CN107265784A - Multi-layer combined sewage-treatment plant - Google Patents
Multi-layer combined sewage-treatment plant Download PDFInfo
- Publication number
- CN107265784A CN107265784A CN201710671536.XA CN201710671536A CN107265784A CN 107265784 A CN107265784 A CN 107265784A CN 201710671536 A CN201710671536 A CN 201710671536A CN 107265784 A CN107265784 A CN 107265784A
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- Prior art keywords
- pond
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- pond body
- coagulating basin
- tank
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Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
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- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Treatment Of Sludge (AREA)
Abstract
The invention belongs to technical field of sewage treatment equipment, it is related to a kind of multi-layer combined sewage-treatment plant, including one layer of pond body, two-layer structure, three layers of pond body, the four layers of pond body vertically set gradually from the bottom up；Preliminary sedimentation tank, hydrolytic tank one, coagulating basin, coagulating basin connection preliminary sedimentation tank, preliminary sedimentation tank connection hydrolytic tank one are disposed with wherein four layers pond body；Three layers of pond body are disposed with oxygen compatibility pool, hydrolytic tank two and Aerobic Pond one.Product of the present invention uses the arrangement of three-dimensional, the effectively save enterprise's land resource of energy, improve the utilization rate to enterprise's useful space, i.e. by the way that each pond body of original planarization arrangement is realized using three-dimensional arrangement, after production wastewater collection three layers of pond are delivered to through power, pass through pipeline or preset hole diversion using the high low head in liquid level difference between pond and every layer of pond, auxiliary power need not be used to pass through the processing per procedure and reach discharge, reuse standard, can effectively save space, reduction energy consumption and fault rate.
Description
Technical field
The invention belongs to sewage disposal combination Treated sewage reusing and sludge treatment equipment technical field, it is related to a kind of MULTILAYER COMPOSITE
Formula sewage-treatment plant.
Background technology
Our national economic developments achieve proud achievement since reform and opening-up, but the development of extensive style is also to ecological ring
Brought heavy destruction in border, and unprocessed or below standard sewage is directly discharged in river by many industrial and mining enterprises, causes soil
With water body severe contamination.Country advocates Green Development, advocates economic intensivization development energetically in recent years, whereby east wind environmental protection industry
Rare opportunity to develop is welcome.Specific to sewage treatment industry, because the plant layout of industrial and mining enterprises has been molded, carrying out
Supporting sewage treatment project and equipment is carried when marking requirement and Treated sewage reusing by space is limited, and there is larger construction difficult
Topic.
The content of the invention
The present invention is in view of the above-mentioned problems, provide a kind of multi-layer combined sewage-treatment plant, the device is using three-dimensional
Arrangement, is delivered to top layer pond through power after production wastewater collection, utilizes liquid level difference between pond and the height in every layer of pond
Low head reaches discharge, reuse standard by pipeline or preset hole diversion without passing through the processing per procedure using auxiliary power,
Can effectively save space, reduction energy consumption and fault rate.
According to technical scheme：A kind of multi-layer combined sewage-treatment plant, including be sequentially connected with by pipeline
Coagulating basin two, preliminary sedimentation tank three, anaerobic reation pool, anaerobic reation pool by pipeline be sequentially connected with oxygen compatibility pool, Aerobic Pond, two sink
Pond, coagulating basin three and tube settler, it is characterised in that：Also include coagulating basin one, coagulating basin one is sequentially connected with just by pipeline
Heavy pond one, preliminary sedimentation tank two, hydrolytic tank one, hydrolytic tank two, hydrolytic tank two-way piping connection oxygen compatibility pool, the coagulating basin two, just
Heavy pond three, anaerobic reation pool, coagulating basin one, preliminary sedimentation tank one, preliminary sedimentation tank two, hydrolytic tank one, hydrolytic tank two, oxygen compatibility pool, Aerobic Pond,
Second pond spatially arrange by shape, and is at least distributed in three sheaf spaces, and wherein tube settler may be contained within bottom with second pond；
Mud scraper is respectively mounted on the column set in the second pond and tube settler.
As a further improvement on the present invention, Aerobic Pond includes Aerobic Pond one, Aerobic Pond two, and second pond includes second pond
First, second pond two, second pond three；The multi-layer combined sewage-treatment plant includes one layer of pond body, two-layer structure, three layers of pond
Body, four layers of pond body, wherein four layers of pond body be provided with coagulating basin one, coagulating basin two, preliminary sedimentation tank one, preliminary sedimentation tank two, preliminary sedimentation tank three and
Hydrolytic tank one, three layers of pond body are provided with oxygen compatibility pool, hydrolytic tank two, Aerobic Pond one, and one layer of pond body is provided with second pond, coagulating basin
3rd, Aerobic Pond two, tube settler, sludge reflux pond one, sludge reflux pond two, sludge-tank, coagulating basin three, pump house, recycle-water
Pond, second pond one, second pond two, second pond three are connected with sludge reflux pond one respectively, the connection coagulating basin three of second pond two, mix
Solidifying pond tee joint sludge-tank, sludge-tank connection tube settler, tube settler connection sludge reflux pond two；The two-layer structure
Treated sewage reusing equipment room, sludge treatment device, auxiliary equipment department and sewerage control room are set.
As a further improvement on the present invention, the bottom of pond of four layers of pond body is four layers of bottom of pond plate, the bottom of pond of three layers of pond body
For three layers of bottom of pond plate.
As a further improvement on the present invention, the mud scraper includes installing reductor on inspection platform, inspection platform, stands
Post top, which is fixed above the pallet having above embedded board, embedded board around column, pallet, movable disk, in pallet and work
There is rolling element between dynamic rotating disk, movable disk is supported on rolling element, and movable disk is driven by reductor；It is sharp below movable disk
Mud support is scraped with guide shell connection, mud pedestal lower end connection mud-scraping apparatus is scraped；Guide shell top be provided with cloth mill weir, cloth mill weir it is interior
Side connects the cylinder lumen of guide shell, and water inlet pipe is arranged in pond body top, and the delivery port of water inlet pipe is extended in cloth mill weir, pond body
Upper inside wall sets effluent weir, and effluent weir connects the delivery port of pond body；Pond body bottom sets sewage draining exit.
As a further improvement on the present invention, some rolling elements are set in the tray upper surface sets annular groove, annular groove,
Movable disk is supported on rolling element；The tooth-shape structure that movable disk outer ring is set mutually is nibbled with the gear on speed reducer output shaft
Close；
Or the sprocket wheel on the sprocket wheel and speed reducer output shaft of movable disk outer ring setting utilizes chain to be connected with each other；
Or the belt pulley on the belt pulley and speed reducer output shaft of movable disk outer ring setting utilizes belt to be connected with each other.
As a further improvement on the present invention, the outer ring bottom surface of movable disk has the cylindrical part extended straight down, cylinder
Shape subordinate end is tightly connected guide shell；Guide shell lower end, which is fixedly connected, scrapes mud support, scrapes mud pedestal lower end connection mud-scraping apparatus, scrapes
Mud device includes scraping mud support and being connected to the cleaning shoe for scraping mud frame bottom, passes through drag-line phase between mud-scraping apparatus and guide shell
Connection.
As a further improvement on the present invention, the sewage outfalls setting is in the bottom of pond body sidewall.
As a further improvement on the present invention, the movable disk includes rotating disk subdivision part one and rotating disk subdivision part two, institute
The joint face for stating rotating disk subdivision part one and rotating disk subdivision part two sets location structure, and is connected with each other using connector.
As a further improvement on the present invention, the uniform pre-buried setting embedded board of the column peripheral surface, every piece described pre-
Middle fixing plate is fixedly installed in buried plate surface centre position, and middle fixing plate both sides set one piece of side fixed plate respectively, and side is solid
Fixed board is fixedly connected with the tray, and the side fixed plate is connected with middle fixing plate by connecting bolt.
As a further improvement on the present invention, the anaerobic reation pool has two, and two anaerobic reation pools run through three layers
Pond body and four layers of pond body are set.
The technical effects of the invention are that：Product of the present invention uses the arrangement of three-dimensional, can effectively save enterprise's soil
Ground resource, improves the utilization rate to enterprise's useful space, i.e., by the way that each pond body of original planarization arrangement is used into three-dimensional cloth
The mode of putting is realized.
Brief description of the drawings
Fig. 1 is structural representation of the invention.
Fig. 2 is front view of the invention.
Fig. 3 is Fig. 2 left view.
Fig. 4 is Fig. 2 right view.
Fig. 5 is Fig. 2 rearview.
Fig. 6 is the top view of one layer of pond body of the invention.
Fig. 7 is the top view of three layers of pond body of the invention.
Fig. 8 is the top view of four layers of pond body of the invention.
Fig. 9 is the structural representation of mud scraper in the present invention.
Figure 10 is Fig. 9 top view.
Figure 11 is the connection diagram of movable disk and pallet in the present invention.
Figure 12 is Figure 11 top view.
Embodiment
The embodiment to the present invention is further described below in conjunction with the accompanying drawings.
In Fig. 1 ~ 12, including it is coagulating basin 21, preliminary sedimentation tank 32, anaerobic reation pool 3, coagulating basin 1, preliminary sedimentation tank 1, just heavy
Pond 26, hydrolytic tank 1, hydrolytic tank 28, hydrolytic tank 28, oxygen compatibility pool 9, Aerobic Pond 1, Aerobic Pond 2 11, second pond 1,
Second pond 2 13, second pond 3 14, tube settler 15, one layer of pond body 16, two-layer structure 17, three layers of pond body 18, four layers of pond body
19th, reuse pool 20, pump house 21, mud scraper 22, inspection platform 22-1, effluent weir 22-2, pond body 22-3, mud-scraping apparatus 22-4,
Reductor 22-6, movable disk 22-7, the 22-7-1 of rotating disk subdivision part one, the 22-7-2 of rotating disk subdivision part two, cylindrical part 22-7-3, support
Disk 22-8, cloth mill weir 22-9, guide shell 22-10, scrape mud support 22-11, water inlet pipe 22-12, embedded board 22-13, rolling element 22-
14th, annular groove 22-15, drag-line 22-16, sewage draining exit 22-17, connecting bolt 22-18, side fixed plate 22-19, middle fixing plate 22-
20th, coagulating basin 3 23, sludge reflux pond 2 24, sludge-tank 25, four layers of bottom of pond plate 26, three layers of bottom of pond plate 27, sludge reflux pond one
28 etc..
As shown in Fig. 1 ~ 12, the present invention is a kind of multi-layer combined sewage-treatment plant, including passes through pipe
Coagulating basin 21 that road is sequentially connected with, preliminary sedimentation tank 32, anaerobic reation pool 3, anaerobic reation pool 3 are sequentially connected with oxygen compatibility pool by pipeline
9th, Aerobic Pond, second pond, coagulating basin 3 23 and tube settler 15, it also includes coagulating basin 1, and coagulating basin 1 passes through pipeline
Preliminary sedimentation tank 1, preliminary sedimentation tank 26, hydrolytic tank 1, hydrolytic tank 28 are sequentially connected with, hydrolytic tank 28 connects oxygen compatibility pool 9 by pipeline,
The coagulating basin 21, preliminary sedimentation tank 32, anaerobic reation pool 3, coagulating basin 1, preliminary sedimentation tank 1, preliminary sedimentation tank 26, hydrolytic tank 1,
Spatially shape is arranged for hydrolytic tank 28, oxygen compatibility pool 9, Aerobic Pond, second pond, and is at least distributed in three sheaf spaces, and wherein inclined tube sinks
Shallow lake pond 15 may be contained within bottom with second pond；It is respectively mounted on the column 22-5 set in the second pond and tube settler 15
Mud scraper 22.
Aerobic Pond includes Aerobic Pond 1, Aerobic Pond 2 11, and second pond includes second pond 1, second pond 2 13, two and sunk
Pond 3 14；The multi-layer combined sewage-treatment plant includes one layer of pond body 16, two-layer structure 17, three layers of pond body 18, four layers of pond
Body 19, wherein four layers of pond body 19 be provided with coagulating basin 1, coagulating basin 21, preliminary sedimentation tank 1, preliminary sedimentation tank 26, preliminary sedimentation tank 32 and
Hydrolytic tank 1, three layers of pond body 18 are provided with oxygen compatibility pool 9, hydrolytic tank 28, Aerobic Pond 1, and one layer of pond body 16 is provided with two and sunk
Pond, coagulating basin 3 23, Aerobic Pond 2 11, tube settler 15, sludge reflux pond 1, sludge reflux pond 2 24, sludge-tank 25,
Coagulating basin 3 23, pump house 21, reuse pool 20, second pond 1, second pond 2 13, second pond 3 14 respectively with sludge reflux pond
One 28 are connected, and the connection coagulating basin 3 23 of second pond 2 13, the connection sludge-tank 25 of coagulating basin 3 23, the connection inclined tube of sludge-tank 25 sinks
Shallow lake pond 15, the connection sludge reflux of tube settler 15 pond 2 24；At the setting Treated sewage reusing of two-layer structure 17 equipment room, sludge
Manage equipment, auxiliary equipment department and sewerage control room.
The bottom of pond of four layers of pond body 19 is four layers of bottom of pond plate 26, and the bottom of pond of three layers of pond body 18 is three layers of bottom of pond plate 27.
Mud scraper 22 includes installing reductor 22-6 on inspection platform 22-1, inspection platform 22-1, and column 22-5 tops are consolidated
Determine have activity above the pallet 22-8 for having circular column 22-5 above embedded board 22-13, embedded board 22-13, pallet 22-8
Rotating disk 22-7, has rolling element 22-14, movable disk 22-7 to be supported in rolling element 22- between pallet 22-8 and movable disk 22-7
On 14, movable disk 22-7 is driven by reductor 22-6；Below movable disk 22-7 mud branch is scraped using guide shell 22-10 connections
Frame 22-11, scrapes mud support 22-11 lower ends connection mud-scraping apparatus 22-4；Guide shell 22-10 tops are provided with cloth mill weir 22-9, water distribution
Weir 22-9 inner side connection guide shell 22-10 cylinder lumen, water inlet pipe 22-12 is arranged in pond body 22-3 tops, water inlet pipe 22-
12 delivery port is extended in cloth mill weir 22-9, and pond body 22-3 upper inside walls set effluent weir 22-2, effluent weir 22-2 connections pond
Body 22-3 delivery port；Pond body 22-3 bottoms set sewage draining exit 22-17.
Some rolling element 22-14 are set during annular groove 22-15, annular groove 22-15 are set in the pallet 22-8 upper surfaces, activity
Rotating disk 22-7 is supported on rolling element 22-14；The tooth-shape structure that movable disk 22-7 outer rings are set and reductor 22-6 output shafts
On gear be meshed；
Or the sprocket wheel that movable disk 22-7 outer rings are set is connected with each other with the sprocket wheel on reductor 22-6 output shafts using chain；
Or the belt pulley and the belt pulley on reductor 22-6 output shafts of the setting of movable disk 22-7 outer rings are mutual using belt
Connection.
Movable disk 22-7 outer ring bottom surface has the cylindrical part 22-7-3 extended straight down, cylindrical part 22-7-3 lower ends
It is tightly connected guide shell 22-10；Guide shell 22-10 lower ends, which are fixedly connected, scrapes mud support 22-11, scrapes mud support 22-11 lower ends company
Mud-scraping apparatus 22-4 is met, mud-scraping apparatus 22-4 includes scraping mud support and is connected to the cleaning shoe for scraping mud frame bottom, mud-scraping apparatus
It is connected between 22-4 and guide shell 22-10 by drag-line 22-16.
Sewage draining exit 22-17 is arranged on the bottom of pond body 22-3 sides wall.
Movable disk 22-7 includes the 22-7-1 of the rotating disk subdivision part one and 22-7-2 of rotating disk subdivision part two, the rotating disk subdivision part
The one 22-7-1 and 22-7-2 of rotating disk subdivision part two joint face sets location structure, and is connected with each other using connector.
Column 22-5 peripheral surfaces uniform pre-buried setting embedded board 22-13, every piece of embedded board 22-13 surfaces interposition
Put and middle fixing plate 22-20 is fixedly installed, middle fixing plate 22-20 both sides set one piece of side fixed plate 22-19 respectively, side is solid
Fixed board 22-19 is fixedly connected with pallet 22-8, and the side fixed plate 22-19 and middle fixing plate 22-20 passes through connecting bolt 22-
18 are connected.
Anaerobic reation pool 3 has two, and two anaerobic reation pools 3 are set through three layers of pond body 18 and four layers of pond body 19.This
Be separately installed with traditional mud scraper in heavy pond 1, preliminary sedimentation tank 26, preliminary sedimentation tank 32 in invention, traditional mud scraper with
The structure of mud scraper 22 is different.
The present invention is operationally, it would be desirable to which the waste water of processing is emitted into plant area's regulating reservoir collection first, according to waste strength
Difference, high-concentration waste water is passed through coagulating basin 21, after high-concentration waste water flows out from coagulating basin 21, by pipeline enter detest
In oxygen reaction tank 3, waste water enters in oxygen compatibility pool 9 after being flowed out from anaerobic reation pool 3, then sequentially enters Aerobic Pond 1, good
In oxygen pond 2 11, after sewage flows out from Aerobic Pond 2 11, second pond 1, second pond 2 13, second pond 3 14 are sequentially entered
In, the mud scraper 22 in second pond rotates the processing operation for carrying out sludge, after sewage flows out from second pond, into coagulating basin three
In 23, sewage enters in tube settler 15 after being flowed out from coagulating basin 3 23, and sewage is via tube settler 15 and is installed on
After mud scraper 22 in tube settler 15 is handled, sludge enters in sludge reflux pond 2 24 and sludge reflux pond 1, processing
Sewage afterwards, which enters, carries out Treated sewage reusing processing or qualified discharge in reuse pool 20.For the waste water of low concentration, sewage is passed through
In coagulating basin 1, sewage is sequentially entered after being flowed out from coagulating basin 1 in preliminary sedimentation tank 1, preliminary sedimentation tank 26, and sewage is from preliminary sedimentation tank
Sequentially entered after being flowed out in 26 in hydrolytic tank 1 and hydrolytic tank 28, sewage enters oxygen compatibility pool 9 after being flowed out from hydrolytic tank 28
In, so far the follow-up process of sewage of low concentration and the follow-up process of high-concentration sewage are consistent.Operationally, sewage is in weight by the present invention
Under power effect, by liquid level difference between pond, flowing from high in the end is realized.
Claims (10)
1. a kind of multi-layer combined sewage-treatment plant, including the coagulating basin two being sequentially connected with by pipeline（1）, preliminary sedimentation tank three
（2）, anaerobic reation pool（3）, anaerobic reation pool（3）Oxygen compatibility pool is sequentially connected with by pipeline（9）, Aerobic Pond, second pond, coagulating basin
Three（23）And tube settler（15）, it is characterised in that：Also include coagulating basin one（4）, coagulating basin one（4）Sequentially connected by pipeline
Connect preliminary sedimentation tank one（5）, preliminary sedimentation tank two（6）, hydrolytic tank one（7）, hydrolytic tank two（8）, hydrolytic tank two（8）Pass through pipeline connection and oxygen
Pond（9）, the coagulating basin two（1）, preliminary sedimentation tank three（2）, anaerobic reation pool（3）, coagulating basin one（4）, preliminary sedimentation tank one（5）, it is just heavy
Pond two（6）, hydrolytic tank one（7）, hydrolytic tank two（8）, oxygen compatibility pool（9）, Aerobic Pond, second pond spatially arrange by shape, and at least divide
It is distributed in three sheaf spaces, wherein tube settler（15）Bottom is may be contained within second pond；The second pond and tube settler
（15）The column of middle setting（22-5）On be respectively mounted mud scraper（22）.
2. multi-layer combined sewage-treatment plant as claimed in claim 1, it is characterised in that：Aerobic Pond includes Aerobic Pond one
（10）, Aerobic Pond two（11）, second pond include second pond one（12）, second pond two（13）, second pond three（14）；The multilayer is answered
Box-like sewage-treatment plant includes one layer of pond body（16）, two-layer structure（17）, three layers of pond body（18）, four layers of pond body（19）, wherein
Four layers of pond body（19）It is provided with coagulating basin one（4）, coagulating basin two（1）, preliminary sedimentation tank one（5）, preliminary sedimentation tank two（6）, preliminary sedimentation tank three（2）
And hydrolytic tank one（7）, three layers of pond body（18）It is provided with oxygen compatibility pool（9）, hydrolytic tank two（8）, Aerobic Pond one（10）, one layer of pond body
（16）It is provided with second pond, coagulating basin three（23）, Aerobic Pond two（11）, tube settler（15）, sludge reflux pond one（28）, it is dirty
Mud backflow pool two（24）, sludge-tank（25）, coagulating basin three（23）, pump house（21）, reuse pool（20）, second pond one（12）, two
Heavy pond two（13）, second pond three（14）Respectively with sludge reflux pond one（28）It is connected, second pond two（13）Connect coagulating basin three
（23）, coagulating basin three（23）Connect sludge-tank（25）, sludge-tank（25）Connect tube settler（15）, tube settler（15）Even
Logical sludge reflux pond two（24）；The two-layer structure（17）Treated sewage reusing equipment room, sludge treatment device, auxiliary equipment department are set
And sewerage control room.
3. multi-layer combined sewage-treatment plant as claimed in claim 2, it is characterised in that：Four layers of pond body（19）Pond
Bottom is four layers of bottom of pond plate（26）, three layers of pond body（18）Bottom of pond be three layers of bottom of pond plate（27）.
4. multi-layer combined sewage-treatment plant as claimed in claim 2, it is characterised in that：The mud scraper（22）Including inspection
Equating platform（22-1）, inspection platform（22-1）Upper installation reductor（22-6）, column（22-5）Embedded board is fixed on top（22-
13）, embedded board（22-13）Above have circular column（22-5）Pallet（22-8）, pallet（22-8）Above have activity turn
Disk（22-7）, in pallet（22-8）With movable disk（22-7）Between have rolling element（22-14）, movable disk（22-7）It is supported in rolling
Kinetoplast（22-14）On, movable disk（22-7）By reductor（22-6）Driving；Movable disk（22-7）Below utilize guide shell
（22-10）Mud support is scraped in connection（22-11）, scrape mud support（22-11）Lower end connects mud-scraping apparatus（22-4）；Guide shell（22-
10）Top is provided with cloth mill weir（22-9）, cloth mill weir（22-9）Inner side connection guide shell（22-10）Cylinder lumen, water inlet pipe
（22-12）It is arranged in pond body（22-3）Top, water inlet pipe（22-12）Delivery port extend to cloth mill weir（22-9）In, pond body
（22-3）Upper inside wall sets effluent weir（22-2）, effluent weir（22-2）Connect pond body（22-3）Delivery port；Pond body（22-3）
Bottom sets sewage draining exit（22-17）.
5. multi-layer combined sewage-treatment plant as claimed in claim 4, it is characterised in that：In the pallet（22-8）Upper table
Face sets annular groove（22-15）, annular groove（22-15）It is middle that some rolling elements are set（22-14）, movable disk（22-7）It is supported in rolling
Body（22-14）On；Movable disk（22-7）Tooth-shape structure and reductor that outer ring is set（22-6）Gear on output shaft is mutually nibbled
Close；
Or movable disk（22-7）Sprocket wheel and reductor that outer ring is set（22-6）Sprocket wheel on output shaft is mutual using chain
Connection；
Or movable disk（22-7）Belt pulley and reductor that outer ring is set（22-6）Belt pulley on output shaft utilizes belt
It is connected with each other.
6. multi-layer combined sewage-treatment plant as claimed in claim 4, it is characterised in that：Movable disk（22-7）Outer ring
Bottom surface has the cylindrical part extended straight down（22-7-3）, cylindrical part（22-7-3）Lower end is tightly connected guide shell（22-10）；
Guide shell（22-10）Lower end, which is fixedly connected, scrapes mud support（22-11）, scrape mud support（22-11）Lower end connects mud-scraping apparatus（22-
4）, mud-scraping apparatus（22-4）The cleaning shoe of mud frame bottom, mud-scraping apparatus are scraped including scraping mud support and being connected to（22-4）With leading
Flow cartridge（22-10）Between pass through drag-line（22-16）It is connected.
7. multi-layer combined sewage-treatment plant as claimed in claim 4, it is characterised in that：The sewage draining exit（22-17）If
Put in pond body（22-3）The bottom of side wall.
8. multi-layer combined sewage-treatment plant as claimed in claim 4, it is characterised in that：The movable disk（22-7）Bag
Include rotating disk subdivision part one（22-7-1）With rotating disk subdivision part two（22-7-2）, the rotating disk subdivision part one（22-7-1）Cutd open with rotating disk
Bulk-breaking two（22-7-2）Joint face set location structure, and using connector be connected with each other.
9. multi-layer combined sewage-treatment plant as claimed in claim 4, it is characterised in that：The column（22-5）Circumferential table
The uniform pre-buried setting embedded board in face（22-13）, every piece of embedded board（22-13）Surface centre position is fixedly installed middle solid
Fixed board（22-20）, middle fixing plate（22-20）Both sides set one piece of side fixed plate respectively（22-19）, side fixed plate（22-19）
With pallet（22-8）It is fixedly connected, the side fixed plate（22-19）With middle fixing plate（22-20）Pass through connecting bolt（22-
18）It is connected.
10. multi-layer combined sewage-treatment plant as claimed in claim 1, it is characterised in that：The anaerobic reation pool（3）Have
Two, two anaerobic reation pools（3）Through three layers of pond body（18）With four layers of pond body（19）Set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710671536.XA CN107265784A (en) | 2017-08-08 | 2017-08-08 | Multi-layer combined sewage-treatment plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710671536.XA CN107265784A (en) | 2017-08-08 | 2017-08-08 | Multi-layer combined sewage-treatment plant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107265784A true CN107265784A (en) | 2017-10-20 |
Family
ID=60077091
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|---|---|---|---|
| CN201710671536.XA Pending CN107265784A (en) | 2017-08-08 | 2017-08-08 | Multi-layer combined sewage-treatment plant |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111285496A (en) * | 2020-03-06 | 2020-06-16 | 中国能源建设集团广东省电力设计研究院有限公司 | Raw water treatment system |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202983311U (en) * | 2013-01-04 | 2013-06-12 | 扬州龙华环境工程有限公司 | Center transmission mud scraper |
| CN203269723U (en) * | 2013-05-03 | 2013-11-06 | 孟州市金玉米有限责任公司 | Wastewater treatment equipment for corn deep-processing |
| CN105016581A (en) * | 2015-07-23 | 2015-11-04 | 四川四通欧美环境工程有限公司 | Tower type integrated sewage treatment device |
| CN105327529A (en) * | 2015-11-11 | 2016-02-17 | 江苏华达环境工程有限公司 | Installing structure for center mud scraper pond body |
| CN105819626A (en) * | 2016-05-09 | 2016-08-03 | 杭州鼎隆环保科技有限公司 | Combined customized sewage disposal system |
| CN205420078U (en) * | 2015-12-17 | 2016-08-03 | 广州新滔水质净化有限公司 | Printing and dyeing wastewater advanced treatment unit is concentrated to industry park |
| CN207079136U (en) * | 2017-08-08 | 2018-03-09 | 江苏明洲环保工程有限公司 | Multi-layer combined sewage-treatment plant |
-
2017
- 2017-08-08 CN CN201710671536.XA patent/CN107265784A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202983311U (en) * | 2013-01-04 | 2013-06-12 | 扬州龙华环境工程有限公司 | Center transmission mud scraper |
| CN203269723U (en) * | 2013-05-03 | 2013-11-06 | 孟州市金玉米有限责任公司 | Wastewater treatment equipment for corn deep-processing |
| CN105016581A (en) * | 2015-07-23 | 2015-11-04 | 四川四通欧美环境工程有限公司 | Tower type integrated sewage treatment device |
| CN105327529A (en) * | 2015-11-11 | 2016-02-17 | 江苏华达环境工程有限公司 | Installing structure for center mud scraper pond body |
| CN205420078U (en) * | 2015-12-17 | 2016-08-03 | 广州新滔水质净化有限公司 | Printing and dyeing wastewater advanced treatment unit is concentrated to industry park |
| CN105819626A (en) * | 2016-05-09 | 2016-08-03 | 杭州鼎隆环保科技有限公司 | Combined customized sewage disposal system |
| CN207079136U (en) * | 2017-08-08 | 2018-03-09 | 江苏明洲环保工程有限公司 | Multi-layer combined sewage-treatment plant |
Non-Patent Citations (1)
| Title |
|---|
| 上海市政工程设计研究院主编: "《给水排水设计手册.第9册，专用机械》", 30 June 2000, 中国建筑工业出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111285496A (en) * | 2020-03-06 | 2020-06-16 | 中国能源建设集团广东省电力设计研究院有限公司 | Raw water treatment system |
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