CN108060623B - Sponge urban construction road rain water processing system - Google Patents
Sponge urban construction road rain water processing system Download PDFInfo
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- CN108060623B CN108060623B CN201711433241.5A CN201711433241A CN108060623B CN 108060623 B CN108060623 B CN 108060623B CN 201711433241 A CN201711433241 A CN 201711433241A CN 108060623 B CN108060623 B CN 108060623B
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/105—Accessories, e.g. flow regulators or cleaning devices
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/22—Adaptations of pumping plants for lifting sewage
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F9/00—Arrangements or fixed installations methods or devices for cleaning or clearing sewer pipes, e.g. by flushing
- E03F9/002—Cleaning sewer pipes by mechanical means
- E03F9/005—Apparatus for simultaneously pushing and rotating a cleaning device carried by the leading end of a cable or an assembly of rods
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C2201/00—Paving elements
- E01C2201/20—Drainage details
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/20—Controlling water pollution; Waste water treatment
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- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention provides a kind of sponge urban construction road rain water processing system, including infiltration road surface, native stone mixed layer, concrete layer, base soil layer, concrete layer is formed in lower recess and is open, sand stone layer is arranged in opening, each opening is all connected with collecting pipe, water segregator, clean water chamber, reservoir chamber is arranged in base soil layer, collecting pipe is connected to water segregator, filter structure is set above clean water chamber, and filter structure includes the first filter chamber, the second filter chamber；First passage, second channel are opened up in water segregator, the second filter chamber includes water distributing plate, embankment, and water distributing plate and embankment interval are arranged, filter cloth is set between embankment and water distributing plate, embankment side wall opens up an overflow port, and the first filter chamber bottom is filter layer, and clean water chamber is located at below filter layer；A discharge outlet is opened up in first filter chamber, discharge outlet is connected to by drainpipe with reservoir chamber, and the control mechanism of control first passage or second channel opening and closing is provided on water segregator.The program is collected purification to rainwater and stores, for users to use.
Description
Technical field
The present invention relates to urban construction fields, in particular to sponge urban construction road rain water processing system.
Background technique
China's building is substantially mated formation using hard, and no rain-water accumulating arranges ability, once torrential rain is met, it is instantaneous a large amount of
Rainwater conflux city planting ductwork is drained, and not only rainwater can only flow into rivers in vain, once but also impeded drainage, just will appear city
City's waterlogging phenomenon, and this hard mats formation and increases " the heat island benefit " in city.And it is understanding that the construction in sponge city, which is exactly,
The certainly above problem, to city all kinds of facilities implement to the suction of rainwater, infiltration, it is stagnant, store, net, use, the functions such as row, promote city rain
The on-site elimination of water and utilization.But for current road, even if encountering rainwater row when raining heavyly by Green Space Design at up concave type
Still difficulty is let out, then needs to pour green plants with tap water when causing greenbelt ponding, and encountering arid.How sufficiently benefit
With rainwater and existing road surface resource, make rainwater that can be fully used and can be reduced urban waterlogging to be to be solved by this invention
Problem.
Summary of the invention
The object of the present invention is to provide a kind of sponge urban construction road rain water processing systems, carry out effectively benefit to rainwater
With.
Above-mentioned technical purpose of the invention has the technical scheme that a kind of sponge urban construction road
Rain processing system, including infiltration road surface, the native stone mixed layer below infiltration road surface, mixing below native stone mixed layer
Solidifying soil layer, the base soil layer below concrete layer, the concrete layer is wavy to be arranged and forms opening, institute in lower recess
Opening setting sand stone layer is stated, each opening is all connected with a collecting pipe protruded into base soil layer, and setting divides water in the base soil layer
Device, clean water chamber, collecting pipe are connected to far from open at one end with water segregator, and filter structure, the filtering are arranged above the clean water chamber
Structure includes the first filter chamber, is located at the first indoor second filter chamber of filtering, and second filter chamber and the first filter chamber exist
Circumferential and vertical direction is spaced setting；The first passage being connected to the first filter chamber and the second mistake are opened up in the water segregator
The second channel of filter chamber connection, the second filter chamber includes the water distributing plate being connected with the second channel, is trapped among outside water distributing plate and bottom is sealed
The embankment closed, the water distributing plate and embankment are spaced setting in circumferential direction and vertical direction, set between the embankment and water distributing plate
Filter cloth is set, the embankment side wall opens up an overflow port being located above filter cloth, and first filter chamber bottom is filter layer, described
Clean water chamber is located at below filter layer, and the clean water chamber connects an outlet pipe, and water outlet pump is arranged on the outlet pipe；First mistake
A discharge outlet is opened up on filter chamber, a reservoir chamber is also set up in the base soil layer, and the discharge outlet is connected by drainpipe and reservoir chamber
It is logical, the control mechanism of control first passage or second channel opening and closing is provided on the water segregator.
Rainwater seeps under infiltration road surface to native stone mixed layer, since native stone mixed layer contains a large amount of soil, meets water and exists
It will form muddy water in infitration process, concrete layer is waterproof, therefore muddy water can be pooled to the interior recess of concrete layer, and pass through sand
The primary filtering of rock layers enters water segregator by collecting pipe from opening；When water is lesser, first passage is opened, and second is logical
Road closing, it is primary to cross drainage by first passage into the first filter chamber, and enter clean water chamber from filter layer.When water is biggish
When, first passage is closed, and second channel is opened, primary to cross drainage by the secondary filter of filter cloth by overflow port, into the
One filter chamber, then reservoir chamber is flowed into from discharge outlet.The water of clean water chamber and reservoir chamber can directly feed urbanite water consumption.
Further, the water segregator includes water collection sheet, is provided with the remittance being gradually recessed on water collection sheet from edge to center
Collect slot, the first passage, second channel pass through sprue and be connected to collector groove, and the collector groove is connected to collecting pipe, institute
The junction setting one of sprue and collector groove is stated for collecting pipe water outlet to be imported to the diversion division for collecting groove center.
So when water is small, primary drainage excessively enters collector groove and to collector groove center convergence, primary to cross drainage
The impurity having, which is deposited on, collects groove center, is equivalent to and once crosses drainage by primary sedimentation purification, by the water of precipitation and purification
It is refiltered, filter effect is more preferably.
Further, control mechanism includes being located at the interfering body for collecting groove center, the control panel in water collection sheet, described
Interfering body is made of multiple interfering body abuttings being moved radially outward along collector groove, and each interfering body passes through the first drawstring
The blockage body of one closing discharge outlet of connection, the blockage body is located at the outside of the first filter chamber and interfering body is located at remittance under self weight
Blockage body closes discharge outlet when collecting groove center；Described control panel one end is connect by the second drawstring with the first drawstring, and control panel is another
One end connects a return unit, and control panel closing second channel, opening first passage, the discharge outlet are beaten when the discharge outlet is closed
Control panel closing first passage, opening second channel when opening.
In the case where water flow is small, interfering body is located at collector groove center and blockage body under self weight and closes discharge outlet, and first
Channel is opened, second channel closing, primary to cross drainage by first passage into the first filter chamber, and enters clear water from filter layer
Room.When water is larger, primary drainage of crossing cannot enter clean water chamber from filter layer in time, and primary drainage of crossing pushes blockage body
Discharge outlet is opened, pulls control panel to close first passage when blockage body is mobile, second channel is opened, most of primary mistake
Secondary filter of the drainage through filter cloth flows into reservoir chamber by overflow port, into the first filter chamber, then from discharge outlet, and fraction is also
It is that clean water chamber is entered by filter layer.
Collect groove center since impurity can be deposited on, in the larger situation of water, blockage body is once crossed drainage and rushed
When opening, while the first drawstring drives interfering body mobile to loosen to being adhered to the impurity collected at groove center, pass through water
Stream brings the second filter chamber into.
The difference in height of filter layer and discharge outlet is 10-12mm.
Due in the biggish situation of water, initial primary drainage of crossing still is directly entered the first filter chamber, and at this time due to
Water is larger, and primary drainage of crossing cannot carry out contamination precipitation in collector groove, and impurity can enter the first filter chamber, therefore will height
Design can open within the shorter time discharge outlet in the larger situation of water, close first passage, reduce in above range
Impurity enters the possibility of the first filter chamber.
Further, dirty room is deposited in the embankment center formation one that is recessed downwards, the embankment bottom from the company that deposits dirty room
Connect place's inclination upwards.
It is snapped down to by the impurity that filter cloth stops along embankment bottom and is depositing dirty room accumulation.
Further, floating ball is provided between the filter cloth and embankment, float ball density is the 0.9-1 of water density, and floating ball is logical
Grid is crossed to be enclosed in below filter cloth.
Floating ball most water flow floats up and down under driving and carries out certain impact to filter cloth, reduces absorption of the impurity on filter cloth.
Further, the reservoir chamber connects an outer discharge pipe, and a suction pump is arranged on the outer discharge pipe.
The water discharge of reservoir chamber is utilized by suction pump.
Further, the filter layer includes ceramic wafer, the through-hole being provided on ceramic wafer, the work being filled in through-hole
Property charcoal post, activated-charcoal column close to the second filter chamber one end stretch out through-hole.
Ceramic physical life is long, and active carbon has preferable filtration.Due to having sub-fraction impurity deposition
In ceramic plate surface, such activated-charcoal column stretches out through-hole, can reduce a possibility that activated-charcoal column is blocked.
In conclusion the invention has the following advantages: the present invention is filtered collection progress again to the rainwater of collection
It utilizes.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of embodiment；
Fig. 2 is the structural schematic diagram of filter structure and water segregator in Fig. 1；
Fig. 3 is the portion the A enlarged drawing of Fig. 2；
Fig. 4 is the portion the B enlarged drawing of Fig. 3.
Appended drawing reference: 11, road surface of seeping water；12, native stone mixed layer；13, concrete layer；14, base soil layer；15, sand stone layer；
16, collecting pipe；21, water collection sheet；22, collector groove；23, first passage；24, second channel；25, sprue；26, diversion division；31,
Clean water chamber；32, outlet pipe；33, water outlet pump；41, reservoir chamber；42, outer discharge pipe；43, suction pump；44, drainpipe；5, the first mistake
Filter chamber；51, ceramic wafer；52, activated-charcoal column；53, discharge outlet；6, the second filter chamber；61, water distributing plate；62, embankment；63, overflow
Mouthful；64, dirty room is deposited；65, support rod；66, filter cloth；67, floating ball；68, grid；71, control panel；72, interfering body；73, it first draws
Rope；74, the second drawstring；75, blockage body；76, return unit；77, mounting hole；78, limited block；79, deflector.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
A kind of sponge urban construction road rain water processing system, such as Fig. 1, including infiltration road surface 11, be located at infiltration road surface 11
The native stone mixed layer 12 of lower section, the concrete layer 13 positioned at native 12 lower section of stone mixed layer, the base soil positioned at 13 lower section of concrete layer
Layer 14, concrete layer 13 is wavy to be arranged and forms opening in lower recess, and sand stone layer 15 is arranged in opening, and each opening connects
Connect a collecting pipe 16 protruded into base soil layer 14.The mass ratio of soil and stone is 2:1 in native stone mixed layer 12.
Such as Fig. 1, base soil layer 14 is interior to be arranged water segregator, clean water chamber 31, reservoir chamber 41.Such as Fig. 2, water segregator includes water collection sheet
21, be provided with the collector groove 22 being gradually recessed on water collection sheet 21 from edge to center, collecting pipe 16 far from open at one end with collect
Slot 22 is connected to.
Such as Fig. 2, filter structure is set above clean water chamber 31.Filter structure includes the first filter chamber 5, is located at the first filter chamber
The second filter chamber 6 in 5, the second filter chamber 6 and the first filter chamber 5 are spaced setting in circumferential direction and vertical direction.Such as Fig. 3, divide
The second channel 24 for opening up the first passage 23 being connected to the first filter chamber 5 in hydrophone, being connected to the second filter chamber 6.First is logical
Road 23, second channel 24 are connected to by sprue 25 with collector groove 22, the junction setting one of sprue 25 and collector groove 22
For collecting pipe 16 to be discharged to the diversion division 26 for importing 22 center of collector groove.
Such as Fig. 2-3, the second filter chamber 6 includes the water distributing plate 61 being connected to second channel 24, is trapped among outside water distributing plate 61 and bottom
Dirty room 64 is deposited in the closed embankment 62 in portion, the formation one that is recessed downwards of 62 center of embankment, 62 bottom of embankment from the connection of depositing dirty room 64
Place's inclination upwards；Water distributing plate 61 is spaced setting, embankment in circumferential direction and vertical direction with embankment 62 by the support of support rod 65
Filter cloth 66 is set between 62 and water distributing plate 61, and 62 side wall of embankment opens up an overflow port 63 for being located at 66 top of filter cloth.Filter cloth 66 with
Floating ball 67 is provided between embankment 62,67 density of floating ball is the 0.9-1 of water density, and floating ball 67 is enclosed in filter cloth 66 by grid 68
Lower section.
Such as Fig. 2,5 bottom of the first filter chamber is filter layer, and filter layer includes ceramic wafer 51, is provided on ceramic wafer 51
Through-hole, the activated-charcoal column 52 being filled in through-hole, activated-charcoal column 52 stretch out through-hole, clean water chamber close to one end of the second filter chamber 6
31 are located at 51 lower section of ceramic wafer.
Such as Fig. 2, a discharge outlet 53 is opened up in the first filter chamber 5, discharge outlet 53 is connected to by drainpipe 44 with reservoir chamber 41,
The difference in height of 53 lower end of discharge outlet and 51 upper surface of ceramic wafer is 10-12mm.
Such as Fig. 1, clean water chamber 31 connects an outlet pipe 32, water outlet pump 33 is arranged on outlet pipe 32；Outside the connection of reservoir chamber 41 one
A suction pump 43 is arranged on outer discharge pipe 42 in discharge pipe 42.
Such as Fig. 2-3, the control mechanism that control first passage 23 or second channel 24 open and close is provided on water segregator.Control machine
Structure includes the interfering body 72 positioned at 22 center of collector groove, the control panel 71 in water collection sheet 21, and interfering body 72 is by multiple along remittance
The interfering body 72 that collection slot 22 is moved radially outward abuts composition, and each interfering body 72 passes through one closing row of the first drawstring 73 connection
The blockage body 75 at the mouth of a river 53, blockage body 75 are the sphere with certain elasticity.Blockage body 75 is located at the outside of the first filter chamber 5.
Such as Fig. 3-4, a horizontally disposed mounting hole 77 is opened up on water collection sheet 21, the mounting hole 77 is simultaneously and first passage
23, second channel 24 is connected to, and control panel 71 is located in mounting hole 77 and is connect by the second drawstring 74 with the first drawstring 73；Control
71 other end of plate connects a return unit 76, and return unit 76 is elastic string, and elastic string both ends are solid with water collection sheet 21, control panel 71 respectively
Fixed, elastic string provides the restoring force of a drive control plate 71 closing second channel 24；Mounting hole 77 is located at the outside of water collection sheet 21
A limited block 78 is fixed, for preventing control panel 71 to be detached from mounting hole 77.A deflector 79, the water conservancy diversion are also fixed on water collection sheet 21
Water is oriented to the first filter chamber 5 from mounting hole 77 by plate 79.Corresponding 73, second drawstrings of first drawstring of each interfering body 72
74, a mounting hole 77, one discharge outlet 53, one of control panel 71, one of second channel 24, one of first passage 23, one
75, return units 76 of blockage body, the quantity of interfering body 72 are generally three.
The course of work: rainwater seeps to native stone mixed layer 12 and converges to the indent of concrete layer 13 under infiltration road surface 11
Place enters collector groove 22 by collecting pipe 16 from opening by the primary filtering of sand stone layer 15.
When water flow is small: interfering body 72 is located at 22 center of collector groove, and the first drawstring 73, the second drawstring 74 are in exceptionally straight shape
State, blockage body 75 close discharge outlet 53, and control panel 71 closes second channel 24 under the action of return unit 76.
After once drainage enters collector groove 22 excessively, impurity is deposited on 22 center of collector groove close to 72 bottom of interfering body, passes through
The water of precipitation and purification enters sprue 25, enters the first filter chamber 5 after first passage 23, mounting hole 77, deflector 79, and
Enter clean water chamber 31 from 52 secondary filter of activated-charcoal column.
When water flow is big: dilutional hyponatremia on ceramic wafer 51 and cause water that cannot enter clean water chamber from activated-charcoal column 52 in time
31, it is sufficiently large to the power of blockage body 75 to rise hydraulic pressure for water level in the first filter chamber 5, so that blockage body 75 is mobile to open discharge outlet
53, and the first drawstring 73 pulls the impurity of 72 pairs of interfering body depositions to loosen at this time, the second drawstring 74 overcomes return unit 76
It replys force-closed first passage 23, open second channel 24；It is primary to cross drainage by water distributing plate 61 into the second filter chamber 6, it passes through
The secondary filter of filter cloth 66 enters the first filter chamber 5 by overflow port 63, and most of water eventually enters into storage by discharge outlet 53
Water chamber 41, fraction water enter clean water chamber 31 by activated-charcoal column 52.
It is supplied water when use by water outlet pump 33, suction pump 43.
Claims (8)
1. a kind of sponge urban construction road rain water processing system, it is characterised in that: including infiltration road surface (11), be located at water seepage road
Native stone mixed layer (12) below face (11), is located at concrete layer at the concrete layer (13) below native stone mixed layer (12)
(13) the base soil layer (14) below, the concrete layer (13) is wavy to be arranged and forms opening, the opening in lower recess
Place's setting sand stone layer (15), each opening are all connected with a collecting pipe (16) protruded into base soil layer (14), the base soil layer (14)
Interior setting water segregator, clean water chamber (31), collecting pipe (16) are connected to far from open at one end with water segregator, above the clean water chamber (31)
Filter structure is set, and the filter structure includes the first filter chamber (5), the second filter chamber in the first filter chamber (5)
(6), second filter chamber (6) is spaced setting in circumferential direction and vertical direction with the first filter chamber (5)；It is opened in the water segregator
If the first passage (23) being connected to the first filter chamber (5), the second channel (24) being connected to the second filter chamber (6), the second mistake
Filter chamber (6) includes the water distributing plate (61) being connected to second channel (24), is trapped among water distributing plate (61) outside and the closed embankment in bottom
(62), the water distributing plate (61) is spaced setting, the embankment (62) and water distribution in circumferential direction and vertical direction with embankment (62)
Filter cloth (66) are set between plate (61), embankment (62) side wall opens up an overflow port (63) being located above filter cloth (66), institute
Stating the first filter chamber (5) bottom is filter layer, and the clean water chamber (31) is located at below filter layer, clean water chamber (31) connection one
Water outlet pump (33) are arranged on the outlet pipe (32) in outlet pipe (32)；A discharge outlet is opened up on first filter chamber (5)
(53), it is also set up a reservoir chamber (41) in the base soil layer (14), the discharge outlet (53) passes through drainpipe (44) and reservoir chamber
(41) it is connected to, the control mechanism of control first passage (23) or second channel (24) opening and closing is provided on the water segregator.
2. sponge urban construction road rain water processing system according to claim 1, it is characterized in that: the water segregator includes
Water collection sheet (21) is provided with the collector groove (22) being gradually recessed on water collection sheet (21) from edge to center, the first passage
(23), second channel (24) is connected to by sprue (25) with collector groove (22), the collector groove (22) and collecting pipe (16)
The junction setting one of connection, the sprue (25) and collector groove (22) imports collector groove for being discharged collecting pipe (16)
(22) diversion division (26) at center.
3. sponge urban construction road rain water processing system according to claim 2, it is characterized in that: control mechanism includes position
Interfering body (72) in collector groove (22) center, the control panel (71) in water collection sheet (21), the interfering body (72) is by more
A interfering body (72) being moved radially outward along collector groove (22) abuts composition, and each interfering body (72) is drawn by first
The blockage body (75) of discharge outlet (53) is closed in (73) connection one of restricting, and the blockage body (75) is located at the outside of the first filter chamber (5)
And interfering body (72) under self weight be located at collector groove (22) center when blockage body (75) close discharge outlet (53)；The control panel
(71) one end is connect by the second drawstring (74) with the first drawstring (73), and control panel (71) other end connects a return unit (76),
Control panel (71) closes second channel (24), opens first passage (23) when the discharge outlet (53) is closed, the discharge outlet
(53) control panel (71) closes first passage (23), opens second channel (24) when opening.
4. sponge urban construction road rain water processing system according to claim 3, it is characterized in that: filter layer and discharge outlet
(53) difference in height is 10-12mm.
5. sponge urban construction road rain water processing system according to claim 3, it is characterized in that: in the embankment (62)
The heart formation that is recessed downwards one is deposited dirty room (64), and embankment (62) bottom from tilting upwards with the junction for depositing dirty room (64).
6. sponge urban construction road rain water processing system according to claim 5, it is characterized in that: the filter cloth (66) with
It is provided between embankment (62) floating ball (67), floating ball (67) density is the 0.9-1 of water density, and floating ball (67) is sealed by grid (68)
It closes below filter cloth (66).
7. sponge urban construction road rain water processing system according to claim 1, it is characterized in that: the reservoir chamber (41)
An outer discharge pipe (42) is connected, a suction pump (43) are set on the outer discharge pipe (42).
8. sponge urban construction road rain water processing system according to claim 1, it is characterized in that: the filter layer includes
There are ceramic wafer (51), the through-hole being provided on ceramic wafer (51), the activated-charcoal column (52) being filled in through-hole, activated-charcoal column (52)
Through-hole is stretched out in one end close to the second filter chamber (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711433241.5A CN108060623B (en) | 2017-12-26 | 2017-12-26 | Sponge urban construction road rain water processing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711433241.5A CN108060623B (en) | 2017-12-26 | 2017-12-26 | Sponge urban construction road rain water processing system |
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| Publication Number | Publication Date |
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| CN108060623A CN108060623A (en) | 2018-05-22 |
| CN108060623B true CN108060623B (en) | 2019-08-30 |
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| CN201711433241.5A Active CN108060623B (en) | 2017-12-26 | 2017-12-26 | Sponge urban construction road rain water processing system |
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677715B (en) * | 2018-05-30 | 2019-08-27 | 刘刚 | A kind of highway bridge subgrade and pavement and its construction method |
| CN109797636B (en) * | 2019-01-29 | 2021-11-09 | 广西南君建设有限公司 | Floor tile anti-splashing laying method |
| CN111101589B (en) * | 2020-01-06 | 2020-07-10 | 苏州仁和园林股份有限公司 | Ecological drainage system of afforestation maintenance |
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