CN207988098U - A kind of road oozes drainage system - Google Patents
A kind of road oozes drainage system Download PDFInfo
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- CN207988098U CN207988098U CN201820301584.XU CN201820301584U CN207988098U CN 207988098 U CN207988098 U CN 207988098U CN 201820301584 U CN201820301584 U CN 201820301584U CN 207988098 U CN207988098 U CN 207988098U
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Abstract
The utility model is related to a kind of roads to ooze drainage system, road includes greening section and non-greening section, it includes kerbstone filtration module and inlet for stom water drain assembly to ooze drainage system, and kerbstone filtration module is set to the side in greening section, and between green belt and greening section road surface；Inlet for stom water drain assembly is set to the side in non-greening section；Kerbstone filtration module includes cutting dirty slot and kerbstone, cuts the side that dirty slot is set to greening section road surface, and kerbstone, which is set to, to be cut between dirty slot and green belt；There is permeable structure, permeable structure to be connected to dirty slot is cut in kerbstone.The road oozes drainage system and the different drainage systems that oozes is respectively set to the different disposal demand of rainwater for non-greening section and greening section, road is absorbed water in lower rainwater, water storage, infiltration, water purification, use is irrigated by the water stored " release " when needing and for roadside greening area, the pollution of area source abatement and rainfall runoff control for sponge city play the role of good.
Description
Technical field
The application belongs to road drainage systems technology field, and in particular to a kind of road oozes drainage system, is applied to sea
Continuous urban construction.
Background technology
With greatly developing for city, urban development is faced with huge environment and resource pressure, in city development construction
While, the ecosystem is destroyed to a certain extent, has upset hydrology function, and city is caused to be only capable of relying on when facing heavy showers
City planting ductwork drain, cause effectiveness factors to take place frequently, runoff pollution it is serious, bring Ecology destruction, water security risk, water environment
The problems such as pollution and shortage of water resources, therefore " sponge city " construction theory is come into being.
Construction theory based on sponge city, urban road, which should at least have, oozes drain function.To realize road infiltration,
Using permeable cement, laying water-permeable brick when pavement of road is constructed, so that surface gathered water quickly penetrates into below road surface in soil layer.For reality
Existing road drainage, inlet for stom water, construction inconvenience is arranged in trepanning on road kurb stone, and also needs to interrupt open kerbstone sometimes
Mouthful, influence road beauty.
Although can realize " infiltration " and " draining " function using the above-mentioned urban road for oozing discharge structure, it is the absence of pair
" storing " and " recycling " function of rainwater, and good sponge urban road should be able in lower rainwater water suction, water storage, ooze
Water, water purification by the water stored " release " and are used when needing, and irrigate and use for roadside greening area.
Invention content
In order to solve the above technical problems, the utility model, which provides a kind of road, oozes drainage system, can be inhaled in lower rainwater
Water, water storage, infiltration, water purification by the water stored " release " and are used when needing, and irrigate and use for roadside greening area.
Technical solution is used by realizing the utility model aim, and a kind of road oozes drainage system, and the road includes
Section and non-greening section are afforested, at least side in the greening section is equipped with green belt；
The drainage system that oozes includes kerbstone filtration module and inlet for stom water drain assembly, and the kerbstone filtration module is set
It is placed in the side in the greening section, and between the green belt and the greening section road surface；The inlet for stom water row
Water assembly is set to the side in the non-greening section；
The kerbstone filtration module includes cutting dirty slot and kerbstone, and described section of dirty slot is set to the greening section road surface
Side, the kerbstone is set to described cut between dirty slot and the green belt；
There is permeable structure, the permeable structure to be connected to described section of dirty slot in the kerbstone.
Preferably, the kerbstone upper edge short transverse offers spout hole and osculum, the spout hole and institute successively
Osculum is stated to be connected to described section of dirty slot.
Preferably, the cell wall close to the green belt side of described section of dirty slot thickeies, and is provided with a cavity, institute
Kerbstone is stated to be installed in the cavity.
Preferably, overflow deflector hole and draining deflector hole, institute are offered in the cell wall of the thickening successively along short transverse
It states overflow deflector hole to be connected to the spout hole, the draining deflector hole is connected to the osculum.
Preferably, it is mounted on filter screen at the communication port of the spout hole and the osculum on described section of dirty slot.
Preferably, the spout hole is not less than the soil surface of the green belt.
Preferably, the green belt is greenbelt, sunk type greenery patches or Rain Garden.
Preferably, it is covered with double-edged fine-toothed comb on described section of dirty slot.
Preferably, the kerbstone is slag-based permeable road kerb, and dirty slot is cut in the top of the kerbstone higher than described；Institute
The road surface for stating greening section and/or the non-greening section is infiltration road surface.
Preferably, described section of dirty slot is set to the low-lying place of the greening section road surface side, is arranged in described section of dirty slot
There is Prefabricated combined septic tank.
Compared with prior art, road provided by the utility model oozes drainage system, for road non-greening section and
Greening section be correspondingly arranged respectively two sets it is different ooze drainage system, the side setting inlet for stom water in specially non-greening section drains
Component, inlet for stom water drain assembly use existing inlet for stom water drainage pipeline networks structure, realize road drainage.The side in greening section is set
Kerbstone filtration module is set, in lower rainwater water storage, water purification, is irrigated the water stored " release " for roadside greening area when fine day needs
It uses.
The kerbstone filtration module includes cutting dirty slot and kerbstone, cuts the side that dirty slot is set to the greening section road surface
Side, the rainfall runoff on road surface, which flows directly into, when raining cuts in dirty slot, plays the role of rainwater accumulation and precipitated mud and sand impurity.Road
Kerb, which is set to, to be cut between dirty slot and green belt, is had the permeable structure being connected to section dirty slot in kerbstone, is cut in dirty slot and accumulate
Rainwater green belt is entered by permeable structure, play the role of irrigate green belt.
The road oozes drainage system and is set respectively to the different disposal demand of rainwater for non-greening section and greening section
It sets and different oozes drainage system so that road can be in lower rainwater water suction, water storage, infiltration, water purification, the water that will be stored when needing
" release " and use is irrigated for roadside greening area, the pollution of area source abatement and rainfall runoff control for sponge city play good
Effect.
Description of the drawings
Fig. 1 is the structural schematic diagram that road provided by the utility model oozes drainage system；
Fig. 2 is the installation diagram of kerbstone filtration module in the utility model embodiment 1；
Fig. 3 is the installation diagram of kerbstone filtration module in the utility model embodiment 2.
Reference sign：The non-greening sections 100-；200- afforests section；300- inlet for stom water drain assemblies；400- curbs
Stone filtration module；500- driveways；The pavements 600-, the green belt 61-, 62- water-permeable bricks；The road surfaces 10-；20- kerbstones, 21- overflow
Discharge orifice, 22- osculums, 23- curb stone foundations；The flat stones of 30-；40- cuts dirty slot, 41- cavitys, 42- overflow deflector holes, 43- drainings
Deflector hole；50- double-edged fine-toothed combs；60- filter screens；70- Prefabricated combined septic tanks；The flat grated inlets of 80-；90- inlet for stom water double-edged fine-toothed combs.
Specific implementation mode
In order to make the application the technical staff in the technical field be more clearly understood that the application, below in conjunction with the accompanying drawings,
Technical scheme is described in detail by specific embodiment.
Embodiment 1：
Referring to Fig. 1, a kind of road oozes drainage system, which is urban road, including non-greening section 100 and afforests road
Section 200, non-greening section 100 are generally the branch river conjunction for having vehicle to come in and go out；Afforest the setting of the interval of section 200, in one side or
Person both sides are equipped with green belt 61.Non- greening section 100 and greening section 200 are including driveway 500 in road transverse direction
With pavement 600, driveway 500 is equipped with flat stone mainly for motor-driven vehicle going, the i.e. road surface 10 of road, in the side on road surface 10
30, flat stone 30 is between main road face and kerbstone 20.The absolute altitude on pavement 600 is higher than driveway 500, and kerbstone 20 connects vehicle
Trade 500 and pavement 600, it is step-like at level-one.Pavement 600 includes walking road and green belt 61, and walking road is by water-permeable brick
62 are laid with, and are travelled for pedestrian and non motorized vehicle；Green belt is specially greenbelt, and the interval between greenbelt is worn for pedestrian
The soil surface of row, greenbelt is less than road surface 10.
For non-greening section 100 and greening section 200, it includes 300 He of inlet for stom water drain assembly to ooze drainage system correspondence
Kerbstone filtration module 400.The installation place of inlet for stom water drain assembly 300 and kerbstone filtration module 400 is slightly below road surface 10,
When raining, the rainfall runoff on road surface flows in the directions A along Fig. 1, and finally flows into and ooze drainage system.
Specifically, inlet for stom water drain assembly 300 is set to the side in non-greening section 100, using existing municipal rainwater
Drainage pipeline networks structure, including flat grated inlet 80, flat grated inlet 80 are arranged on flat stone 30, access municipal drain
Net installs inlet for stom water double-edged fine-toothed comb 90 in its opening, intercepts the big part drift such as branch, polybag.
Kerbstone filtration module 400 is set to the side in greening section 200, and positioned at green belt 61 and greening section
Between 200 road surface 10.Kerbstone filtration module 400 includes cutting dirty slot 40 and kerbstone 20, cuts dirty slot 40 and is set to greening road
The section low-lying place in 200 road surface, 10 side, is similarly positioned on flat stone 30, but the size in road transverse direction is more than flat grated inlet
80.It is adjacent with green belt 61 to cut dirty slot 40, for longer green belt 61, every 25~50m (depending on catchment area size)
Setting one cuts dirty slot 40, cuts on dirty slot 40 and is covered with double-edged fine-toothed comb 50, and double-edged fine-toothed comb 50 is using common flat grated inlet double-edged fine-toothed comb.Kerbstone
20 are set to and cut between dirty slot 40 and green belt 61, and there is permeable structure, permeable structure to be connected to a dirt slot 40 is cut in kerbstone.
Referring to Fig. 2, in the present embodiment, 20 upper edge short transverse of kerbstone offers spout hole 21 and osculum successively
22；Spout hole 21 and osculum 22 are connected to a section dirty slot 40, and spout hole 21 is not less than the soil surface of green belt 61.
It is the slot structure made of impermeable material to cut dirty slot 40, directly apply at the low-lying place of 10 side of pavement of road and
At specially：A pit is excavated at the low-lying place of 10 side of pavement of road, concrete, shape are smeared in pit cheats bottom and crater wall
At can be with the slot structure of water storage.In the 4 face cell walls for cutting dirty slot 40, the cell wall close to 61 side of green belt thickeies, and wherein
Equipped with a cavity 41, kerbstone 20 is installed in the cavity 41, and the width of cavity 41 is slightly larger than the thickness of kerbstone 20, with road
Kerb 20 smoothly can install and install after will not double swerve be advisable.
Offer overflow deflector hole 42 and draining deflector hole 43, overflow deflector hole in the cell wall of thickening successively along short transverse
42 are connected to spout hole 21, form the overflow ducts of perforation, and overflow ducts are in the horizontal direction from dirty slot 40 is cut to green belt
61 are slightly slanted downwards, facilitate stormwater overflow, and stop that the rainwater put aside on green belt 61 blows back into and cut in dirty slot 40；Draining
Deflector hole 43 is connected to osculum 22, forms the drainage channel of perforation, and the lowest point of drainage channel and the slot bottom for cutting dirty slot 40 are neat
Flat, the convenient whole rainwater cut in dirty slot 40 flow into green belt 61.Overflow deflector hole 42 and draining deflector hole 43 are leaned on
The nearly opening for cutting dirty slot 40, that is, spout hole 21 and osculum 22 are mounted on filter screen at the communication port on cutting dirty slot 40
60, prevent overflow ducts and drainage channel to be blocked.
To improve osmotic effect, kerbstone 20 is used slag-based permeable road kerb, is made using slag of primary raw material, internal
With flourishing pore structure, there is good water penetration.The top of kerbstone 20 is higher than dirty slot 40 is cut, when rainfall crosses heavy rain
Water diffuses out when cutting dirty slot 40, and the rainwater diffused out can be oozed out by kerbstone 20.
Embodiment 2：
Referring to Fig. 1, a kind of road oozes drainage system, which is parkway, including non-greening section 100 and afforests road
Section 200, non-greening section 100 is the branch river conjunction to come in and go out for vehicle；Afforest the setting of the interval of section 200, in one side or
Both sides are equipped with green belt 61.Non- greening section 100 and greening section 200 are including 500 He of driveway in road transverse direction
Pavement 600, for driveway 500 mainly for motor-driven vehicle going, the i.e. road surface 10 of road, road surface 10 is infiltration road surface, and use is existing
Sponge urban pavement permeable structure, be equipped with flat stone 30 in the side on road surface 10, flat stone 30 is located at main road face and curb
Between stone 20.The absolute altitude on pavement 600 is higher than driveway 500, and kerbstone 20 connects driveway 500 and pavement 600, at level-one
It is step-like.Pavement 600 includes walking road and green belt 61, and walking road is laid with by water-permeable brick 62, for pedestrian and non-maneuver
Vehicle travels；Green belt 61 is specially sunk type greenery patches, and soil surface is less than road surface 10.
For non-greening section 100 and greening section 200, it includes 300 He of inlet for stom water drain assembly to ooze drainage system correspondence
Kerbstone filtration module 400.Wherein, inlet for stom water drain assembly 300 is set to the side in non-greening section 100, and use is existing
Municipal rain-water drainage pipe network structure, including flat grated inlet 80 and vertical grated inlet are (because Fig. 1 is vertical view, at this visual angle
Under it is invisible), flat grated inlet 80 be arranged on flat stone 30, the risers exposed in kerbstone 20 are arranged in vertical grated inlet
On, flat grated inlet 80 and vertical grated inlet access municipal drainage pipe network, and inlet for stom water double-edged fine-toothed comb is respectively mounted in its opening
90, intercept the big part drift such as branch, polybag.
Kerbstone filtration module 400 is set to the side in greening section 200, and positioned at green belt 61 and greening section
Between 200 road surface 10.Kerbstone filtration module 400 includes cutting dirty slot 40 and kerbstone 20, cuts dirty slot 40 and is set to greening road
The section low-lying place in 200 road surface, 10 side, is similarly positioned on flat stone 30, but the size in road transverse direction is more than flat grated inlet
80.It is adjacent with green belt 61 to cut dirty slot 40, for longer green belt 61, every 25~50m (depending on catchment area size)
Setting one cuts dirty slot 40, cuts on dirty slot 40 and is covered with double-edged fine-toothed comb 50, and double-edged fine-toothed comb 50 is using common flat grated inlet double-edged fine-toothed comb.Kerbstone
20 are set to and cut between dirty slot 40 and green belt 61, and there is permeable structure, permeable structure to be connected to a dirt slot 40 is cut in kerbstone.
Referring to Fig. 3, in the present embodiment, 20 upper edge short transverse of kerbstone offers spout hole 21 and osculum successively
22；Spout hole 21 and osculum 22 are connected to a section dirty slot 40, and spout hole 21 is not less than the soil surface of green belt 61.It overflows
It is mounted on filter screen 60 in the close opening for cutting dirty slot 40 of discharge orifice 21 and osculum 22, prevents spout hole 21 and osculum
22 are blocked.
Dirty slot 40 is cut to be spliced to form by 5 blocks of plates.Wherein 1 piece is made by impermeable material, as the slot bottom for cutting dirty slot 40；
Remaining 4 pieces are made by seepy material, and as the cell wall for cutting dirty slot 40, kerbstone 20 is one of permeable plate, directly as
The green belt side channel wall of dirty slot 40 is cut, double-edged fine-toothed comb 50 is wherein inserted into kerbstone 20 on one side.Curb ground mass is set below road
Plinth 23 fixes kerbstone 20 using the backrest of curb stone foundation 23.Kerbstone 20 uses slag-based permeable road kerb, is with slag
Primary raw material is made, and inside has flourishing pore system, has good water penetration.Remaining 3 face cell wall is direct with road surface 10
Contact, is equally made using slag of primary raw material accordingly.
A pit is excavated at the low-lying place of 10 side of pavement of road, is put into above-mentioned 5 blocks of plates, that is, being formed can be with the slot of water storage
Structure.After installation, the top of kerbstone 20 needs, higher than dirty slot 40 is cut, when the excessive rainwater of rainfall, which diffuses out, cuts dirty slot 40, to overflow
The rainwater gone out can be oozed out by kerbstone 20.It is also equipped with Prefabricated combined septic tank 70 in cutting dirty slot 40, is intercepted not by 50 mistake of double-edged fine-toothed comb
Prefabricated combined septic tank 70 can be taken out, be reloaded after toppling over impurity therein when impurity is excessive in Prefabricated combined septic tank 70 by the impurity of filter
It cuts in dirty slot 40.
By above-described embodiment, the utility model has the advantages that or advantage：
1) road provided by the utility model oozes drainage system, and the non-greening section and greening section for road are right respectively
Should be arranged two sets it is different ooze drainage system, inlet for stom water drain assembly, inlet for stom water row is arranged in the side in specially non-greening section
Water assembly uses existing inlet for stom water drainage pipeline networks structure, realizes road drainage.The side setting kerbstone for afforesting section permeates
The water stored " release " is irrigated for roadside greening area in lower rainwater water storage, water purification, when fine day needs and is used, for sea by component
The pollution of area source abatement in continuous city and rainfall runoff control are played the role of good.
2) road provided by the utility model oozes drainage system, and the green belt of road uses sunk type green belt, itself can
To accommodate a certain amount of rainwater, and be conducive to the rain penetration of kerbstone filtration module, relief road oozes drainage system progress
Water storage.
3) road provided by the utility model oozes drainage system, and kerbstone filtration module in pavement of road side by setting
It sets and cuts a dirty slot, can carry out rainwater accumulation when rainy, provide irrigation water for green belt when fine day so that road is with water storage work(
Energy.
4) road provided by the utility model oozes drainage system, and kerbstone filtration module passes through green in section dirty slot and road
Slag-based permeable road kerb is arranged between area in change, which is made using slag of primary raw material, and inside has flourishing hole
System has good water penetration so that road has water seepage function.
5) road provided by the utility model oozes drainage system, the kerbstone upper edge short transverse of kerbstone filtration module
Spout hole and osculum are offered successively, and spout hole and osculum are connected to a section dirty slot, when rainfall is smaller, cuts in dirty slot and store
Long-pending rainwater can flow into green belt by the osculum of bottom, irrigate afforestation vegetation；When rainfall is larger, rainwater reaches in section dirty slot
, can be by spout hole overflow after certain altitude, since spout hole is not less than the soil surface of green belt, the rainwater of overflow directly flows
Enter green belt, avoids cutting rainwater in dirty slot and diffuse out and cause road ponding so that road has the function of rainwater recycling.
6) road provided by the utility model oozes drainage system, and cutting on dirty slot for kerbstone filtration module is equipped with comb
Son cuts in dirty slot and is equipped with Prefabricated combined septic tank, is respectively mounted filter screen on spout hole and osculum, by multiple filtration structure, layer by layer
The impurity and pollutant carried secretly in filtering rainwater so that road has water purification function.
7) road provided by the utility model oozes drainage system, and the spout hole and osculum of kerbstone filtration module are
It manually opens up, size is larger, is not easy to be blocked easily by silt, and can remove kerbstone when blocking, and dredges overflow
Hole and osculum, therefore the maintenance of the kerbstone filtration module is relatively simple.
8) road provided by the utility model oozes drainage system, and kerbstone filtration module is due to the cell wall by cutting dirty slot
Fixed kerbstone, therefore curb stone foundation used in existing road can be cancelled.
Although the preferred embodiment of the application has been described, one of ordinary skilled in the art once knows substantially
Creative concept, then additional changes and modifications may be made to these embodiments.It is wrapped so the following claims are intended to be interpreted as
It includes preferred embodiment and falls into all change and modification of the application range.
Obviously, those skilled in the art can carry out the application essence of the various modification and variations without departing from the application
God and range.In this way, if these modifications and variations of the application belong to the range of the application claim and its equivalent technologies
Within, then the application is also intended to include these modifications and variations.
Claims (10)
1. a kind of road oozes drainage system, the road includes greening section and non-greening section, and the greening section is at least
Side is equipped with green belt, it is characterised in that：
The drainage system that oozes includes kerbstone filtration module and inlet for stom water drain assembly, and the kerbstone filtration module is set to
The side in the greening section, and between the green belt and the greening section road surface；The inlet for stom water draining group
Part is set to the side in the non-greening section；
The kerbstone filtration module includes cutting dirty slot and kerbstone, and described section of dirty slot is set to the side on the greening section road surface
Side, the kerbstone are set to described cut between dirty slot and the green belt；
There is permeable structure, the permeable structure to be connected to described section of dirty slot in the kerbstone.
2. road as described in claim 1 oozes drainage system, it is characterised in that：The kerbstone upper edge short transverse is opened successively
Equipped with spout hole and osculum, the spout hole and the osculum are connected to described section of dirty slot.
3. road as claimed in claim 2 oozes drainage system, it is characterised in that：The close green belt one of described section of dirty slot
The cell wall of side thickeies, and is provided with a cavity, and the kerbstone is installed in the cavity.
4. road as claimed in claim 3 oozes drainage system, it is characterised in that：In the cell wall of the thickening along short transverse according to
Secondary to offer overflow deflector hole and draining deflector hole, the overflow deflector hole is connected to the spout hole, the draining deflector hole
It is connected to the osculum.
5. the road as described in claim 2 or 4 oozes drainage system, it is characterised in that：The spout hole and the osculum exist
It is mounted on filter screen at communication port on described section of dirty slot.
6. road as claimed in claim 2 oozes drainage system, it is characterised in that：The spout hole is not less than the green belt
Soil surface.
7. the road as described in claims 1 or 2 or 6 oozes drainage system, it is characterised in that：The green belt be greenbelt, under
Heavy formula greenery patches or Rain Garden.
8. road as described in claim 1 oozes drainage system, it is characterised in that：It is covered with double-edged fine-toothed comb on described section of dirty slot.
9. the road as described in Claims 1-4,6, any one of 8 oozes drainage system, it is characterised in that：The kerbstone is
Dirty slot is cut in the top of slag-based permeable road kerb, the kerbstone higher than described；The greening section and/or the non-greening road
The road surface of section is infiltration road surface.
10. the road as described in Claims 1-4,6, any one of 8 oozes drainage system, it is characterised in that：Described section of dirty slot is set
It is placed in the low-lying place of the greening section road surface side, Prefabricated combined septic tank is provided in described section of dirty slot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820301584.XU CN207988098U (en) | 2018-03-05 | 2018-03-05 | A kind of road oozes drainage system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820301584.XU CN207988098U (en) | 2018-03-05 | 2018-03-05 | A kind of road oozes drainage system |
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| CN207988098U true CN207988098U (en) | 2018-10-19 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112939332A (en) * | 2021-01-25 | 2021-06-11 | 中冶南方城市建设工程技术有限公司 | Sponge urban road rainwater cuts dirty clean system |
| CN113550397A (en) * | 2021-06-25 | 2021-10-26 | 深圳市建筑科学研究院股份有限公司 | Road water storage and drainage system and road construction method |
-
2018
- 2018-03-05 CN CN201820301584.XU patent/CN207988098U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112939332A (en) * | 2021-01-25 | 2021-06-11 | 中冶南方城市建设工程技术有限公司 | Sponge urban road rainwater cuts dirty clean system |
| CN112939332B (en) * | 2021-01-25 | 2024-02-20 | 中冶南方城市建设工程技术有限公司 | Sponge urban road rainwater cuts dirty clean system |
| CN113550397A (en) * | 2021-06-25 | 2021-10-26 | 深圳市建筑科学研究院股份有限公司 | Road water storage and drainage system and road construction method |
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Effective date of registration: 20200717 Address after: Gate 1, changqian, Qingshan District, Wuhan City, Hubei Province Co-patentee after: WUHAN WISCO SPONGE CITY CONSTRUCTION PROJECT INVESTMENT Co.,Ltd. Patentee after: Wuhan WISCO Green City Technology Development Co.,Ltd. Address before: 430080 Wuhan, Heilongjiang Province, Qingshan District, metallurgical Road, No. 122, No. Co-patentee before: WUHAN WISCO SPONGE CITY CONSTRUCTION PROJECT INVESTMENT Co.,Ltd. Patentee before: BAOWU GREEN CITY CONSTRUCTION Co.,Ltd. |