CN207469399U - The abandoned stream of rainwater-collecting is with cutting dirty governing system - Google Patents
The abandoned stream of rainwater-collecting is with cutting dirty governing system Download PDFInfo
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- CN207469399U CN207469399U CN201721437823.6U CN201721437823U CN207469399U CN 207469399 U CN207469399 U CN 207469399U CN 201721437823 U CN201721437823 U CN 201721437823U CN 207469399 U CN207469399 U CN 207469399U
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- rainwater
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- collecting
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Abstract
The utility model is related to a kind of abandoned stream of rainwater-collecting with cutting dirty governing system, belong to sponge city technical controlling field.The abandoned stream of rainwater-collecting is set as rectangle with cutting dirty governing system, it is designed using symmetrical expression, include abandoned stream rainwater-collecting chamber successively from centre to both sides, rainwater decontaminates chamber and dmp filter chamber, rain water drainage chamber is provided in lower section, rainwater decontaminates chamber, the volume of rain water drainage chamber and dmp filter chamber is equal, the volume of abandoned stream rainwater-collecting chamber is set as rainwater decontamination chamber, dmp filter chamber, 1.5~2 times of rain water drainage chamber volume, the utility model simple structure, small volume, simple processing, cost is relatively low, it can effectively solve the problem that current rain water drainage is collected, purification, cut dirty the problems such as administering, realize collection, cut dirt, filtering, it purifies and that discharges automatically controls, whole device is made to be in clean state, the normal operation for being conducive to device uses, it is of great significance to the target for realizing Water Ecological Recovery.
Description
Technical field
The utility model belongs to sponge city technical controlling field, more particularly to a kind of abandoned stream of rainwater-collecting with cutting dirt
Governing system.
Background technology
Sponge city is new generation of city storm water man- agement concept, refers to that city is adapting to environmental change and reply rainwater band
Natural calamity come etc. has good " elasticity ", also referred to as " water elasticity city ".International term is " low shadow
Ring exploitation storm-water system structure ".Rain when water suction, water storage, infiltration, drainage, water purification, when needing by the water stored " release " and plus
To utilize.
With the development of urbanization process, pollutant accumulation so that hold a large amount of pollutant in rainwater on road surface, at some
Pavement runoff research shows that, the pollutional load in 30% rainfall runoff of initial stage accounts for the 70% of whole field rainfall pollution, therefore, just
The retention of phase rainwater can effectively control the next water pollution of runoff zones with processing.At present, both at home and abroad for rainwater pollution processing
There is different measures, foreign countries are that rainwater is directly collected to recycling mostly, and the country is that initial rainwater is introduced directly into dirt
Water treatment plant, have ignored sewage treatment plant decontamination capacity it is limited, extra sewage is unprocessed to be directly discharged into natural water.Therefore,
It is necessary to carry out abandoned stream processing to rainwater early period, develop the abandoned stream that can make up these insufficient rainwater-collectings of aspect and controlled with cutting dirt
Rainfall initial rainwater is branched to sewage conduct by reason system, and the rainwater of rainfall Final pollution lesser extent is retained by pretreatment
The granule foreigns such as the grains of sand, rubble in water and a large amount of pollutants, multiple times of filtration, purification, it is possible to reach the mark of recycling
Standard, and with the storm water conservation lawn after purification, filtering, improve the utilization rate of water resource.
Some flow abandoning apparatus of the prior art have disadvantages that, if the volume of design is excessive or the volume of design is too small,
Some devices take manual operation control, are sometimes prone to fail, and some tectonic sievings are more complicated, and some costs are excessively high, and
The initial rainwater residence time is long, and the granule foreigns such as the grains of sand, rubble and a large amount of pollutants easily precipitate, and easily device are caused to block up
Plug is unfavorable for the normal use of device.
Utility model content
In order to solve above-mentioned technical problem, the utility model provides a kind of abandoned stream of rainwater-collecting with cutting dirty administer
System can effectively solve the problem that current rain water drainage is collected, purification, cuts dirty the problems such as administering, realize collection, cut dirty, filtering, is net
Change and that discharges automatically controls.
To achieve these goals, the technical solution adopted in the utility model is:
A kind of abandoned stream of rainwater-collecting with cutting a dirty governing system, including abandoned stream rainwater-collecting chamber (1), rainwater decontamination chamber (2),
Dmp filter chamber (3), rain water drainage chamber (4), rain perforaled strainer (5), rainwater water outlet (6), abandoned stream chamber water outlet (7), rainwater connection
Through-hole (8), rain water drainage chamber purification control hole (9), rain water drainage chamber control hole (10), piston slideway (11), connecting rod (12),
Bottom plate (13), sliding plunger (14), water outlet side plate (15), floater shot (16), rainwater decontamination chamber access cover (17), decontamination basket
(18), sandstone filter layer (19), dmp filter chamber access cover (20), filter device (21), purification of water quality layer (22), nonwoven geotechnique
Layer of cloth (23), except oil reservoir (24) and water salt, heavy metal ion adsorbed layer (25), it is characterised in that:The abandoned stream of rainwater-collecting is with cutting
Dirty governing system is set as rectangle, is designed using symmetrical expression, includes abandoned stream rainwater-collecting chamber (1), rain successively from centre to both sides
Water decontamination chamber (2) and dmp filter chamber (3), rain water drainage chamber (4) is provided in lower section;It is set in abandoned stream rainwater-collecting chamber (1)
Rainy leaf grating for down pipe (5), 6/7~5/6 position setting rain linked hole (8) of the Sidewall Height of abandoned stream rainwater-collecting chamber (1),
3/5~2/3 position of the Sidewall Height of abandoned stream rainwater-collecting chamber (1) is provided with rain water drainage chamber purification control hole (9), abandoned stream
The middle and lower part of the side wall of rainwater-collecting chamber (1) is provided with rain water drainage chamber control hole (10), the side wall of abandoned stream rainwater-collecting chamber (1)
Lower part be provided with piston slideway (11), the floater shot (16) in abandoned stream rainwater-collecting chamber (1) is using connecting rod (12) and piston
Sliding plunger (14) connection on slideway (11), the top of connecting rod (12) are connected with floater shot (16), and lower part is connected with slip
Piston (14), sliding plunger (14) are sleeved on the bottom of piston slideway (11);Decontamination basket (18) is provided in rainwater decontamination chamber (2),
Top rain decontamination chamber access cover (17);Filter device (21) is provided in dmp filter chamber (3), filter device is set in (21)
It is equipped with purification of water quality layer (22), non-woven geotechnical cloth layer (23), except oil reservoir (24), water salt, heavy metal ion adsorbed layer (25), top
It is provided with dmp filter chamber access cover (20);Rainwater decontamination chamber (2) and dmp filter chamber (3) connection position is provided with sandstone filter layer
(19), the abandoned stream of rainwater-collecting is provided with bottom plate (13) with cutting below dirty governing system, and the abandoned stream of rainwater-collecting is controlled with cutting dirt
The both sides of reason system are provided with water outlet side plate (15), the middle part setting rain water outlet (6) of water outlet side plate (15), lower part setting
There is abandoned stream chamber water outlet (7), the volume of rainwater decontamination chamber (2), rain water drainage chamber (4) and dmp filter chamber (3) is equal, abandoned stream rain
The volume of water collecting chamber (1) be set as rainwater decontamination chamber (2), dmp filter chamber (3), rain water drainage chamber (4) volume 1.5~2
Times.
Further, the rain perforaled strainer (5) is preferentially made using stainless steel material, rainwater decontamination chamber access cover
(17), decontamination basket (18), dmp filter chamber access cover (20) and filter device (21) are preferentially made using stainless steel material,
Basket (18) and filter device (21) periodic replacement are decontaminated, to maintain easily cleaning.
Further, the sliding plunger (14), floater shot (16), in original state at the bottom of piston slideway (11)
Portion, the top of floater shot (16) purify control hole (9) close to rain water drainage chamber;When the rainwater-collecting stage, sliding plunger (14) is sliding
Rain water drainage chamber control hole (10) is clogged to the top of piston slideway (11), at this point, the bottom of floater shot (16) is in rain water drainage
On chamber purification control hole (9).
Further, the connecting rod (12) is set as chevron shaped.
Further, the bottom surface of the decontamination basket (18) is provided with multiple permeable holes, preferentially using spaced set, helps
The granule foreigns such as mud and the larger grains of sand, rubble are filtered off after rainwater flows into decontamination basket (18), with to carrying a large amount of pollutions
The rainwater of object achievees the effect that primary purification, and decontaminates basket (18) periodic replacement, and maintenance and cleaning is convenient, and the aperture of permeable hole is about
For 10mm~20mm, permeable hole is preferentially uniformly distributed in the bottom surface of decontamination basket (18).
Further, the sandstone filter layer (19) is laid with using sandstone, and pavement thickness is 25~30cm, is used for
The particulate materials such as the smaller grains of sand, stone in rainwater are filtered off, because sandstone filter layer (19) has certain porosity, so logical
Smaller suspended solids and other impurity in rainwater can be retained by crossing this sandstone filter layer (19) with certain porosity, with
The rainwater for carrying a large amount of pollutants is achieved the effect that purify again.
Further, the purification of water quality layer (22) is preferentially filled using zeolite, sized zeolite particles preferentially using 20~
30mm, pavement thickness are 15~20cm, and purification of water quality layer (22) periodic replacement, maintenance and cleaning is conveniently;Non-woven geotechnical cloth layer
(23) it preferentially pierces or weaves by needle using synthetic fibers and be made, pavement thickness is 15~20cm, for will be in ponding
Relatively fine impurity rubbish is filtered, non-woven geotechnical cloth layer (23) periodic replacement, and maintenance and cleaning is convenient;Except oil reservoir (24) is spread
Dress thickness be 15~20cm, the oily matter segregation that will be emulsifiable in water, except oil reservoir (24) regularly replace, maintenance and cleaning
It is convenient;Water salt, heavy metal ion adsorbed layer (25) pavement thickness be 15~20cm, can effectively adsorb infiltration in there are
Water salt component, heavy metal ion substance, water salt, heavy metal ion adsorbed layer (25) periodic replacement, maintenance and cleaning are convenient.
Further, rainwater water outlet (6) cross-sectional area be set as the cross-sectional area of rainwater linked hole (8) 1~
1.5 again.
Further, abandoned stream chamber water outlet (7) cross-sectional area is set as the transversal of rain water drainage chamber control hole (10)
1~1.5 times of area;The cross-sectional area of abandoned stream chamber water outlet (7) is set as the cross section of rain water drainage chamber purification control hole (9)
Long-pending 15~20 times.
Further, the bottom surface of rainwater decontamination chamber (2) and dmp filter chamber (3) is in sustained height.
When rainfall is slightly smaller, initial rainwater is by rain perforaled strainer (5) into abandoned stream rainwater-collecting chamber (1), initial rainwater
By rain water drainage chamber control hole (10) into rain water drainage chamber (4), and pass through abandoned stream chamber water outlet (7) discharge;
When rainfall gradually increases, rainwater is constantly increased in abandoned stream rainwater-collecting chamber (1), rain water drainage chamber in (4), floating
Ball (16) constantly rises, and connecting rod (12) drives the top of sliding plunger (14) to piston slideway (11) to clog rain water drainage chamber control
Drilling (10), rainwater are constantly entered in rainwater decontamination chamber (2) by rainwater linked hole (8), rain water drainage chamber purification control hole (9),
It is filtered by decontaminating basket (18), by sandstone filter layer (19) into dmp filter chamber (3), by filter device (21) mistake again
It filters and passes through rainwater water outlet (6) discharge;
When rainfall is gradually reduced and is stopped, the rainwater in abandoned stream rainwater-collecting chamber (1) continuously decreases, and rainwater is by rain water drainage
Chamber purification control hole (9) continuously outflows, and when rainwater is reduced to floater shot (16) highest position, floater shot (16) slowly declines,
Sliding plunger (14) continuously decreases on piston slideway (11) and slowly opens rain water drainage chamber control hole (10), more clean
Rain-out rain water drainage chamber (4), and pass through abandoned stream chamber water outlet (7) discharge.
The beneficial effects of the utility model:
The utility model has the advantages that simple structure, small volume, simple processing, cost is relatively low, can effectively solve the problem that mesh
Preceding rain water drainage is collected, purification, cuts dirty the problems such as administering, and is realized collection, is cut automatically controlling for dirty, filtering, purification and discharge,
Whole device is made to be in clean state, the normal operation for being conducive to device uses, and has weight to the target for realizing Water Ecological Recovery
Big meaning.
Description of the drawings
The abandoned stream of the rainwater-collecting in the utility model is described further with cutting dirty governing system below in conjunction with the accompanying drawings:
Fig. 1 is the abandoned stream of the utility model rainwater-collecting with cutting dirty governing system schematic diagram.
Fig. 2 is filter device schematic diagram.
In figure:1 is abandoned stream rainwater-collecting chamber;2 decontaminate chamber for rainwater;3 be dmp filter chamber;4 be rain water drainage chamber;5 are
Rain perforaled strainer;6 be rainwater water outlet;7 be abandoned stream chamber water outlet;8 be rainwater linked hole;9 purify control hole for rain water drainage chamber;
10 be rain water drainage chamber control hole;11 be piston slideway;12 be connecting rod;13 be bottom plate;14 be sliding plunger;15 be water outlet side
Plate;16 be floater shot;17 decontaminate chamber access cover for rainwater;18 be decontamination basket;19 be sandstone filter layer;20 examine for dmp filter chamber
It builds;21 be filter device;22 be purification of water quality layer;23 be non-woven geotechnical cloth layer;24 be except oil reservoir;25 be water salt, heavy metal
Ionic adsorption layer.
Specific embodiment
In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments
It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
Embodiment:As Figure 1-Figure 2, the abandoned stream of rainwater-collecting is set as rectangle with cutting dirty governing system, using symmetrical
Formula designs, and includes abandoned stream rainwater-collecting chamber (1), rainwater decontamination chamber (2) and dmp filter chamber (3), rain successively from centre to both sides
The bottom surface of water decontamination chamber (2) and dmp filter chamber (3) is in sustained height, and rain water drainage chamber (4), rainwater is provided below it
Decontamination basket (18) is provided in decontamination chamber (2), is provided with filter device (21) in dmp filter chamber (3), rainwater decontamination chamber (2) and
Dmp filter chamber (3) connection position is provided with sandstone filter layer (19), and the abandoned stream of rainwater-collecting is set with cutting below dirty governing system
Bottom plate (13) is equipped with, the abandoned stream of rainwater-collecting is provided with water outlet side plate (15), rainwater decontamination chamber with cutting the both sides of dirty governing system
(2), the volume of rain water drainage chamber (4) and dmp filter chamber (3) is equal, and the volume of abandoned stream rainwater-collecting chamber (1) is set as rainwater
Decontaminate chamber (2), dmp filter chamber (3), 1.5~2 times of rain water drainage chamber (4) volume;It is provided in the middle part of water outlet side plate (15)
Rainwater water outlet (6), lower part are provided with abandoned stream chamber water outlet (7);Rain perforaled strainer (5) preferentially using stainless steel material make and
Into having stronger fastness and a robustness, rainwater decontamination chamber access cover (17), decontamination basket (18), dmp filter chamber access cover
(20) it is preferentially made with filter device (21) using stainless steel material, and decontaminate basket (18) and filter device (21) to determine
Phase is replaced, and maintenance and cleaning is convenient;6/7~5/6 position setting rain unicom of the Sidewall Height of abandoned stream rainwater-collecting chamber (1)
Hole (8), abandoned stream rainwater-collecting chamber (1) Sidewall Height 3/5~2/3 position be provided with rain water drainage chamber purification control hole
(9), the middle and lower part of the side wall of abandoned stream rainwater-collecting chamber (1) is provided with rain water drainage chamber control hole (10);Abandoned stream rainwater-collecting chamber
(1) lower part of side wall is provided with piston slideway (11), and the floater shot (16) in abandoned stream rainwater-collecting chamber (1) is using connecting rod
(12) sliding plunger (14) connection and on piston slideway (11), the top of connecting rod (12) is connected with floater shot (16), lower part
Sliding plunger (14) is connected with, sliding plunger (14) is sleeved on the bottom of piston slideway (11);During original state, sliding plunger (14)
The bottom of piston slideway (11) is sleeved on, rainwater-collecting is worked as in the top of floater shot (16) close to rain water drainage chamber purification control hole (9)
In the stage, the top that sliding plunger (14) slides into piston slideway (11) clogs rain water drainage chamber control hole (10), at this point, floater shot
(16) bottom is purified for rain water drainage chamber on control hole (9);Connecting rod (12) is set as chevron shaped;Decontaminate the bottom of basket (18)
Face is provided with multiple permeable holes, preferentially using spaced set, contribute to rainwater flow into after decontamination basket (18) filter off mud with
The granule foreigns such as the larger grains of sand, rubble, to achieve the effect that primary purification, and decontaminate to the rainwater for carrying a large amount of pollutants
Basket (18) can regularly replace, and maintenance and cleaning is convenient, and the aperture of permeable hole is about 10mm~20mm, and permeable hole is in decontamination basket
(18) bottom surface is preferentially uniformly distributed;Sandstone filter layer (19) is laid with using sandstone, and pavement thickness is 25~30cm, is used
In filtering off the particulate materials such as the smaller grains of sand, stone in rainwater, because sandstone filter layer (19) has certain porosity, so
Smaller suspended solids and other impurity in rainwater can be retained by this sandstone filter layer (19) with certain porosity,
To achieve the effect that purify again to the rainwater for carrying a large amount of pollutants.
As shown in Figure 1, the cross-sectional area of rainwater water outlet (6) be set as the cross-sectional area of rainwater linked hole (8) 1~
1.5 times, the cross-sectional area of abandoned stream chamber water outlet (7) is set as the 1~1.5 of the cross-sectional area of rain water drainage chamber control hole (10)
Times, the cross-sectional area of abandoned stream chamber water outlet (7) is set as the 15~20 of the cross-sectional area of rain water drainage chamber purification control hole (9)
Times;When rainfall is slightly smaller, for initial rainwater by rain perforaled strainer (5) into abandoned stream rainwater-collecting chamber (1), initial rainwater passes through rain
Water abandoned stream chamber control hole (10) passes through abandoned stream chamber water outlet (7) discharge into rain water drainage chamber (4);When rainfall gradually increases
Greatly, rainwater is constantly increased in abandoned stream rainwater-collecting chamber (1), rain water drainage chamber in (4), and floater shot (16) constantly rises, connecting rod
(12) top of sliding plunger (14) to piston slideway (11) is driven to clog rain water drainage chamber control hole (10), rainwater is joined by rainwater
Through-hole (8), rain water drainage chamber purification control hole (9) constantly enter in rainwater decontamination chamber (2), filter, lead to by decontaminating basket (18)
Sandstone filter layer (19) is crossed into dmp filter chamber (3), is filtered again by filter device (21) and passes through rainwater water outlet (6)
Discharge;When rainfall is gradually reduced and is stopped, the rainwater in abandoned stream rainwater-collecting chamber (1) continuously decreases, and rainwater is by rain water drainage chamber
Purification control hole (9) continuously outflows, and when rainwater is reduced to floater shot (16) highest position, floater shot (16) slowly declines, sliding
Piston (14) continuously decreases on piston slideway (11) and slowly opens rain water drainage chamber control hole (10), more clean
Rain-out rain water drainage chamber (4), and pass through abandoned stream chamber water outlet (7) discharge.
As shown in Fig. 2, being provided with purification of water quality layer (22) in filter device (21), purification of water quality layer (22) is preferentially using boiling
Stone is filled, and sized zeolite particles are preferentially using 20~30mm, and pavement thickness is 15~20cm, and purification of water quality layer (22)
It can regularly replace, maintenance and cleaning is convenient;Non-woven geotechnical cloth layer (23), non-woven geotechnical cloth layer (23) are provided in filter device (21)
Impurity rubbish relatively fine in ponding can be filtered, preferentially be pierced using synthetic fibers by needle or braiding is made,
Pavement thickness is 15~20cm, and non-woven geotechnical cloth layer (23) can regularly replace, and maintenance and cleaning is convenient;Filter device (21)
In be provided with except oil reservoir (24), except oil reservoir (24) can make the oily matter segregation being emulsifiable in water, pavement thickness for 15~
20cm, and except oil reservoir (24) can regularly replace, maintenance and cleaning is convenient;Be provided in filter device (21) water salt, heavy metal from
Sub- adsorption layer (25), water salt, heavy metal ion adsorbed layer (25) can effectively adsorb infiltration in there are water salt component, heavy metal
The substances such as ion, pavement thickness is 15~20cm, and water salt, heavy metal ion adsorbed layer (25) can regularly replace, and is safeguarded
Cleaning is convenient.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, under the premise of the utility model principle is not departed from, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (9)
1. the abandoned stream of rainwater-collecting is with cutting dirty governing system, including abandoned stream rainwater-collecting chamber (1), rainwater decontamination chamber (2), rainwater mistake
Filter chamber (3), rain water drainage chamber (4), rain perforaled strainer (5), rainwater water outlet (6), abandoned stream chamber water outlet (7), rainwater linked hole
(8), rain water drainage chamber purification control hole (9), rain water drainage chamber control hole (10), piston slideway (11), connecting rod (12), bottom plate
(13), sliding plunger (14), water outlet side plate (15), floater shot (16), rainwater decontamination chamber access cover (17), decontamination basket (18), sand
Stone filter layer (19), dmp filter chamber access cover (20), filter device (21), purification of water quality layer (22), non-woven geotechnical cloth layer
(23), except oil reservoir (24) and water salt, heavy metal ion adsorbed layer (25), it is characterised in that:The abandoned stream of rainwater-collecting is controlled with cutting dirt
Reason system is set as rectangle, is designed using symmetrical expression, includes abandoned stream rainwater-collecting chamber (1) successively from centre to both sides, rainwater removes
Dirty chamber (2) and dmp filter chamber (3), rain water drainage chamber (4) is provided in lower section;Setting is rainy in abandoned stream rainwater-collecting chamber (1)
Leaf grating for down pipe (5), 6/7~5/6 position setting rain linked hole (8), the abandoned stream of the Sidewall Height of abandoned stream rainwater-collecting chamber (1)
3/5~2/3 position of the Sidewall Height of rainwater-collecting chamber (1) is provided with rain water drainage chamber purification control hole (9), abandoned stream rainwater
The middle and lower part of the side wall of collecting chamber (1) is provided with rain water drainage chamber control hole (10), under the side wall of abandoned stream rainwater-collecting chamber (1)
Portion is provided with piston slideway (11), and the floater shot (16) in abandoned stream rainwater-collecting chamber (1) is using connecting rod (12) and piston slideway
(11) sliding plunger (14) connection on, the top of connecting rod (12) are connected with floater shot (16), and lower part is connected with sliding plunger
(14), sliding plunger (14) is sleeved on the bottom of piston slideway (11);Decontamination basket (18), top are provided in rainwater decontamination chamber (2)
Rain decontamination chamber access cover (17);Filter device (21) is provided in dmp filter chamber (3), filter device is provided in (21)
Purification of water quality layer (22), non-woven geotechnical cloth layer (23), except oil reservoir (24), water salt, heavy metal ion adsorbed layer (25), top setting
Rain filter chamber access cover (20);Rainwater decontamination chamber (2) and dmp filter chamber (3) connection position is provided with sandstone filter layer
(19), the abandoned stream of rainwater-collecting is provided with bottom plate (13) with cutting below dirty governing system, and the abandoned stream of rainwater-collecting is controlled with cutting dirt
The both sides of reason system are provided with water outlet side plate (15), the middle part setting rain water outlet (6) of water outlet side plate (15), lower part setting
There is abandoned stream chamber water outlet (7), the volume of rainwater decontamination chamber (2), rain water drainage chamber (4) and dmp filter chamber (3) is equal, abandoned stream rain
The volume of water collecting chamber (1) be set as rainwater decontamination chamber (2), dmp filter chamber (3), rain water drainage chamber (4) volume 1.5~2
Times.
2. the abandoned stream of rainwater-collecting is with cutting dirty governing system according to claim 1, it is characterised in that:The rain perforaled strainer
(5) it is preferentially made using stainless steel material, rainwater decontamination chamber access cover (17), decontamination basket (18), the maintenance of dmp filter chamber
Lid (20) and filter device (21) are preferentially made using stainless steel material, and decontamination basket (18) and filter device (21) are regular more
It changes, to maintain easily cleaning.
3. the abandoned stream of rainwater-collecting is with cutting dirty governing system according to claim 1, it is characterised in that:The connecting rod (12)
It is set as chevron shaped.
4. the abandoned stream of rainwater-collecting is with cutting dirty governing system according to claim 1, it is characterised in that:The decontamination basket (18)
Bottom surface be provided with multiple permeable holes, preferentially using spaced set, rainwater is contributed to filter off silt after flowing into decontamination basket (18)
The granule foreigns such as mud and the larger grains of sand, rubble, to achieve the effect that primary purification to the rainwater for carrying a large amount of pollutants, and
It decontaminates basket (18) to regularly replace, maintenance and cleaning is convenient, and the aperture of permeable hole is about 10mm~20mm, and permeable hole is in decontamination basket
(18) bottom surface is preferentially uniformly distributed.
5. the abandoned stream of rainwater-collecting is with cutting dirty governing system according to claim 1, it is characterised in that:The sandstone filter layer
(19) it is laid with using sandstone, pavement thickness is 25~30cm, for filtering off the smaller grains of sand in rainwater, stone graininess
Substance.
6. the abandoned stream of rainwater-collecting is with cutting dirty governing system according to claim 1, it is characterised in that:The purification of water quality layer
(22) it is preferentially filled using zeolite, sized zeolite particles are preferentially using 20~30mm, and pavement thickness is 15~20cm, water quality
Purifying layer (22) regularly replaces, and maintenance and cleaning is convenient;Non-woven geotechnical cloth layer (23) is preferentially pierced or is compiled by needle using synthetic fibers
It knits and is made, pavement thickness is 15~20cm, for impurity rubbish relatively fine in ponding to be filtered, nonwoven geotechnique
Layer of cloth (23) regularly replaces, and maintenance and cleaning is convenient;Except oil reservoir (24) pavement thickness is 15~20cm, will be emulsifiable in water
Oily matter segregation, except oil reservoir (24) regularly replaces, maintenance and cleaning is convenient;Water salt, heavy metal ion adsorbed layer (25) paving
Dress thickness be 15~20cm, can effectively adsorb infiltration in there are water salt component, heavy metal ion substance, water salt, a huge sum of money
Belong to ionic adsorption layer (25) to regularly replace, maintenance and cleaning is convenient.
7. the abandoned stream of rainwater-collecting is with cutting dirty governing system according to claim 1, it is characterised in that:The rainwater water outlet
(6) cross-sectional area is set as 1~1.5 times of the cross-sectional area of rainwater linked hole (8).
8. the abandoned stream of rainwater-collecting is with cutting dirty governing system according to claim 1, it is characterised in that:The abandoned stream chamber water outlet
Mouth (7) cross-sectional area is set as 1~1.5 times of the cross-sectional area of rain water drainage chamber control hole (10);Abandoned stream chamber water outlet (7)
Cross-sectional area is set as 15~20 times of the cross-sectional area of rain water drainage chamber purification control hole (9).
9. the abandoned stream of rainwater-collecting is with cutting dirty governing system according to claim 1, it is characterised in that:The rainwater decontamination
The bottom surface of chamber (2) and dmp filter chamber (3) is in sustained height.
Priority Applications (1)
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CN201721437823.6U CN207469399U (en) | 2017-11-01 | 2017-11-01 | The abandoned stream of rainwater-collecting is with cutting dirty governing system |
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CN201721437823.6U CN207469399U (en) | 2017-11-01 | 2017-11-01 | The abandoned stream of rainwater-collecting is with cutting dirty governing system |
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Publication Number | Publication Date |
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CN207469399U true CN207469399U (en) | 2018-06-08 |
Family
ID=62262268
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CN201721437823.6U Withdrawn - After Issue CN207469399U (en) | 2017-11-01 | 2017-11-01 | The abandoned stream of rainwater-collecting is with cutting dirty governing system |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN110847332A (en) * | 2019-11-05 | 2020-02-28 | 交通运输部科学研究院 | Highway bridge floor runoff purifies emergency system |
CN110924507A (en) * | 2019-12-03 | 2020-03-27 | 武汉市武昌市政建设(集团)有限公司 | Road rainwater collecting and recycling system |
CN112064764A (en) * | 2020-09-16 | 2020-12-11 | 宋刚强 | Dual-sealed odor-resistant floor drain |
-
2017
- 2017-11-01 CN CN201721437823.6U patent/CN207469399U/en not_active Withdrawn - After Issue
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN110847332A (en) * | 2019-11-05 | 2020-02-28 | 交通运输部科学研究院 | Highway bridge floor runoff purifies emergency system |
CN110924507A (en) * | 2019-12-03 | 2020-03-27 | 武汉市武昌市政建设(集团)有限公司 | Road rainwater collecting and recycling system |
CN112064764A (en) * | 2020-09-16 | 2020-12-11 | 宋刚强 | Dual-sealed odor-resistant floor drain |
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Granted publication date: 20180608 Effective date of abandoning: 20181204 |