CN208072566U - A kind of both sides of the road rainwater gaseous-waste holdup system - Google Patents
A kind of both sides of the road rainwater gaseous-waste holdup system Download PDFInfo
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- CN208072566U CN208072566U CN201820319407.4U CN201820319407U CN208072566U CN 208072566 U CN208072566 U CN 208072566U CN 201820319407 U CN201820319407 U CN 201820319407U CN 208072566 U CN208072566 U CN 208072566U
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Abstract
The utility model is related to a kind of both sides of the road rainwater gaseous-waste holdup system, solves that town road rainwater is in line and both sides of the road greenbelt irrigates demand there are contradiction, and the problem that existing sponge urban rainwater water storage, water intaking construction cost are high.This system includes road surface, and road surface both sides are equipped with greenbelt, it is characterised in that:The waveform separator bar extended along road direction is equipped in the middle part of the greenbelt, it is vegetation region between the inside and road side of waveform separator bar, the outside of wave cut-off rule is filtered water section, inlet for stom water is equipped in filtered water section, the inlet for stom water is aligned at road surface direction and vegetation sector width minimum, filtered water section surface between the vegetation area edge and inlet for stom water is laid with the rubble for drainage, and the grain size of the rubble gradually increases from vegetation region outer edge to inlet for stom water direction.The utility model has the effect of rainwater delay, reduces greenbelt and irrigates demand, meanwhile, the rainwater to flowing through greenbelt purifies, and avoids blocking water pipe.
Description
Technical field
The utility model belongs to urban operating mechanism field, is related to a kind of drainage system against rain, more particularly to a kind of both sides of the road
Rainwater gaseous-waste holdup system.
Background technology
With the development of economy, the construction of town road also has increasingly higher demands, not only lays electricity along town road
The pipelines such as power, communication, water supply, draining, and to the greening of both sides of the road, higher requirements are also raised.Traditional town road
Rainwater discharge is usually in the setting inlet for stom water of both sides of the road, and inlet for stom water connection rain pipe is directly discharged, and inlet for stom water usually leans on
Side is arranged on road, ensures that rainwater discharge is smooth.And for both sides, there are the roads of greenbelt, and the plant of greenbelt can not be straight
It receives collection rainwater on road surface to irrigate, usually needs municipal water supply to be irrigated again, this there will naturally be contradiction.
Some scholars propose that the storm water man- agement concept in sponge city, sponge city use natural way and artificial measures at present
The method being combined, water suction, water storage, infiltration, water purification when auxiliary facility can realize rainy, the water stored when needing discharged and added
To utilize.Although however this collection rainwater carries out that water storage, water-supply method is very ideal for rainwater utilization angle when needing,
But the equipment cost, venue cost, construction cost of road construction can be greatly increased, economy needs further to be discussed
Card.
Invention content
Utility model aims to solve town road rainwater is in line and both sides of the road greenbelt is irrigated demand and existed
Contradiction, and existing sponge urban rainwater water storage, the high problem of water intaking construction cost provide a kind of both sides of the road rainwater and are detained system
System rationally utilizes water-holding capacity of both sides of the road greenbelt itself, reduces the demand of irrigation, to reach the effect of rainwater delay
Fruit.
Technical solution adopted by the utility model to solve its technical problems is:A kind of both sides of the road rainwater gaseous-waste holdup system,
Including road surface, road surface both sides are equipped with greenbelt, it is characterised in that:The wave extended along road direction is equipped in the middle part of the greenbelt
Shape separator bar is vegetation region between the inside and road side of waveform separator bar, and the outside of wave cut-off rule is filtered water section, filter
Inlet for stom water is equipped in pool, the inlet for stom water is aligned at road surface direction and vegetation sector width minimum, the vegetation region
Filtered water section surface between edge and inlet for stom water is laid with the rubble for drainage, the grain size of the rubble from vegetation region outer edge to
Inlet for stom water direction gradually increases.When raining, the rainwater on road surface flows into vegetation region, to exosmosis after vegetation region rainwater saturation, passes through
Inlet for stom water is flowed into behind filtered water section, filtered water section is laid with a large amount of rubbles, for filtering by the silt in the rainwater of vegetation region, filtered water section
Ballast grain sizes close to vegetation region are small, can farthest retain silt, and the ballast grain sizes close to inlet for stom water are big, reduce rubble
It is washed into the possibility of inlet for stom water, avoids blocking.
Preferably, the absolute altitude of the greenbelt is less than grade elevation, it is minimum that the absolute altitude of the inlet for stom water is located at greenbelt
Place.Ensure that rainwater on road surface smoothly flows into greenbelt and is discharged into inlet for stom water, avoids surface gathered water.
Preferably, the filtered water section is equipped with one or multi-channel disposal ditches between vegetation area edge and inlet for stom water.Water guide
Ditch can guide rainwater flow direction, avoid ponding.
Preferably, several shrubs are planted in the filtered water section.The shrub planting density of filtered water section is much smaller than vegetation region.
Preferably, being provided with precipitation tank below the inlet for stom water, the side of precipitation tank is equipped with catch-basin, precipitation tank direction
The side wall of catch-basin forms the weir plate of blocking silt sundries, is water space, inlet for stom water and rain below weir plate top and inlet for stom water
Well shifts to install.Precipitation tank periodic cleaning below inlet for stom water.
Preferably, the surface of the catch-basin is equipped with enclosed access panel, the access panel and inlet for stom water
Side by side against.
When the utility model road rain water drains, rainwater first flows through vegetation region, then by filtered water section, finally by rainwater
Mouth discharge forms the effect that rainwater is detained using the water-holding capacity of greenbelt itself, reduces greenbelt irrigation demand, meanwhile, lead to
The filtering of filtered water section and the cleaning of precipitation tank are crossed, the rainwater to flowing through greenbelt purifies, and avoids blocking water pipe.
Description of the drawings
The utility model is described further below in conjunction with the accompanying drawings.
Fig. 1 is a kind of structural schematic diagram of the utility model.
Fig. 2 is the inlet for stom water rectangular structure schematic diagram of the utility model.
In figure:1, road surface, 2, vegetation region, 3, filtered water section, 4, rubble, 5, disposal ditches, 6, inlet for stom water, 7, access panel, 8,
Precipitation tank, 9, weir plate, 10, catch-basin.
Specific implementation mode
It is further illustrated below by specific embodiment and in conjunction with attached drawing to the utility model.
Embodiment:A kind of both sides of the road rainwater gaseous-waste holdup system, as shown in Figure 1.Rainwater gaseous-waste holdup system includes road surface 1, road surface
Both sides are equipped with greenbelt, and grade elevation is higher than greenbelt absolute altitude.The wave extended along road direction is equipped in the middle part of the greenbelt
Shape separator bar is vegetation region 2 between the inside and road side of waveform separator bar, and the outside of wave cut-off rule is filtered water section 3,
Inlet for stom water 6 is equipped in filtered water section, the inlet for stom water is aligned at road surface direction and 3 width minimum of vegetation region.The plant
Rubble 4 for drainage is laid with by 3 surface of filtered water section between area edge and inlet for stom water, the grain size of the rubble is outside vegetation region
Edge gradually increases to inlet for stom water direction.Filtered water section 4 is equipped with disposal ditches 5 together between 3 edge of vegetation region and inlet for stom water 6, leads
The vertical road surface direction setting in ditch, the width of road ditch gradually reduce to close to the outer end of inlet for stom water from the inner end close to road surface.
The sparse several shrubs of plantation in filtered water section 4.
As shown in Fig. 2, 6 lower section of inlet for stom water is provided with precipitation tank 8, the side of precipitation tank is equipped with catch-basin 10, precipitation tank court
The weir plate 9 that blocking silt sundries is formed to the side wall of catch-basin, was water space at the top of weir plate and below inlet for stom water, inlet for stom water and
Catch-basin shifts to install.The surface of catch-basin 10 is equipped with enclosed access panel 7, and the access panel and inlet for stom water are side by side
Against.
When raining, the rainwater on road surface flows into vegetation region, to exosmosis after vegetation region rainwater saturation, is flowed into behind filtered water section
Inlet for stom water, filtered water section are laid with a large amount of rubbles, and for filtering by the silt in the rainwater of vegetation region, filtered water section is close to vegetation region
Ballast grain sizes are small, can farthest retain silt, and the ballast grain sizes close to inlet for stom water are big, reduce rubble and are washed into inlet for stom water
Possibility, reduce block.Precipitation tank can precipitate rainwater, and keep draining unobstructed by periodic cleaning precipitation tank.
Claims (6)
1. a kind of both sides of the road rainwater gaseous-waste holdup system, including road surface, road surface both sides are equipped with greenbelt, it is characterised in that:It is described green
Change and be equipped with the waveform separator bar extended along road direction with middle part, is plant between the inside and road side of waveform separator bar
By area, the outside of wave cut-off rule is filtered water section, is equipped with inlet for stom water in filtered water section, the inlet for stom water perpendicular to road surface direction with
It is aligned at vegetation sector width minimum, the filtered water section surface between the vegetation region and inlet for stom water is laid with the rubble for drainage, institute
The grain size for stating rubble gradually increases from vegetation region outer edge to inlet for stom water direction.
2. a kind of both sides of the road rainwater gaseous-waste holdup system according to claim 1, it is characterised in that:The absolute altitude of the greenbelt
Less than grade elevation, the absolute altitude of the inlet for stom water is located at greenbelt lowest point.
3. a kind of both sides of the road rainwater gaseous-waste holdup system according to claim 1, it is characterised in that:The filtered water section is in vegetation
One or multi-channel disposal ditches is equipped between area edge and inlet for stom water.
4. a kind of both sides of the road rainwater gaseous-waste holdup system according to claim 1, it is characterised in that:If the filtered water section plantation
Dry shrub.
5. a kind of both sides of the road rainwater gaseous-waste holdup system according to claim 1 or 2 or 3 or 4, it is characterised in that:The rain
Precipitation tank is provided with below the mouth of a river, the side of precipitation tank is equipped with catch-basin, and the side wall of precipitation tank towards catch-basin forms blocking mud
The weir plate of husky sundries, weir plate top and inlet for stom water lower section were water space, and inlet for stom water and catch-basin shift to install.
6. a kind of both sides of the road rainwater gaseous-waste holdup system according to claim 5, it is characterised in that:The catch-basin just on
Side is equipped with enclosed access panel, the access panel and inlet for stom water side by side against.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201820319407.4U CN208072566U (en) | 2018-03-08 | 2018-03-08 | A kind of both sides of the road rainwater gaseous-waste holdup system |
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CN201820319407.4U CN208072566U (en) | 2018-03-08 | 2018-03-08 | A kind of both sides of the road rainwater gaseous-waste holdup system |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110700386A (en) * | 2019-10-22 | 2020-01-17 | 山东省水利科学研究院 | Sponge city construction has rainwater well of supply groundwater function |
CN111456188A (en) * | 2019-01-21 | 2020-07-28 | 上海浦东建筑设计研究院有限公司 | A regulation structure for sponge urban road construction |
-
2018
- 2018-03-08 CN CN201820319407.4U patent/CN208072566U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111456188A (en) * | 2019-01-21 | 2020-07-28 | 上海浦东建筑设计研究院有限公司 | A regulation structure for sponge urban road construction |
CN110700386A (en) * | 2019-10-22 | 2020-01-17 | 山东省水利科学研究院 | Sponge city construction has rainwater well of supply groundwater function |
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