CN106894492A - A kind of sponge city integral system - Google Patents
A kind of sponge city integral system Download PDFInfo
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- CN106894492A CN106894492A CN201710282566.1A CN201710282566A CN106894492A CN 106894492 A CN106894492 A CN 106894492A CN 201710282566 A CN201710282566 A CN 201710282566A CN 106894492 A CN106894492 A CN 106894492A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 359
- 239000011152 fibreglass Substances 0.000 claims abstract description 118
- 238000003860 storage Methods 0.000 claims abstract description 73
- 239000010865 sewage Substances 0.000 claims abstract description 56
- 239000013049 sediment Substances 0.000 claims abstract description 49
- 238000004804 winding Methods 0.000 claims description 29
- 235000012773 waffles Nutrition 0.000 claims description 21
- 238000000034 method Methods 0.000 claims description 19
- 230000008569 process Effects 0.000 claims description 18
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 230000000694 effects Effects 0.000 abstract description 16
- 239000011521 glass Substances 0.000 description 18
- 239000002585 base Substances 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 239000004743 Polypropylene Substances 0.000 description 9
- 238000001556 precipitation Methods 0.000 description 7
- 238000000746 purification Methods 0.000 description 7
- 230000009286 beneficial effect Effects 0.000 description 6
- 230000007613 environmental effect Effects 0.000 description 5
- 238000012545 processing Methods 0.000 description 5
- 238000000926 separation method Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 230000018109 developmental process Effects 0.000 description 3
- 230000007774 longterm Effects 0.000 description 3
- 238000007726 management method Methods 0.000 description 3
- 241000195493 Cryptophyta Species 0.000 description 2
- XLYOFNOQVPJJNP-ZSJDYOACSA-N Heavy water Chemical compound [2H]O[2H] XLYOFNOQVPJJNP-ZSJDYOACSA-N 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 230000032683 aging Effects 0.000 description 2
- 150000001447 alkali salts Chemical class 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 2
- 230000003749 cleanliness Effects 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 239000006185 dispersion Substances 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 239000002253 acid Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000005518 electrochemistry Effects 0.000 description 1
- 238000006056 electrooxidation reaction Methods 0.000 description 1
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- 238000003780 insertion Methods 0.000 description 1
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- 238000012544 monitoring process Methods 0.000 description 1
- 230000003204 osmotic effect Effects 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
-
- 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
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F2201/00—Details, devices or methods not otherwise provided for
- E03F2201/20—Measuring flow in sewer systems
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The invention discloses a kind of sponge city integral system, belong to water storage and utilize technical field, including water storage device, also include flood discharge device, water storage device includes fiberglass tank body and storage tank, and fiberglass tank body is separated into the first water treatment room, the second water treatment room and the 3rd water treatment room by the first demarcation strip and the second demarcation strip, and the first water treatment room top is provided with sediment separator, 3rd water treatment room top is provided with water treatment machine, and overflow device is fixedly connected with storage tank；Flood discharge device includes lower seepage well, shallow-layer cage road and deep layer cage road, and flood discharge drainpipe is connected with sewage pipe, and flood discharge drainpipe is connected through fiberglass tank body and with deep layer cage road, and overflow device is provided with fiberglass tank body, and overflow device is connected by pipeline with shallow-layer cage road.Rainwater and sewage can be changed into domestic water by the present invention, and high-efficiency environment friendly carries out flood discharge, with good flood discharge effect and general applicability by shallow-layer cage road, lower seepage well and deep layer cage road.
Description
Technical field
Technical field, more particularly to a kind of sponge city integral system are utilized the present invention relates to water storage.
Background technology
With the progress of society, the development of the mankind, Process of Urbanization Construction gradually accelerates process, in this process, Ren Menti
This theory of sponge city is gone out.Sponge city, is new generation of city storm water man- agement concept, refers to that city is adapting to environmental change
The aspects such as the natural calamity brought with reply rainwater have good " elasticity ", also referred to as " water elasticity city ".When raining
Water suction, retaining, infiltration, water purification, it is necessary to when the water " release " that will store and be used.Sponge city is built, plans as a whole to play certainly
Right ecological functions and manual intervention function, effectively control rainfall runoff, realize nature accumulation, naturally osmotic, the city of self-purification
City's development pattern, is conducive to repairing city Ecology, self-restraint water resource, and prevention waterlogging ability in enhancing city expands public product effective
Investment, improves new urbanization quality, promotes harmony between man and nature development.
It is the one kind " Reduction of Students' Study Load " and supplement to conventional drainage systems to build " sponge city ", farthest plays city sheet
The effect of body.Natural way is combined with artificial measures, on the premise of municipal drainage prevention waterlogging safety is ensured, to greatest extent
Accumulation, infiltration and purification of the rainwater in urban area are realized, promotes the utilization and ecological environmental protection of rainwater resource.
Before for a long time, people are just recycled using PP rainwater modules to rainwater, and PP rainwater modules are generally
The regeneration PP polypropylene of 100% high-quality.With water immersion without precipitate, free from extraneous odour, superpower resistance to strong acid, strong basicity use the longevity
The characteristics of ordering long.But the shortcoming of PP rainwater modules is it is also obvious that each PP module cistern is the plastics pieced together
Bag, there is the risk of rupture, as long as one small gap of rupture, water spills, and can just wash away silt, and hydraulic pressure causes that gap is gradually expanded
Greatly, more high concentration of sediment is washed away, long-term heavy rain washes away, a space is formed on nigh structure foundation bottom, exists to cause and builds
Build the inclined hidden danger of thing.If running into earthquake, it is easier to topple over.PP module cisterns are designed to store rainwater simultaneously
, but the leaf rubbish birds droppings silt inside rainwater, it is impossible to rationally remove, influence environmental sanitation.
Publication No. CN 205472939U, publication date is that the Chinese patent literature of on 08 17th, 2016 discloses one kind
The rain flood treatment of sponge urban construction, cleaning system, it is characterised in that：Including：Rain water collecting system, sewage disposal system, water
Cyclic utilization system；The rain water collecting system includes the default pipeline of municipal underground water pipe system, will be excessive in city
Rainwater be collected under fixed processing environment by default pipeline and store, the processing environment of the fixation includes biological aggregate,
Pre-processed using biological aggregate, the sewage disposal system is introduced by connecting line afterwards, institute is sent into using extracting device
State distribution, utilization in water circulation utilization system.
Publication No. CN 205604405U, publication date is that the Chinese patent literature of on 09 28th, 2016 discloses one kind
Retaining water purification integral system under sponge urban land, mainly by setting pot, sunk type greenery patches, underground conservation pool and equipment room group
Into, it is characterised in that：It is connected with sunk type greenery patches by downflow weir in setting pot, sunk type greenery patches is stored by overfall with underground
Pond connects, and underground conservation pool is arranged on setting pot with sunk type greenery patches lower section, and underground conservation pool is connected with equipment room by pipeline
Connect.
In prior art with above-mentioned patent document as representative, although rainwater can be carried out at purification to a certain extent
Reason, but whole system complex structure, processing cost are high, and efficiency is low, are not suitable for large-scale promotion application, and when generation big flood
When, it is impossible to good flood discharge is realized, the normal of influence whole system is used.
The content of the invention
Defect in order to overcome above-mentioned prior art of the invention, there is provided a kind of sponge city integral system, energy of the present invention
Rainwater and sewage enough are directly translated into domestic water to be used, high-efficiency environment friendly, and when flood occurs, can be quick
Flood discharge is carried out by shallow-layer cage road, lower seepage well and deep layer cage road, will not be blocked because of silt, with good flood discharge effect and general
All over applicability.
The present invention is achieved through the following technical solutions：
A kind of sponge city integral system, including water storage device, it is characterised in that：Also include flood discharge device, the water storage dress
Put including fiberglass tank body and storage tank, the first demarcation strip and the second demarcation strip, the first demarcation strip are provided with glass fiber reinforced plastic tank body
Fiberglass tank body is separated into the first water treatment room, the second water treatment room and the 3rd water treatment room, described with the second demarcation strip
The first opening is provided with one demarcation strip, the second opening is provided with the second demarcation strip, the first water treatment room top is provided with mud
Husky separator, is connected with water inlet pipe, outlet pipe and sewage pipe on sediment separator, outlet pipe and sewage pipe stretch into the first water process
Interior, the 3rd water treatment room top is provided with water treatment machine, and clear water pipe and return duct are provided with water treatment machine, and return duct is stretched into
In 3rd water treatment room, clear water pipe is connected with storage tank, and overflow device is fixedly connected with storage tank；The flood discharge device includes position
In the external lower seepage well of glass fiber reinforced plastic tank, shallow-layer cage road and deep layer cage road, shallow-layer cage road and deep layer cage road are connected with lower seepage well respectively,
Flood discharge drainpipe is connected with the sewage pipe, flood discharge drainpipe is through fiberglass tank body and is connected with deep layer cage road, fiberglass
Overflow device is provided with tank body, overflow device is connected by pipeline with shallow-layer cage road.
The storage tank includes glass reinforced plastic winding pipeline, the first end cap and the second end cap, the first end cap and glass reinforced plastic winding
One end of pipeline is tightly connected, and the second end cap is tightly connected with the other end of glass reinforced plastic winding pipeline.
The sediment separator includes cylindrical tube, and ring-shaped step, ring-shaped step are provided with the madial wall of cylindrical tube
Lower section is provided with interior fixed seat, and interior fixed seat forms annular groove, ring is provided with ring-shaped step with the madial wall of cylindrical tube
Shape filter screen, the upper end of annular filter screen is connected with ring-shaped step, and the lower end of annular filter screen is connected with interior fixed seat, cylindrical tube it is interior
Side wall forms clear water chamber with the lateral wall of annular filter screen.
Many vertical raised lines are distributed with the madial wall of the cylindrical tube, vertical raised line is located at ring-shaped step top, appoints
The spacing of two adjacent vertical raised lines of meaning is identical.
The annular filter screen includes lap segment, filter screen section and embedded section, lap segment, filter screen section and insertion successively from top to bottom
Section is formed in one and forms.
The interior fixed seat includes annular bottom plate and fixed base plate, and fixed base plate is vertically connected on the inner periphery of annular bottom plate
On wall.
The cross section of first opening and the second opening is circle, and the first grid is provided with the first opening
Plate, the first waffle slab detachable connection is provided with the second waffle slab, the second grid on the first demarcation strip on the second opening
Plate detachable connection is on the second demarcation strip.
The distance between roof is 50 centimetres in first opening and glass fiber reinforced plastic tank body, the second opening and fiberglass
The distance between tank body inner roof wall is 80 centimetres.
Magnetic valve is provided with the flood discharge drainpipe, pole is fixedly connected with flood discharge drainpipe, be provided with pole
High water level sensor, middle level sensor and low water level sensor, fiberglass tank wall are provided with electric cabinet, electric cabinet difference
Electrically connected with magnetic valve, high water level sensor, middle level sensor and low water level sensor.
First water treatment room, the second water treatment room and the 3rd water treatment room top are provided with manhole, the first water process
Staircase is provided with room, the second water treatment room and the 3rd water treatment room.
Operation principle of the invention is as follows：
When using, rainwater and sewage enter in sediment separator from the water inlet pipe on sediment separator, are separated through sediment separator
Water afterwards is flowed into the first water treatment room through outlet pipe, and the muddy water containing silt is discharged through sewage pipe；Through the first water process
Water after the precipitation of room is flowed into the second water treatment room from the first opening, by the water after the second water treatment room precipitation again from the
Two openings are flowed into the 3rd water treatment room, and the water in the 3rd water treatment room is back in water treatment machine by return duct, water
It carries out last purified treatment to processor pair, and the clear water after purified treatment enters standby in storage tank through clear water pipe, when need
When using clear water, can just be obtained easily by the overflow device on storage tank；Usually rainwater and sewage are through sediment separator
After water inlet pipe enters sediment separator, the muddy water containing silt is flowed into flood discharge drainpipe through sewage pipe, from flood discharge draining
Pipe is discharged；When there is big flood, the water in glass fiber reinforced plastic tank body is then spilt into shallow-layer cage road from overflow device, is discharged through shallow-layer cage road
Oozed with, the flood flowed into deep layer cage road through lower seepage well and flood discharge drainpipe then by deep layer cage road drain and under be seeped into it is deeper
Subsurface, so as to reach good flood discharge effect.
Beneficial effects of the present invention are mainly manifested in following aspect：
First, the present invention, also including flood discharge device, water storage device includes being set in fiberglass tank body and storage tank, glass fiber reinforced plastic tank body
There are the first demarcation strip and the second demarcation strip, fiberglass tank body is separated into the first water process by the first demarcation strip and the second demarcation strip
Room, the second water treatment room and the 3rd water treatment room, are provided with the first opening on the first demarcation strip, second is provided with the second demarcation strip
Opening, the first water treatment room top is provided with sediment separator, and water inlet pipe, outlet pipe and sewage are connected with sediment separator
Pipe, outlet pipe and sewage pipe are stretched into the first water treatment room, and the 3rd water treatment room top is provided with water treatment machine, on water treatment machine
Clear water pipe and return duct are provided with, return duct is stretched into the 3rd water treatment room, and clear water pipe is connected with storage tank, it is fixed on storage tank
It is connected with overflow device；Flood discharge device is included positioned at the external lower seepage well of glass fiber reinforced plastic tank, shallow-layer cage road and deep layer cage road, shallow-layer cage road
It is connected with lower seepage well respectively with deep layer cage road, flood discharge drainpipe is connected with sewage pipe, flood discharge drainpipe runs through fiberglass tank body
And be connected with deep layer cage road, overflow device is provided with fiberglass tank body, overflow device is connected with shallow-layer cage road by pipeline, used
When, rainwater and sewage enter in sediment separator from the water inlet pipe on sediment separator, and the water after being separated through sediment separator is passed through
Outlet pipe is flowed into the first water treatment room, and the muddy water containing silt is discharged through sewage pipe；After being precipitated through the first water treatment room
Water be flowed into the second water treatment room from the first opening, by the water after the second water treatment room precipitation again from the second opening
It is flowed into the 3rd water treatment room, the water in the 3rd water treatment room is back in water treatment machine by return duct, water treatment machine pair
It carries out last purified treatment, and the clear water after purified treatment enters standby in storage tank through clear water pipe, clear when needing to use
During water, can just be obtained easily by the overflow device on storage tank；Usually rainwater and sewage enter through the water inlet pipe of sediment separator
After entering sediment separator, the muddy water containing silt is flowed into flood discharge drainpipe through sewage pipe, from the discharge of flood discharge drainpipe；When
During generation big flood, the water in glass fiber reinforced plastic tank body is then spilt into shallow-layer cage road from overflow device, through shallow-layer cage road discharge and under ooze, pass through
The flood that lower seepage well and flood discharge drainpipe are flowed into deep layer cage road then by deep layer cage road drain and under be seeped into deeper subsurface,
So as to reach good flood discharge effect, oozed under whole process nature, without labor management；As a complete technical scheme,
For compared with prior art PP modules, using fiberglass tank body, with lightweight, specific strength is high, water-fast, acidproof alkali salt electrochemistry is rotten
The characteristics of erosion, not corrosion, ageing-resistant, uvioresistant, long service life, reliability high, the water after being separated through sediment separator is stored up
Exist in glass fiber reinforced plastic tank body, not raw algae, water quality is excellent；Each part is suitable for scale production, mechanization degree is high；City
Rainwater and sewage enter precipitation in glass fiber reinforced plastic tank body after directly being separated through separator for mud and water, then by water treatment machine purified treatment
Used as domestic water, turned waste into wealth, without urban rainwater and sewage transport are processed to sewage treatment plant, with stroke
Short, treatment effeciency is high, and processing cost is low, the effect of energy-conserving and environment-protective；Each component height of whole system is integrated, will store, under ooze,
Flood discharge, purification and reuse five functional are integrated in one, suitable large-scale promotion application.
2nd, the present invention, storage tank includes glass reinforced plastic winding pipeline, the first end cap and the second end cap, the first end cap and glass
The one end in steel winding pipe road is tightly connected, and the second end cap is tightly connected with the other end of glass reinforced plastic winding pipeline, using fiberglass
Winding pipe, with toughness and mechanical strength higher, can ensure the long-term of whole storage tank as the main element of storage tank
Stability in use.
3rd, the present invention, sediment separator includes cylindrical tube, ring-shaped step, ring is provided with the madial wall of cylindrical tube
Shape step lower section is provided with interior fixed seat, and interior fixed seat forms annular groove, set on ring-shaped step with the madial wall of cylindrical tube
Annular filter screen is equipped with, the upper end of annular filter screen is connected with ring-shaped step, and the lower end of annular filter screen is connected with interior fixed seat, cylindrical tube
The madial wall of body forms clear water chamber with the lateral wall of annular filter screen, and rainwater and sewage enter circle through the water inlet pipe on sediment separator
In column jecket body, because current have certain flow velocity, it is easy for forming vortex, current on the inwall of water impact to cylindrical tube
Inwall with cylindrical tube produces centrifugal force, and under the barrier effect of annular filter screen, the water for mixing silt is past dirty；Clear water
Stream is flowed into clear water chamber through annular filter screen under the action of the centrifugal force, realizes being automatically separated for muddy water, and machine is increased without extra
Tool power-equipment provides kinetic energy, and energy consumption is low, and environmental protection is convenient.
4th, the present invention, is distributed with many vertical raised lines on the madial wall of cylindrical tube, vertical raised line is located on ring-shaped step
Side, the spacing of any two adjacent vertical raised lines is identical, vertical convex due to being provided with for more smooth cylindrical tube madial wall
Bar so that the madial wall of cylindrical tube is uneven, is more prone to form vortex on the madial wall of water impact to cylindrical tube,
And then increase current centrifugal force, improve mud-water separation effect；The spacing of any two adjacent vertical raised lines is identical, and uniformity is good,
Enable clear water stream more uniformly through annular filter screen, gone out along the dispersion of the even circumferential of annular filter screen, enter one
Step enhances mud-water separation effect.
5th, the present invention, annular filter screen includes lap segment, filter screen section and embedded section, lap segment, filter screen section successively from top to bottom
It is formed in one with embedded section and is formed, annular filter screen firmly can be fixed on by cylindrical tube by lap segment and embedded section
Interior, overall construction intensity is high, and stability in use is strong.
6th, the present invention, interior fixed seat includes annular bottom plate and fixed base plate, and fixed base plate is vertically connected on annular bottom plate
On inner peripheral wall, simple structure, the stationary annular filter screen that can not only stablize, and also the dismounting and change of interior fixed seat is also quite square
Just.
7th, the present invention, the cross section of the first opening and the second opening is circle, and the is provided with the first opening
One waffle slab, the first waffle slab detachable connection is provided with the second waffle slab on the first demarcation strip on the second opening, the
Two waffle slab detachable connections, by setting waffle slab, can be entered on the second demarcation strip to the fine impurities of water float
The certain stop of row, prevents from entering in the 3rd water treatment room, ensures the cleanliness factor of the water entered in the 3rd water treatment room, beneficial to carrying
The treatment effect of postorder water treatment machine high.
8th, the present invention, the distance between roof is 50 centimetres in the first opening and glass fiber reinforced plastic tank body, the second opening with
The distance between roof is 80 centimetres in glass fiber reinforced plastic tank body, there is difference in height between the first opening and the second opening, is beneficial to
By water being flowed into the 3rd water treatment room from the first water treatment room, the second water treatment room gradually, through the water after repeatedly precipitation compared with
For limpid, beneficial to the treatment of postorder water treatment machine.
9th, the present invention, is provided with magnetic valve on flood discharge drainpipe, pole is fixedly connected with flood discharge drainpipe, on pole
High water level sensor, middle level sensor and low water level sensor are provided with, fiberglass tank wall is provided with electric cabinet, automatically controlled
Case is electrically connected with magnetic valve, high water level sensor, middle level sensor and low water level sensor respectively, can in real time monitor glass
Water level in glass cylinder of steel body, magnetic valve is opened and closed by electric cabinet, can timely by the water warp in glass fiber reinforced plastic tank body
Flood discharge drainpipe is discharged, it is to avoid fiberglass tank body is subject to the tension force of water for a long time, so as to ensure the intensity of fiberglass tank body and use
Stability.
Tenth, the present invention, the first water treatment room, the second water treatment room and the 3rd water treatment room top is provided with manhole, first
Be provided with staircase in water treatment room, the second water treatment room and the 3rd water treatment room, be easy to attendant periodically to the first water at
Reason room, the second water treatment room and the 3rd water treatment room carry out clean and maintenance, safeguard more convenient.
Brief description of the drawings
The present invention is described in further detail below in conjunction with specification drawings and specific embodiments, wherein：
Fig. 1 is structural representation of the invention；
Fig. 2 is the structural representation of the embodiment of the present invention 2；
Fig. 3 is the structural representation of sediment separator in the embodiment of the present invention 3；
Fig. 4 is structural representation of the annular filter screen in cylindrical tube in the embodiment of the present invention 4；
Fig. 5 is the structural representation of annular filter screen in the embodiment of the present invention 4；
Fig. 6 is the structural representation of interior fixed seat in the embodiment of the present invention 5；
Fig. 7 is the structural representation of the embodiment of the present invention 5；
Fig. 8 is the structural representation of the embodiment of the present invention 6；
Marked in figure：1st, tank body, 2, storage tank, the 3, first demarcation strip, the 4, second demarcation strip, the 5, first water treatment room, 6, second
Water treatment room, the 7, the 3rd water treatment room, the 8, first opening, the 9, second opening, 10, sediment separator, 11, water inlet pipe, 12,
Outlet pipe, 13, sewage pipe, 14, water treatment machine, 15, clear water pipe, 16, return duct, 17, overflow device, 18, lower seepage well, 19, shallow-layer
Cage road, 20, deep layer cage road, 21, flood discharge drainpipe, 22, overflow device, 23, glass reinforced plastic winding pipeline, the 24, first end cap, 25,
Two end caps, 26, cylindrical tube, 27, ring-shaped step, 28, interior fixed seat, 29, annular groove, 30, annular filter screen, 31, raised line,
32nd, lap segment, 33, filter screen section, 34, embedded section, 35, annular bottom plate, 36, fixed base plate, the 37, first waffle slab, the 38, second net
Panel, 39, magnetic valve, 40, pole, 41, high water level sensor, 42, middle level sensor, 43, low water level sensor, 44, electricity
Control case, 45, manhole, 46, staircase.
Specific embodiment
Embodiment 1
Referring to Fig. 1, a kind of sponge city integral system, including water storage device, also including flood discharge device, the water storage device bag
Include in fiberglass tank body 1 and storage tank 2, fiberglass tank body 1 and be provided with the first demarcation strip 3 and the second demarcation strip 4, the first demarcation strip
3 and second demarcation strip 4 fiberglass tank body 1 is separated into the first water treatment room 5, the second water treatment room 6 and the 3rd water treatment room 7,
The first opening 8 is provided with first demarcation strip 3, the second opening 9 is provided with the second demarcation strip, on the first water treatment room 5
Side is provided with sediment separator 10, and water inlet pipe 11, outlet pipe 12 and sewage pipe 13, outlet pipe 12 are connected with sediment separator 10
Stretched into the first water treatment room 5 with sewage pipe 13, the top of the 3rd water treatment room 7 is provided with water treatment machine 14, on water treatment machine 14
Clear water pipe 15 and return duct 16 are provided with, return duct 16 is stretched into the 3rd water treatment room 7, and clear water pipe 15 is connected with storage tank 2, stored up
Overflow device 17 is fixedly connected with water tank 2；The flood discharge device includes lower seepage well 18, the shallow-layer cage outside fiberglass tank body 1
Road 19 and deep layer cage road 20, shallow-layer cage road 19 and deep layer cage road 20 are connected with lower seepage well 18 respectively, are connected on the sewage pipe 13
There is flood discharge drainpipe 21, flood discharge drainpipe 21 is connected through fiberglass tank body 1 and with deep layer cage road 20, is set on fiberglass tank body 1
Overflow device 22 is equipped with, overflow device 22 is connected by pipeline with shallow-layer cage road 19.
The present embodiment is most basic implementation method, the sediment separator and storage tank of prior art.Water storage device
Including fiberglass tank body and storage tank, be provided with the first demarcation strip and the second demarcation strip in glass fiber reinforced plastic tank body, the first demarcation strip and
Fiberglass tank body is separated into the first water treatment room, the second water treatment room and the 3rd water treatment room by the second demarcation strip, and first separates
The first opening is provided with plate, the second opening is provided with the second demarcation strip, the first water treatment room top is provided with silt separation
Device, is connected with water inlet pipe, outlet pipe and sewage pipe on sediment separator, outlet pipe and sewage pipe are stretched into the first water treatment room,
3rd water treatment room top is provided with water treatment machine, and clear water pipe and return duct are provided with water treatment machine, and return duct stretches into the 3rd
In water treatment room, clear water pipe is connected with storage tank, and overflow device is fixedly connected with storage tank；Flood discharge device includes being located at fiberglass
Lower seepage well, shallow-layer cage road and deep layer cage road outside tank body, shallow-layer cage road and deep layer cage road are connected with lower seepage well respectively, on sewage pipe
Flood discharge drainpipe is connected with, flood discharge drainpipe is connected through fiberglass tank body and with deep layer cage road, is provided with fiberglass tank body
Overflow device, overflow device is connected by pipeline with shallow-layer cage road, and when using, the water inlet pipe of rainwater and sewage from sediment separator enters
Enter in sediment separator, the water after being separated through sediment separator is flowed into the first water treatment room through outlet pipe, contains silt
Muddy water is discharged through sewage pipe；Water after being precipitated through the first water treatment room is flowed into the second water treatment room from the first opening,
It is flowed into the 3rd water treatment room from the second opening again by the water after the second water treatment room precipitation, in the 3rd water treatment room
Water is back in water treatment machine by return duct, and water treatment machine carries out last purified treatment to it, clear after purified treatment
Water enters standby in storage tank through clear water pipe, when clear water is needed to use, can just be obtained easily by the overflow device on storage tank
；After usually rainwater and sewage enter sediment separator through the water inlet pipe of sediment separator, the muddy water containing silt is through sewage
Pipe is flowed into flood discharge drainpipe, from the discharge of flood discharge drainpipe；When there is big flood, the water in glass fiber reinforced plastic tank body is then from overflow device
Spill into shallow-layer cage road, through shallow-layer cage road discharge and under ooze, through the flood that lower seepage well and flood discharge drainpipe are flowed into deep layer cage road
Water then by deep layer cage road drain and under be seeped into deeper subsurface, so as to reach good flood discharge effect, whole process nature
Under ooze, without labor management；As a complete technical scheme, compared with prior art PP modules for, using fiberglass tank body,
With lightweight, specific strength is high, water-fast, acidproof alkali salt electrochemical corrosion, not corrosion, ageing-resistant, uvioresistant, service life
It is long, the characteristics of reliability is high, the water after being separated through sediment separator is stored in glass fiber reinforced plastic tank body, not raw algae, water quality
It is excellent；Each part is suitable for scale production, mechanization degree is high；Urban rainwater and sewage directly separate laggard through separator for mud and water
Enter precipitation in glass fiber reinforced plastic tank body, then domestic water is can be used as by water treatment machine purified treatment to use, turn waste into wealth, without by city
City's rainwater and sewage transport are processed to sewage treatment plant, short with stroke, and treatment effeciency is high, and processing cost is low, energy-conserving and environment-protective
Effect；Each component height of whole system is integrated, will store, under ooze, flood discharge, purification and reuse five functional are integrated in one, fit
Suitable large-scale promotion application.
Embodiment 2
Referring to Fig. 2, a kind of sponge city integral system, including water storage device, also including flood discharge device, the water storage device bag
Include in fiberglass tank body 1 and storage tank 2, fiberglass tank body 1 and be provided with the first demarcation strip 3 and the second demarcation strip 4, the first demarcation strip
3 and second demarcation strip 4 fiberglass tank body 1 is separated into the first water treatment room 5, the second water treatment room 6 and the 3rd water treatment room 7,
The first opening 8 is provided with first demarcation strip 3, the second opening 9 is provided with the second demarcation strip, on the first water treatment room 5
Side is provided with sediment separator 10, and water inlet pipe 11, outlet pipe 12 and sewage pipe 13, outlet pipe 12 are connected with sediment separator 10
Stretched into the first water treatment room 5 with sewage pipe 13, the top of the 3rd water treatment room 7 is provided with water treatment machine 14, on water treatment machine 14
Clear water pipe 15 and return duct 16 are provided with, return duct 16 is stretched into the 3rd water treatment room 7, and clear water pipe 15 is connected with storage tank 2, stored up
Overflow device 17 is fixedly connected with water tank 2；The flood discharge device includes lower seepage well 18, the shallow-layer cage outside fiberglass tank body 1
Road 19 and deep layer cage road 20, shallow-layer cage road 19 and deep layer cage road 20 are connected with lower seepage well 18 respectively, are connected on the sewage pipe 13
There is flood discharge drainpipe 21, flood discharge drainpipe 21 is connected through fiberglass tank body 1 and with deep layer cage road 20, is set on fiberglass tank body 1
Overflow device 22 is equipped with, overflow device 22 is connected by pipeline with shallow-layer cage road 19.
The storage tank 2 includes glass reinforced plastic winding pipeline 23, the first end cap 24 and the second end cap 25, the first end cap 24 and glass
The one end in glass steel winding pipe road 23 is tightly connected, and the second end cap 25 is tightly connected with the other end of glass reinforced plastic winding pipeline 23.
The present embodiment is a better embodiment, and storage tank includes glass reinforced plastic winding pipeline, the first end cap and the second end cap,
First end cap is tightly connected with one end of glass reinforced plastic winding pipeline, and the second end cap connects with the other end sealing of glass reinforced plastic winding pipeline
Connect, using glass fiber reinforced plastic wound tube as the main element of storage tank, with toughness and mechanical strength higher, can ensure whole
The long-term use stability of storage tank.
Embodiment 3
Referring to Fig. 2 and Fig. 3, a kind of sponge city integral system, including water storage device, also including flood discharge device, the water storage
Device includes being provided with the first demarcation strip 3 and the second demarcation strip 4, first in fiberglass tank body 1 and storage tank 2, fiberglass tank body 1
Be separated into fiberglass tank body 1 at first water treatment room 5, the second water treatment room 6 and the 3rd water by the demarcation strip 4 of demarcation strip 3 and second
Reason room 7, is provided with the first opening 8 on first demarcation strip 3, the second opening 9, the first water process are provided with the second demarcation strip
The top of room 5 is provided with sediment separator 10, and water inlet pipe 11, outlet pipe 12 and sewage pipe 13 are connected with sediment separator 10, goes out
Water pipe 12 and sewage pipe 13 are stretched into the first water treatment room 5, and the top of the 3rd water treatment room 7 is provided with water treatment machine 14, water process
Clear water pipe 15 and return duct 16 are provided with machine 14, return duct 16 is stretched into the 3rd water treatment room 7, clear water pipe 15 and storage tank 2
Connection, is fixedly connected with overflow device 17 on storage tank 2；The flood discharge device include lower seepage well 18 outside the fiberglass tank body 1,
Shallow-layer cage road 19 and deep layer cage road 20, shallow-layer cage road 19 and deep layer cage road 20 are connected with lower seepage well 18 respectively, the sewage pipe 13
On be connected with flood discharge drainpipe 21, flood discharge drainpipe 21 is through fiberglass tank body 1 and is connected with deep layer cage road 20, fiberglass tank body
Overflow device 22 is provided with 1, overflow device 22 is connected by pipeline with shallow-layer cage road 19.
The storage tank 2 includes glass reinforced plastic winding pipeline 23, the first end cap 24 and the second end cap 25, the first end cap 24 and glass
The one end in glass steel winding pipe road 23 is tightly connected, and the second end cap 25 is tightly connected with the other end of glass reinforced plastic winding pipeline 23.
The sediment separator 10 includes cylindrical tube 26, and ring-shaped step 27 is provided with the madial wall of cylindrical tube 26,
The lower section of ring-shaped step 27 is provided with interior fixed seat 28, and interior fixed seat 28 forms annular groove 29 with the madial wall of cylindrical tube 26,
Annular filter screen 30 is provided with ring-shaped step 27, the upper end of annular filter screen 30 is connected with ring-shaped step 27, under annular filter screen 30
End is connected with interior fixed seat 28, and the madial wall of cylindrical tube 26 forms clear water chamber with the lateral wall of annular filter screen 30.
The present embodiment is another better embodiment, and sediment separator includes cylindrical tube, on the madial wall of cylindrical tube
Ring-shaped step is provided with, ring-shaped step lower section is provided with interior fixed seat, and interior fixed seat forms annular with the madial wall of cylindrical tube
Groove, is provided with annular filter screen on ring-shaped step, the upper end of annular filter screen is connected with ring-shaped step, the lower end of annular filter screen with it is interior
Fixed seat is connected, and the madial wall of cylindrical tube forms clear water chamber with the lateral wall of annular filter screen, and rainwater and sewage are separated through silt
Water inlet pipe on device enters in cylindrical tube, because current have certain flow velocity, on the inwall of water impact to cylindrical tube
It is easy for forming vortex, current produce centrifugal force with the inwall of cylindrical tube, under the barrier effect of annular filter screen, mixes silt
Water toward flow down；Clear water stream is flowed into clear water chamber through annular filter screen under the action of the centrifugal force, realizes the automatic of muddy water
Separate, kinetic energy is provided without the extra mechanical and power equipment that increases, energy consumption is low, and environmental protection is convenient.
Embodiment 4
Referring to Fig. 2-Fig. 5, a kind of sponge city integral system, including water storage device, also including flood discharge device, the water storage dress
Put including fiberglass tank body 1 and storage tank 2, the first demarcation strip 3 and the second demarcation strip 4, first point are provided with fiberglass tank body 1
Fiberglass tank body 1 is separated into the first water treatment room 5, the second water treatment room 6 and the 3rd water process by the demarcation strip 4 of dividing plate 3 and second
Room 7, is provided with the first opening 8 on first demarcation strip 3, the second opening 9, the first water treatment room are provided with the second demarcation strip
5 tops are provided with sediment separator 10, and water inlet pipe 11, outlet pipe 12 and sewage pipe 13, water outlet are connected with sediment separator 10
Pipe 12 and sewage pipe 13 are stretched into the first water treatment room 5, and the top of the 3rd water treatment room 7 is provided with water treatment machine 14, water treatment machine
Clear water pipe 15 and return duct 16 are provided with 14, return duct 16 is stretched into the 3rd water treatment room 7, and clear water pipe 15 connects with storage tank 2
Connect, overflow device 17 is fixedly connected with storage tank 2；The flood discharge device includes lower seepage well 18 outside the fiberglass tank body 1, shallow
Ceng Long roads 19 and deep layer cage road 20, shallow-layer cage road 19 and deep layer cage road 20 are connected with lower seepage well 18 respectively, on the sewage pipe 13
Flood discharge drainpipe 21 is connected with, flood discharge drainpipe 21 is through fiberglass tank body 1 and is connected with deep layer cage road 20, fiberglass tank body 1
On be provided with overflow device 22, overflow device 22 is connected by pipeline with shallow-layer cage road 19.
The storage tank 2 includes glass reinforced plastic winding pipeline 23, the first end cap 24 and the second end cap 25, the first end cap 24 and glass
The one end in glass steel winding pipe road 23 is tightly connected, and the second end cap 25 is tightly connected with the other end of glass reinforced plastic winding pipeline 23.
The sediment separator 10 includes cylindrical tube 26, and ring-shaped step 27 is provided with the madial wall of cylindrical tube 26,
The lower section of ring-shaped step 27 is provided with interior fixed seat 28, and interior fixed seat 28 forms annular groove 29 with the madial wall of cylindrical tube 26,
Annular filter screen 30 is provided with ring-shaped step 27, the upper end of annular filter screen 30 is connected with ring-shaped step 27, under annular filter screen 30
End is connected with interior fixed seat 28, and the madial wall of cylindrical tube 26 forms clear water chamber with the lateral wall of annular filter screen 30.
Many vertical raised lines 31 are distributed with the madial wall of the cylindrical tube 26, vertical raised line 31 is located at ring-shaped step 27
Top, the spacing of any two adjacent vertical raised lines 31 is identical.
The annular filter screen 30 includes lap segment 32, filter screen section 33 and embedded section 34, lap segment 32, filter successively from top to bottom
The network segment 33 and embedded section 34 are formed in one and form.
The present embodiment is another better embodiment, many vertical raised lines is distributed with the madial wall of cylindrical tube, vertically
Raised line is located at ring-shaped step top, and the spacing of any two adjacent vertical raised lines is identical, more smooth cylindrical tube madial wall and
Speech, due to being provided with vertical raised line so that the madial wall of cylindrical tube is uneven, the madial wall of water impact to cylindrical tube
On be more prone to be formed vortex, and then increase current centrifugal force, improve mud-water separation effect；Any two adjacent vertical raised lines
Spacing is identical, and uniformity is good so that clear water stream can more uniformly pass through annular filter screen, and the circumference along annular filter screen is equal
Even dispersion is gone out, and further enhancing mud-water separation effect.Annular filter screen from top to bottom successively include lap segment, filter screen section and
Embedded section, lap segment, filter screen section and embedded section are formed in one and form, can firmly by annular by lap segment and embedded section
Filter screen is fixed in cylindrical tube, and overall construction intensity is high, and stability in use is strong.
Embodiment 5
Referring to Fig. 3-Fig. 7, a kind of sponge city integral system, including water storage device, also including flood discharge device, the water storage dress
Put including fiberglass tank body 1 and storage tank 2, the first demarcation strip 3 and the second demarcation strip 4, first point are provided with fiberglass tank body 1
Fiberglass tank body 1 is separated into the first water treatment room 5, the second water treatment room 6 and the 3rd water process by the demarcation strip 4 of dividing plate 3 and second
Room 7, is provided with the first opening 8 on first demarcation strip 3, the second opening 9, the first water treatment room are provided with the second demarcation strip
5 tops are provided with sediment separator 10, and water inlet pipe 11, outlet pipe 12 and sewage pipe 13, water outlet are connected with sediment separator 10
Pipe 12 and sewage pipe 13 are stretched into the first water treatment room 5, and the top of the 3rd water treatment room 7 is provided with water treatment machine 14, water treatment machine
Clear water pipe 15 and return duct 16 are provided with 14, return duct 16 is stretched into the 3rd water treatment room 7, and clear water pipe 15 connects with storage tank 2
Connect, overflow device 17 is fixedly connected with storage tank 2；The flood discharge device includes lower seepage well 18 outside the fiberglass tank body 1, shallow
Ceng Long roads 19 and deep layer cage road 20, shallow-layer cage road 19 and deep layer cage road 20 are connected with lower seepage well 18 respectively, on the sewage pipe 13
Flood discharge drainpipe 21 is connected with, flood discharge drainpipe 21 is through fiberglass tank body 1 and is connected with deep layer cage road 20, fiberglass tank body 1
On be provided with overflow device 22, overflow device 22 is connected by pipeline with shallow-layer cage road 19.
The storage tank 2 includes glass reinforced plastic winding pipeline 23, the first end cap 24 and the second end cap 25, the first end cap 24 and glass
The one end in glass steel winding pipe road 23 is tightly connected, and the second end cap 25 is tightly connected with the other end of glass reinforced plastic winding pipeline 23.
The sediment separator 10 includes cylindrical tube 26, and ring-shaped step 27 is provided with the madial wall of cylindrical tube 26,
The lower section of ring-shaped step 27 is provided with interior fixed seat 28, and interior fixed seat 28 forms annular groove 29 with the madial wall of cylindrical tube 26,
Annular filter screen 30 is provided with ring-shaped step 27, the upper end of annular filter screen 30 is connected with ring-shaped step 27, under annular filter screen 30
End is connected with interior fixed seat 28, and the madial wall of cylindrical tube 26 forms clear water chamber with the lateral wall of annular filter screen 30.
Many vertical raised lines 31 are distributed with the madial wall of the cylindrical tube 26, vertical raised line 31 is located at ring-shaped step 27
Top, the spacing of any two adjacent vertical raised lines 31 is identical.
The annular filter screen 30 includes lap segment 32, filter screen section 33 and embedded section 34, lap segment 32, filter successively from top to bottom
The network segment 33 and embedded section 34 are formed in one and form.
The interior fixed seat 28 includes annular bottom plate 35 and fixed base plate 36, and fixed base plate 36 is vertically connected on annular bottom plate
On 35 inner peripheral wall.
The cross section of the opening 9 of first opening 8 and second is circle, and first is provided with the first opening 8
Waffle slab 37, the detachable connection of the first waffle slab 37 is provided with the second grid on the first demarcation strip 3 on second opening 9
Plate 38, the detachable connection of the second waffle slab 38 is on the second demarcation strip 4.
The distance between first opening 8 and the inner roof wall of fiberglass tank body 1 are 50 centimetres, the second opening 9 and glass
The distance between inner roof wall of glass cylinder of steel body 1 is 80 centimetres.
The present embodiment is another better embodiment, and interior fixed seat includes annular bottom plate and fixed base plate, and fixed base plate hangs down
It is direct-connected to be connected on the inner peripheral wall of annular bottom plate, simple structure, the stationary annular filter screen that can not only stablize, and interior fixed seat
Dismounting and change also quite facilitate.The cross section of the first opening and the second opening is circle, is set on the first opening
There is the first waffle slab, the first waffle slab detachable connection is provided with the second grid on the first demarcation strip on the second opening
Plate, the second waffle slab detachable connection on the second demarcation strip, by setting waffle slab, can be to the tiny miscellaneous of water float
Matter carries out certain stop, prevents from entering in the 3rd water treatment room, ensures the cleanliness factor of the water entered in the 3rd water treatment room, profit
In the treatment effect for improving postorder water treatment machine.The distance between roof is 50 centimetres in first opening and glass fiber reinforced plastic tank body,
The distance between roof is 80 centimetres in second opening and glass fiber reinforced plastic tank body, is existed between the first opening and the second opening
Difference in height, beneficial to being flowed into the 3rd water treatment room from the first water treatment room, the second water treatment room gradually by water, through repeatedly heavy
Water behind shallow lake is more limpid, beneficial to the treatment of postorder water treatment machine.
Embodiment 6
Referring to Fig. 3, Fig. 4, Fig. 5, Fig. 6 and Fig. 8, a kind of sponge city integral system, including water storage device, also filled including flood discharge
Put, the water storage device includes being provided with the first demarcation strip 3 and second in fiberglass tank body 1 and storage tank 2, fiberglass tank body 1
Fiberglass tank body 1 is separated into the first water treatment room 5, the second water treatment room by demarcation strip 4, the first demarcation strip 3 and the second demarcation strip 4
6 and the 3rd water treatment room 7, the first opening 8 is provided with first demarcation strip 3, the second opening is provided with the second demarcation strip
9, the top of the first water treatment room 5 is provided with sediment separator 10, and water inlet pipe 11, the and of outlet pipe 12 are connected with sediment separator 10
Sewage pipe 13, outlet pipe 12 and sewage pipe 13 are stretched into the first water treatment room 5, and the top of the 3rd water treatment room 7 is provided with water process
Machine 14, is provided with clear water pipe 15 and return duct 16 on water treatment machine 14, return duct 16 is stretched into the 3rd water treatment room 7, clear water pipe
15 are connected with storage tank 2, and overflow device 17 is fixedly connected with storage tank 2；The flood discharge device includes being located at outside fiberglass tank body 1
Lower seepage well 18, shallow-layer cage road 19 and deep layer cage road 20, shallow-layer cage road 19 and deep layer cage road 20 be connected with lower seepage well 18 respectively, institute
State and flood discharge drainpipe 21 be connected with sewage pipe 13, flood discharge drainpipe 21 is connected through fiberglass tank body 1 and with deep layer cage road 20,
Overflow device 22 is provided with fiberglass tank body 1, overflow device 22 is connected by pipeline with shallow-layer cage road 19.
The storage tank 2 includes glass reinforced plastic winding pipeline 23, the first end cap 24 and the second end cap 25, the first end cap 24 and glass
The one end in glass steel winding pipe road 23 is tightly connected, and the second end cap 25 is tightly connected with the other end of glass reinforced plastic winding pipeline 23.
The sediment separator 10 includes cylindrical tube 26, and ring-shaped step 27 is provided with the madial wall of cylindrical tube 26,
The lower section of ring-shaped step 27 is provided with interior fixed seat 28, and interior fixed seat 28 forms annular groove 29 with the madial wall of cylindrical tube 26,
Annular filter screen 30 is provided with ring-shaped step 27, the upper end of annular filter screen 30 is connected with ring-shaped step 27, under annular filter screen 30
End is connected with interior fixed seat 28, and the madial wall of cylindrical tube 26 forms clear water chamber with the lateral wall of annular filter screen 30.
Many vertical raised lines 31 are distributed with the madial wall of the cylindrical tube 26, vertical raised line 31 is located at ring-shaped step 27
Top, the spacing of any two adjacent vertical raised lines 31 is identical.
The annular filter screen 30 includes lap segment 32, filter screen section 33 and embedded section 34, lap segment 32, filter successively from top to bottom
The network segment 33 and embedded section 34 are formed in one and form.
The interior fixed seat 28 includes annular bottom plate 35 and fixed base plate 36, and fixed base plate 36 is vertically connected on annular bottom plate
On 35 inner peripheral wall.
The cross section of the opening 9 of first opening 8 and second is circle, and first is provided with the first opening 8
Waffle slab 37, the detachable connection of the first waffle slab 37 is provided with the second grid on the first demarcation strip 3 on second opening 9
Plate 38, the detachable connection of the second waffle slab 38 is on the second demarcation strip 4.
The distance between first opening 8 and the inner roof wall of fiberglass tank body 1 are 50 centimetres, the second opening 9 and glass
The distance between inner roof wall of glass cylinder of steel body 1 is 80 centimetres.
Magnetic valve 39 is provided with the flood discharge drainpipe 21, pole 40, pole are fixedly connected with flood discharge drainpipe 21
High water level sensor 41, middle level sensor 42 and low water level sensor 43 are provided with 40, the outer wall of fiberglass tank body 1 is provided with
Electric cabinet 44, electric cabinet 44 respectively with magnetic valve 39, high water level sensor 41, middle level sensor 42 and low water level sensor 43
Electrical connection.
First water treatment room 5, the second water treatment room 6 and the top of the 3rd water treatment room 7 are provided with manhole 45, the first water
Staircase 46 is provided with process chamber 5, the second water treatment room 6 and the 3rd water treatment room 7.
The present embodiment is preferred forms, and magnetic valve is provided with flood discharge drainpipe, is fixedly connected on flood discharge drainpipe
There is pole, high water level sensor, middle level sensor and low water level sensor are provided with pole, fiberglass tank wall is set
There is electric cabinet, electric cabinet is electrically connected with magnetic valve, high water level sensor, middle level sensor and low water level sensor respectively, energy
Water level in enough glass fiber reinforced plastic tank bodies of monitoring in real time, magnetic valve is opened and closed by electric cabinet, can timely by glass
Water in cylinder of steel body is discharged through flood discharge drainpipe, it is to avoid fiberglass tank body is subject to the tension force of water for a long time, so as to ensure glass fiber reinforced plastic tank
The intensity and stability in use of body.First water treatment room, the second water treatment room and the 3rd water treatment room top are provided with manhole, the
Staircase is provided with one water treatment room, the second water treatment room and the 3rd water treatment room, is easy to attendant periodically to the first water
Process chamber, the second water treatment room and the 3rd water treatment room carry out clean and maintenance, safeguard more convenient.
Claims (10)
1. a kind of sponge city integral system, including water storage device, it is characterised in that：Also include flood discharge device, the water storage
Device includes fiberglass tank body（1）And storage tank（2）, fiberglass tank body（1）Inside it is provided with the first demarcation strip（3）Separate with second
Plate（4）, the first demarcation strip（3）With the second demarcation strip（4）By fiberglass tank body（1）It is separated into the first water treatment room（5）, the second water
Process chamber（6）With the 3rd water treatment room（7）, first demarcation strip（3）On be provided with the first opening（8）, on the second demarcation strip
It is provided with the second opening（9）, the first water treatment room（5）Top is provided with sediment separator（10）, sediment separator（10）Upper company
It is connected to water inlet pipe（11）, outlet pipe（12）And sewage pipe（13）, outlet pipe（12）And sewage pipe（13）Stretch into the first water treatment room
（5）It is interior, the 3rd water treatment room（7）Top is provided with water treatment machine（14）, water treatment machine（14）On be provided with clear water pipe（15）With
Return duct（16）, return duct（16）Stretch into the 3rd water treatment room（7）It is interior, clear water pipe（15）With storage tank（2）Connection, storage tank
（2）On be fixedly connected with overflow device（17）；The flood discharge device includes being located at fiberglass tank body（1）Outer lower seepage well（18）, it is shallow
Ceng Long roads（19）With deep layer cage road（20）, shallow-layer cage road（19）With deep layer cage road（20）Respectively with lower seepage well（18）Connection, it is described
Sewage pipe（13）On be connected with flood discharge drainpipe（21）, flood discharge drainpipe（21）Through fiberglass tank body（1）And with deep layer cage road
（20）Connection, fiberglass tank body（1）On be provided with overflow device（22）, overflow device（22）By pipeline and shallow-layer cage road（19）Even
Connect.
2. a kind of sponge city integral system according to claim 1, it is characterised in that：The storage tank（2）Including
Glass reinforced plastic winding pipeline（23）, the first end cap（24）With the second end cap（25）, the first end cap（24）With glass reinforced plastic winding pipeline
（23）One end be tightly connected, the second end cap（25）With glass reinforced plastic winding pipeline（23）The other end be tightly connected.
3. a kind of sponge city integral system according to claim 1, it is characterised in that：The sediment separator（10）
Including cylindrical tube（26）, cylindrical tube（26）Madial wall on be provided with ring-shaped step（27）, ring-shaped step（27）Lower section sets
It is equipped with interior fixed seat（28）, interior fixed seat（28）With cylindrical tube（26）Madial wall formed annular groove（29）, ring-shaped step
（27）On be provided with annular filter screen（30）, annular filter screen（30）Upper end and ring-shaped step（27）Connection, annular filter screen（30）'s
Lower end and interior fixed seat（28）Connection, cylindrical tube（26）Madial wall and annular filter screen（30）Lateral wall formed clear water chamber.
4. a kind of sponge city integral system according to claim 3, it is characterised in that：The cylindrical tube（26）'s
Many vertical raised lines are distributed with madial wall（31）, vertical raised line（31）Positioned at ring-shaped step（27）Top, any two adjacent
Vertical raised line（31）Spacing it is identical.
5. a kind of sponge city integral system according to claim 3, it is characterised in that：The annular filter screen（30）From
Top to bottm includes lap segment successively（32）, filter screen section（33）With embedded section（34）, lap segment（32）, filter screen section（33）With embedded section
（34）It is formed in one and forms.
6. a kind of sponge city integral system according to claim 3, it is characterised in that：The interior fixed seat（28）Bag
Include annular bottom plate（35）And fixed base plate（36）, fixed base plate（36）It is vertically connected on annular bottom plate（35）Inner peripheral wall on.
7. a kind of sponge city integral system according to claim 1, it is characterised in that：First opening（8）
With the second opening（9）Cross section be circle, the first opening（8）On be provided with the first waffle slab（37）, the first grid
Plate（37）Detachable connection is in the first demarcation strip（3）On, the second opening（9）On be provided with the second waffle slab（38）, second
Waffle slab（38）Detachable connection is in the second demarcation strip（4）On.
8. a kind of sponge city integral system according to claim 1, it is characterised in that：First opening（8）
With fiberglass tank body（1）The distance between inner roof wall is 50 centimetres, the second opening（9）With fiberglass tank body（1）Inner roof wall it
Between distance be 80 centimetres.
9. a kind of sponge city integral system according to claim 1, it is characterised in that：The flood discharge drainpipe（21）
On be provided with magnetic valve（39）, flood discharge drainpipe（21）On be fixedly connected with pole（40）, pole（40）On be provided with high water level
Sensor（41）, middle level sensor（42）And low water level sensor（43）, fiberglass tank body（1）Outer wall is provided with electric cabinet
（44）, electric cabinet（44）Respectively with magnetic valve（39）, high water level sensor（41）, middle level sensor（42）Sensed with low water level
Device（43）Electrical connection.
10. a kind of sponge city integral system according to claim 1, it is characterised in that：First water treatment room
（5）, the second water treatment room（6）With the 3rd water treatment room（7）Top is provided with manhole（45）, the first water treatment room（5）, the second water
Process chamber（6）With the 3rd water treatment room（7）Inside it is provided with staircase（46）.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108328773A (en) * | 2018-03-06 | 2018-07-27 | 湖南文理学院 | A kind of rainwater treatment device for sponge city |
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| CN205925200U (en) * | 2016-08-18 | 2017-02-08 | 张铁耀 | Muddy water self -detaching formula water storage box |
| CN206800573U (en) * | 2017-04-26 | 2017-12-26 | 张铁耀 | A kind of sponge city integral system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108328773A (en) * | 2018-03-06 | 2018-07-27 | 湖南文理学院 | A kind of rainwater treatment device for sponge city |
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Application publication date: 20170627 |