and road perimeter zone hardening ratio also increases day by day; The increase of Permeable stratum area causes city integrated runoff coefficient to increase, heavy rain confluxes rapidly, run-off and runoff peak value are multiplied, road drainage system is also usually responsible for the draining task of periphery gathering ground, therefore the discharge pressure of road must be strengthened, flooding risk increases, and road safety coefficient also declines thereupon; The many cities of China annual rainy seasons causes huge loss and ill effect due to road flood, and the serious ponding etc. as the flood on the road flood damage in Jinan in 2007 and the ground such as Anhui, Chongqing, Beijing many places road, overpass bridge in recent years causes huge the economic loss even loss of people's lives and properties;
2, pavement runoff is seriously polluted: it is the main source that city overland runoff pollutes that pavement runoff pollutes, and city overland runoff pollution is the second largest non point source of pollution being only second to agricultural pollution; Account for the road of city gathering ground about 20%, 50% and 30% are respectively to the contribution of receiving water body suspension and hydrocarbon contamination; The U.S. about has the river of 60% relevant with non-point pollution with the lake pollution of 50%, realizes the city of secondary treatment, and water body BOD load is about 40%-80% from rainfall runoff; Road is very serious to the water pollution of periphery along the line; In rainwater on road surface runoff except containing heavy metal, hydrocarbon etc. to except the large pollutant of environmental hazard, the pollutants such as the oils that vehicle operating brings, the refuse that pedestrian abandons, the chip and pollutant etc. be washed into from garden and other open ground on street, finally all will migrate in water environment under rainwater drip washing, souring, and very large harm will be produced to these waters; Have the place of ecological responsive urban conservation area and important water conservation district at periphery, roadway pollutants more needs to take seriously to biological and diversity and water quality potential threat;
3, rainwater resource runs off serious: China is the country that water resource is comparatively poor, and city year water deficit reaches 60 billion cubic meters; Can not get supplementing in time also creating a series of serious problems due to groundwater mining; Along with expanding economy and rapid urbanization, Urban Water Demand increases day by day, and people will face more severe water shortage problem; Form sharp contrast with it, the rainwater of road surface and perimeter zone flows away in vain from city rain sewage network, and this not only wastes a large amount of valuable rainwater resource, also makes urban drainage pipe network, Wastewater Treatment Plant and water environment can't bear the heavy load; According to rough Statistics many years ago, by 2010, China's urban rainwater total amount will reach 110 billion cubic meters, and China's Application of Urban Rain Water rate is less than 10%, and along with the development in city, waterproof path area increases, and continuation also significantly increases by urban rainwater number of dropouts;
4, environmental destruction is serious: China's urban road construction is in the develop rapidly stage, and speedway total kilometrage more than 3,140,000 kilometers, occupies the second in the world, is only second to the U.S.; The construction of highway and operation inevitably bring environmental disturbances to a certain degree and destruction, as the increase of urban heat land effect, taking and destruction of land resources, vegetation deterioration, air, noise, soil, water pollution, soil erosion, the impact that bio-diversity reduces and is worth quality of life and nature, the human landscape of subjective reflection; Meanwhile, the increase of hardened ground rate makes rainwater be blocked the supplementary of underground water, and then affects city water cycle system.
The urban road conventional discharge of China is mainly through inlet for stom water, and inlet for stom water is usually owing to designing or safeguarding that the improper conveyance capacity that causes reduces, thus causes water on urban streets or waterlogging.
Summary of the invention
Technical problem to be solved by this invention be for inlet for stom water in prior art due to design or safeguard and improperly cause conveyance capacity to reduce thus cause water on urban streets or waterlogging and the shortcomings such as pollutant in early-stage rainwater runoff can not be removed, provide a kind of and there is the rain inlet structure cutting dirty and diverter function.
The present invention solves the technical scheme that its technical problem takes: a kind of have the rain inlet structure cutting dirty and diverter function, comprise road kerb, water inlet, catch-basin and overflow well, road kerb is arranged between runway and greenbelt, catch-basin and overflow well lay respectively at the both sides of road kerb and are separated by partition wall, catch-basin is arranged on below the road surface of runway, overflow well is arranged on greenbelt below ground, it is characterized in that: described water inlet comprises horizontal water inflow mouth and vertical water inlet, horizontal water inflow mouth is all communicated with catch-basin with vertical water inlet, horizontal water inflow mouth is arranged on runway road surface, horizontal water inflow mouth place is provided with the first rain perforaled strainer, vertical water inlet be arranged on road kerb is positioned at runway side wall on, the open top of described overflow well, partition wall between catch-basin and overflow well is offered and adjusts the mouth of a river, the first overfall and the second overfall, adjust the mouth of a river and be communicated with catch-basin and overflow well, first overfall higher than greenbelt ground and lower than the open top of overflow well, the second overfall higher than overflow well open top and above the open-topped side being positioned at overflow well.
Further, described first rain perforaled strainer is inclined on horizontal water inflow mouth, and its edge being positioned at runway side is higher than the edge being positioned at road kerb side.
Further, the height adjusted described in bottom the distance catch-basin of the mouth of a river is not less than the caliber of delivery port.
Further, the second rain perforaled strainer is set at the top open part of described overflow well.
Further, described first rain perforaled strainer is arranged along the direction being parallel to runway extension, and described second rain perforaled strainer is arranged along the direction extended perpendicular to runway.
Further, set up Prefabricated combined septic tank in described catch-basin, described Prefabricated combined septic tank is positioned at the below of the first rain perforaled strainer, and the outside of described Prefabricated combined septic tank is enclosed with filter medium.
Further, the top of described road kerb is provided with the top cover that can open, and what the front end of described top cover was provided with a S shape pulls button.
The present invention is owing to taking technique scheme, and it has following beneficial effect:
Of the present invention have the rain inlet structure cutting dirty and diverter function, by arranging horizontal water inflow mouth and vertical water inlet, the conveyance capacity of inlet for stom water being strengthened, can improve urban road rain-water drainage ability; By arranging Prefabricated combined septic tank, the particle in early-stage rainwater runoff effectively can be removed; By arranging the first overfall and the second overfall, the rainfall runoff of Different periods can be discharged respectively, in conjunction with Prefabricated combined septic tank and greenbelt, effectively can also control the runoff pollution of early-stage rainwater and carrying out purification of regulating and storing; Meanwhile, rain inlet structure of the present invention integrates inlet for stom water, road kerb and overfall, and can realize draining simultaneously, cut function that is dirty and shunting, floor space is little, is convenient to modularized production processing, also constructability and maintenance management.
Accompanying drawing explanation
Fig. 1 is the layout top view of urban road of the present invention;
Fig. 2 is the partial enlarged drawing of Fig. 1;
Fig. 3 is the A-A sectional view of Fig. 1;
Fig. 4 is the B-B sectional view of Fig. 1;
Fig. 5 is the schematic perspective view of rain inlet structure of the present invention;
Fig. 6 is the schematic perspective view of the opposite side of rain inlet structure of the present invention;
Fig. 7 is the structural representation of Prefabricated combined septic tank of the present invention;
In figure: 1, road kerb; 2, water inlet; 3, catch-basin; 4, overflow well; 5, first rain perforaled strainer; 6, adjust the mouth of a river; 7, first overfall; 8, second overfall; 9, second rain perforaled strainer; 10, Prefabricated combined septic tank; 11, top cover; 21, horizontal water inflow mouth; 22, vertical water inlet; 100, runway; 101, greenbelt; 102, partition wall; 103, delivery port; 104, filter medium.
Detailed description of the invention
Below in conjunction with accompanying drawing, content of the present invention is described further.
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5 and Fig. 6, a kind of rain inlet structure with section dirt and diverter function of the present invention, comprise road kerb 1, water inlet 2, catch-basin 3 and overflow well 4, road kerb 1 is arranged between runway 100 and greenbelt 101, and catch-basin 3 and overflow well 4 lay respectively at the both sides of road kerb and separated by partition wall 102.Wherein, described catch-basin 3 is arranged on below the road surface of runway 100, and overflow well 4 is arranged on greenbelt 101 below ground.
Described water inlet 2 comprises horizontal water inflow mouth 21 and vertical water inlet 22, horizontal water inflow mouth 21 is all communicated with catch-basin 3 with vertical water inlet 22, horizontal water inflow mouth 21 is arranged on runway 100 road surface, horizontal water inflow mouth 21 place is provided with the first rain perforaled strainer 5, vertical water inlet 22 be arranged on road kerb 1 is positioned at runway 100 side wall on.By arranging horizontal water inflow mouth 21 and vertical water inlet 22 can make the conveyance capacity of inlet for stom water strengthen, thus improve urban road rain-water drainage ability; And floating thing in rainfall runoff and suspension can be tackled by the first rain perforaled strainer 5.
The open top of described overflow well 4, partition wall 102 between catch-basin 3 and overflow well 4 is offered and adjusts the mouth of a river 6, first overfall 7 and the second overfall 8, adjust the mouth of a river 6 and be communicated with catch-basin 3 and overflow well 4, first overfall 7 higher than greenbelt 101 ground and lower than the open top of overflow well 4, the second overfall 8 higher than overflow well 4 open top and above the open-topped side being positioned at overflow well 4.Due to the ponding speed in catch-basin 3, water level is gone up like this, when the water level of catch-basin 3 is more than the first overfall 7, rainfall runoff then directly enters greenbelt 101 by the first overfall 7; When the Rainfall runoff in greenbelt 101 exceedes its Regulation capacity, rainfall runoff flows in overflow well 4 by the open top of overflow well 4; When the water level of catch-basin 3 is more than the second overfall 8, rainfall runoff then flows into the open top of overflow well 4 by the second overfall 8 thus is entered in overflow well 4 by rainwater.In Fig. 3 and Fig. 6, can know and see that described overflow well 4 is also provided with delivery port 103, the rainwater in overflow well 3 is entered in the catch-basin in greenbelt 101 by delivery port 103.
Shown in Fig. 5, described first rain perforaled strainer 5 is inclined on horizontal water inflow mouth 21, and its edge being positioned at runway 100 side is higher than the edge being positioned at road kerb 1 side.The rainwater on runway 100 road surface can be made like this to flow rapidly in water inlet, prevent surface gathered water.
Overflow well 4 is flowed into lower flow velocity in order to make the rainwater in catch-basin 3, ensure that the rainwater in catch-basin 3 preferentially flows into greenbelt 101 by the first overfall 7, the described caliber adjusting the mouth of a river 6 and be not less than delivery port 103 apart from the height bottom catch-basin 3, what the drainage rates adjusting the mouth of a river 6 was like this far smaller than water inlet 2 enters flow rate, thus plays and adjust sequence effect.
Further, the second rain perforaled strainer 9 is set at the top open part of described overflow well 4.The floating thing in rainfall runoff and suspension can be tackled so further.In fig. 2, described first rain perforaled strainer 5 is arranged along the direction being parallel to runway 100 extension, and described second rain perforaled strainer 9 is arranged along the direction extended perpendicular to runway 100.
As shown in Figure 3 and Figure 7, set up Prefabricated combined septic tank 10 in described catch-basin, described Prefabricated combined septic tank 10 is positioned at the below of the first rain perforaled strainer 5, and the outside of described Prefabricated combined septic tank 10 is enclosed with filter medium 104.Effectively can tackle the particle in early-stage rainwater runoff like this, rainfall runoff is purified.When early-stage rainwater flow velocity is less, first rainwater enters Prefabricated combined septic tank 10, and remove the particle in rainfall runoff, when the flow velocity that becomes a mandarin increases to certain value, rainfall runoff then crosses Prefabricated combined septic tank 10, directly enters in catch-basin 3.
In the present invention, the top of described road kerb 1 is provided with the top cover 11 that can open, and what the front end of described top cover 11 was provided with a S shape pulls button.Top cover 11 is buckled on road kerb 1 at ordinary times, and when needs cleaning is inner, manual unlocking top cover 11 can carry out operation, such constructability and maintenance management.
Above content specifically describes an a kind of rain inlet structure with section dirt and diverter function of the present invention; and in conjunction with the accompanying drawings; but the present invention is not by the limitation of detailed description of the invention content described above; the any improvement carried out according to technical essential of the present invention so all, equivalent modifications and replacement etc., all belong to the scope of protection of the invention.
Claims (5)
1. one kind has the rain inlet structure cutting dirty and diverter function, comprise road kerb, water inlet, catch-basin and overflow well, road kerb is arranged between runway and greenbelt, catch-basin and overflow well lay respectively at the both sides of road kerb and are separated by partition wall, catch-basin is arranged on below the road surface of runway, overflow well is arranged on greenbelt below ground, it is characterized in that: described water inlet comprises horizontal water inflow mouth and vertical water inlet, horizontal water inflow mouth is all communicated with catch-basin with vertical water inlet, horizontal water inflow mouth is arranged on runway road surface, horizontal water inflow mouth place is provided with the first rain perforaled strainer, vertical water inlet be arranged on road kerb is positioned at runway side wall on, the open top of described overflow well, partition wall between catch-basin and overflow well is offered and adjusts the mouth of a river, the first overfall and the second overfall, adjust the mouth of a river and be communicated with catch-basin and overflow well, first overfall higher than greenbelt ground and lower than the open top of overflow well, the second overfall higher than overflow well open top and above the open-topped side being positioned at overflow well, described first rain perforaled strainer is inclined on horizontal water inflow mouth, and its edge being positioned at runway side is higher than the edge being positioned at road kerb side, the described height adjusted bottom the distance catch-basin of the mouth of a river is not less than the caliber of delivery port.
2. according to claim 1 have the rain inlet structure cutting dirty and diverter function, it is characterized in that: arrange the second rain perforaled strainer at the top open part of described overflow well.
3. according to claim 2 have the rain inlet structure cutting dirty and diverter function, it is characterized in that: described first rain perforaled strainer is arranged along the direction being parallel to runway extension, and described second rain perforaled strainer is arranged along the direction extended perpendicular to runway.
4. according to claim 1 have the rain inlet structure cutting dirty and diverter function, and it is characterized in that: set up Prefabricated combined septic tank in described catch-basin, described Prefabricated combined septic tank is positioned at the below of the first rain perforaled strainer, and the outside of described Prefabricated combined septic tank is enclosed with filter medium.
5. according to claim 1 have the rain inlet structure cutting dirty and diverter function, it is characterized in that: the top of described road kerb is provided with the top cover that can open, and what the front end of described top cover was provided with a S shape pulls button.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410262726.2A CN104005470B (en) | 2014-06-13 | 2014-06-13 | Gutter inlet structure with sewage stopping function and diversion function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410262726.2A CN104005470B (en) | 2014-06-13 | 2014-06-13 | Gutter inlet structure with sewage stopping function and diversion function |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104005470A CN104005470A (en) | 2014-08-27 |
| CN104005470B true CN104005470B (en) | 2015-07-15 |
Family
ID=51366356
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410262726.2A Expired - Fee Related CN104005470B (en) | 2014-06-13 | 2014-06-13 | Gutter inlet structure with sewage stopping function and diversion function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104005470B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499034A (en) * | 2016-12-20 | 2017-03-15 | 盐城工学院 | A kind of rainwater utilization system and urban road |
| CN108104240B (en) * | 2017-11-22 | 2023-11-03 | 葳西雨水工程技术（上海）有限公司 | Flood-stagnation, waterlogging-prevention, water-storage, purification and drainage system |
| CN112195718A (en) * | 2020-09-23 | 2021-01-08 | 济南市市政工程设计研究院（集团）有限责任公司 | Curb and rainwater grate integrated structure, drainage system and construction method |
| CN112227501A (en) * | 2020-10-15 | 2021-01-15 | 悉地（苏州）勘察设计顾问有限公司 | Initial rainwater intelligent collecting and distributing gutter inlet and distributing method |
| CN112962770A (en) * | 2021-03-02 | 2021-06-15 | 北京雨人润科生态技术有限责任公司 | Rainwater overflow well |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11158982A (en) * | 1997-11-26 | 1999-06-15 | Sk Engineering Kk | Concrete block with clogging preventive material |
| CN201778383U (en) * | 2010-03-19 | 2011-03-30 | 江苏大学 | Integrated environmental-friendly gutter inlet |
| CN202440922U (en) * | 2011-12-27 | 2012-09-19 | 北京建筑工程学院 | Infiltration system capable of reducing discharge intensity of house surface rainwater |
| CN103233433A (en) * | 2013-04-27 | 2013-08-07 | 上海市政工程设计研究总院（集团）有限公司 | Urban road pavement rainwater collection and utilization system |
-
2014
- 2014-06-13 CN CN201410262726.2A patent/CN104005470B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11158982A (en) * | 1997-11-26 | 1999-06-15 | Sk Engineering Kk | Concrete block with clogging preventive material |
| CN201778383U (en) * | 2010-03-19 | 2011-03-30 | 江苏大学 | Integrated environmental-friendly gutter inlet |
| CN202440922U (en) * | 2011-12-27 | 2012-09-19 | 北京建筑工程学院 | Infiltration system capable of reducing discharge intensity of house surface rainwater |
| CN103233433A (en) * | 2013-04-27 | 2013-08-07 | 上海市政工程设计研究总院（集团）有限公司 | Urban road pavement rainwater collection and utilization system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104005470A (en) | 2014-08-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104005316B (en) | A kind of road kerb that there is draining and cut dirty function | |
| CN103073111B (en) | Urban road rainfall runoff ecological coprocessing device and method | |
| CN103938518B (en) | A kind of road runoff Environmental capacity greening system construction method | |
| CN206971342U (en) | A kind of ecostagnation facility system for sponge urban construction | |
| CN102531282B (en) | Device and method for quality-based rainwater collection, treatment and utilization | |
| CN103088896B (en) | Ecological road shock resistance rainwater utilization system | |
| CN102351316B (en) | Green belt drainage channel artificial wetland device for treating rainfall runoff pollution of road | |
| CN203095721U (en) | Urban road stormwater runoff ecological coprocessing device | |
| CN104005470B (en) | Gutter inlet structure with sewage stopping function and diversion function | |
| KR101105272B1 (en) | Artificial wetland for road for connecting green ecological axis and removing non-point source pollutant | |
| CN202430056U (en) | Green belt gutter constructed wetland device for treatment of road rainfall runoff pollution | |
| CN105735449B (en) | A kind of urban road rainwater collecting and treating system | |
| CN102605852A (en) | Urban rainwater-infiltration ecological system based on low impact development | |
| CN204781254U (en) | Regulation system on reposition of redundant personnel, self -restraint stratum is collected to rainwater | |
| CN202450610U (en) | Rainwater-collecting and contaminant-intercepting system for environment-friendly residential building | |
| CN105421562A (en) | Green belt with initial rainwater road surface runoff purifying function and water storage function | |
| CN105220757A (en) | A kind of combination unit processing road runoff rainwater | |
| CN104032793A (en) | Garden type rainwater impact resistance system used for residential area road | |
| CN103967105A (en) | Housing cluster rainwater ecological drain-off system | |
| CN104532942B (en) | Rainwater purification tree box system | |
| CN105672467A (en) | Primary rainwater purification device | |
| CN111592191A (en) | Low rainwater branch matter is handled and recycling system under development of influence | |
| CN106165568B (en) | It is a kind of for purifying the stepped concave herbaceous field of surface rain runoff | |
| CN105484340A (en) | Rainstorm overflow well with rainwater seepage function | |
| CN205662974U (en) | Environmental rainwater branch matter collection in hillock district holds system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| 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: 20150715 Termination date: 20160613 |