CN205603303U - NULL formula aeration cell -out water installation - Google Patents

NULL formula aeration cell -out water installation Download PDF

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Publication number
CN205603303U
CN205603303U CN201620290405.8U CN201620290405U CN205603303U CN 205603303 U CN205603303 U CN 205603303U CN 201620290405 U CN201620290405 U CN 201620290405U CN 205603303 U CN205603303 U CN 205603303U
Authority
CN
China
Prior art keywords
aeration tank
water
aeration
galvanized
thoroughly mixed
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201620290405.8U
Other languages
Chinese (zh)
Inventor
王�华
高成光
孔勇樑
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHAOXING KEQIAO JIANGBIN WATER TREATMENT Co Ltd
Original Assignee
SHAOXING KEQIAO JIANGBIN WATER TREATMENT Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SHAOXING KEQIAO JIANGBIN WATER TREATMENT Co Ltd filed Critical SHAOXING KEQIAO JIANGBIN WATER TREATMENT Co Ltd
Priority to CN201620290405.8U priority Critical patent/CN205603303U/en
Application granted granted Critical
Publication of CN205603303U publication Critical patent/CN205603303U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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  • Activated Sludge Processes (AREA)

Abstract

The utility model relates to a NULL formula aeration cell -out water installation, it includes aeration tank, aerator, inlet tube, water catch bowl, a plurality of galvanized pipe, outfall sewer, play water baffle and goes out the basin, the aerator sets up the bottom in the aeration tank, the vertical central authorities that insert the aeration tank of inlet tube, the water catch bowl sets up the upper portion in the aeration tank, a plurality of galvanized pipes are the radial water catch bowl that evenly is connected to, are equipped with height such as delivery port, the delivery port of each galvanized pipe on it, the outfall sewer is connected to the bottom of water catch bowl, it sets up the upside in the aeration tank to go out the water baffle, the setting of play basin is outside a water baffle, and it is higher than a water baffle. The device's advantage lies in: 1, can go out the uneven problem of water by effectual solution NULL aeration, improve aeration tank throughput, 2, can effectually prevent to go out in succession the short phenomenon that flows that the aquatic products was given birth to, 3, the effectual aeration cell -out bottom of gullet of having solved amasss mud, results in the circumstances of aeration tank sludge concentration reduction.

Description

One is thoroughly mixed formula Aeration tank discharging device
[technical field]
This utility model relates to a kind of Aeration tank, is specifically related to one and is thoroughly mixed formula Aeration tank discharging device, belongs to technical field of sewage treatment equipment.
[background technology]
In activated sludge water treatment system, according to the difference of reactor, the fluidised form of water can be divided into pulling flow type, be thoroughly mixed formula and conjunction type three major types.In actual applications, they have respective advantage and feature.
It is thoroughly mixed formula Aeration tank because its floor space is less, little for influent quality influence of fluctuations, strong shock resistance, it is adapted to the process of industrial wastewater.In pond, each point situation is identical, all can control completely in good or optimal state.
But, the Aeration tank of prior art is due to the sedimentation on ground, and the liquid level water outlet causing Aeration tank top is uneven, even occurs in that monolateral or a bit of circular arc, in water outlet, causes the water outlet in Aeration tank that short flow phenomenon occurs.
Therefore, for solving above-mentioned technical problem, necessary offer one is thoroughly mixed formula Aeration tank discharging device, to overcome described defect of the prior art.
[utility model content]
For solving above-mentioned technical problem, the purpose of this utility model is to provide a kind of effective, the formula that the is thoroughly mixed Aeration tank discharging device of low cost
For achieving the above object, the technical scheme that this utility model is taked is: one is thoroughly mixed formula Aeration tank discharging device, and it includes Aeration tank, aerator, water inlet pipe, water leg, some galvanized pipes, outfall sewer, water outlet baffle plate and effluent trough;Wherein, described aerator is arranged on the bottom of Aeration tank;Described water inlet pipe is inserted vertically into the central authorities of Aeration tank;Described water leg is arranged on the top in Aeration tank;Described some galvanized pipes are the most uniformly connected to water leg, which is provided with outlet, and the outlet of each galvanized pipe is contour;Described outfall sewer is connected to the bottom of water leg;Described water outlet baffle plate is arranged on the upside of Aeration tank;Described effluent trough is arranged on outside water outlet baffle plate, and it is higher than water outlet baffle plate.
The formula Aeration tank discharging device that is thoroughly mixed of the present utility model is further arranged to: described galvanized pipe is specially 6, its a size of DN40;Described outfall sewer a size of DN80.
The formula Aeration tank discharging device that is thoroughly mixed of the present utility model is further arranged to: described zinc-plated end 90-degree bent straight up, and kink height is 10cm.
The formula Aeration tank discharging device that is thoroughly mixed of the present utility model is also configured to: described water leg is arranged on the central authorities of Aeration tank.
Compared with prior art, this utility model has the advantages that
Discharging device the most of the present utility model, material is simple, can cut in advance and weld, then the scene of taking is put in Aeration tank inside maintenance shop.
2. simple in construction, the water in Aeration tank enters into the dust-collecting bucket of centre by the zinc-plated mouth of pipe of six DN40, then is flowing into second pond by the galvanized pipe of a DN80 bottom dust-collecting bucket.
3. plant running is stable, owing to the height of outlet can regulate, when liquid level one timing in Aeration tank, the galvanized pipe mouth of pipe height of six ND40 of regulation, so that it may so that the mouth of pipe just submergence liquid level, it is ensured that on six same horizontal planes of the mouth of pipe.
4. installation cost is low, the most again the ground bottom Aeration tank is carried out concreting, and its quantities and engineering time the most greatly reduce.
5., after using device of the present utility model, not only prevent the short flow phenomenon of generation so that the water outlet of six mouths of pipe is uniform, and has stopped bottom effluent trough, the phenomenon that activated sludge accumulates in a large number occurs.
[accompanying drawing explanation]
Fig. 1 is of the present utility model to be thoroughly mixed formula Aeration tank discharging device schematic diagram.
[detailed description of the invention]
Referring to shown in Figure of description 1, the formula Aeration tank discharging device that is thoroughly mixed of the present utility model is made up of several parts such as Aeration tank 4, aerator 5, water inlet pipe 1, water leg 8, some galvanized pipes 9, outfall sewer 2, water outlet baffle plate 3 and effluent troughs 7.
Wherein, described aerator 5 is arranged on the bottom of Aeration tank 4.Described water inlet pipe 1 is inserted vertically into the central authorities of Aeration tank 4.Flow in Aeration tank 4 by 1 industrial wastewater of water inlet pipe, after the oxygen supply and stirring of aerator 5 so that the quick mix homogeneously of muddy water in Aeration tank 4.
Described water leg 8 is arranged on the top in Aeration tank 4.Described water leg 8 is arranged on the central authorities of Aeration tank 4.
Described some galvanized pipes 9 are the most uniformly connected to water leg 8, which is provided with outlet 91, and the outlet 91 of each galvanized pipe 9 is contour, so prevents short flow phenomenon, causes some regions not have water outlet for a long time.Described galvanized pipe 9 is specially 6, and its a size of DN40, its end 90-degree bent straight up, kink height is 10cm.
Described outfall sewer 2 is connected to the bottom of water leg 8, its a size of DN80.When Aeration tank liquid level 6 submergence outlet 91, by the outlet 91 of galvanized pipe 9, enable them to uniform water outlet.Finally, interfluent dust-collecting bucket 8, total outlet pipe 2 of the DN80 through bottom, flow in second pond.
Described water outlet baffle plate 3 is arranged on the upside of Aeration tank 4;Described effluent trough 7 is arranged on outside water outlet baffle plate 3, and it is higher than water outlet baffle plate 3.
It is of the present utility model that to be thoroughly mixed formula Aeration tank discharging device carrying out practically method as follows:
1), by industrial wastewater by water inlet pipe 1, circular Aeration tank 4 is entered, through being thoroughly mixed the reaction of formula so that the activated sludge in Aeration tank carries out with industrial wastewater sufficient mixing homogeneously, and the time of staying of Aeration tank has 37 hours;
2), the liquid level 6 of Aeration tank controls all the time between outlet 91 and water outlet baffle plate 3.This way it is ensured that the mixed liquor in Aeration tank, effluent trough 7 will not be entered by water outlet baffle plate;
3), adjusting galvanized pipe outlet 91 height of six DN40, the liquid level 6 of Aeration tank can submergence outlet.Meanwhile, the height of six mouths of pipe can be adjusted, it is ensured that the inflow of each mouth of pipe is of substantially equal, it is ensured that water outlet uniformity and seriality;
4), after the galvanized pipe of DN40, converge to middle water leg 8, the more total outlet pipe of DN80 2 bottom water leg, enter second pond.
After this utility model discharging device being installed in hybrid Aeration tank, six outlet stable water outlet, continuous and uniform, do not block.Effectively solve Aeration tank water outlet uneven, avoid the generation of short stream as far as possible, improve aeration section and remove the ability of COD.
Above detailed description of the invention is only the preferred embodiment of this creation, and not in order to limit this creation, all any modification, equivalent substitution and improvement etc. done within this spirit created and principle, within should be included in the protection domain of this creation.

Claims (4)

1. one kind is thoroughly mixed formula Aeration tank discharging device, it is characterised in that: include Aeration tank, aerator, water inlet pipe, water leg, some galvanized pipes, outfall sewer, water outlet baffle plate and effluent trough;Wherein, described aerator is arranged on the bottom of Aeration tank;Described water inlet pipe is inserted vertically into the central authorities of Aeration tank;Described water leg is arranged on the top in Aeration tank;Described some galvanized pipes are the most uniformly connected to water leg, which is provided with outlet, and the outlet of each galvanized pipe is contour;Described outfall sewer is connected to the bottom of water leg;Described water outlet baffle plate is arranged on the upside of Aeration tank;Described effluent trough is arranged on outside water outlet baffle plate, and it is higher than water outlet baffle plate.
It is thoroughly mixed formula Aeration tank discharging device the most as claimed in claim 1, it is characterised in that: described galvanized pipe is specially 6, its a size of DN40;Described outfall sewer a size of DN80.
It is thoroughly mixed formula Aeration tank discharging device the most as claimed in claim 1, it is characterised in that: described zinc-plated end 90-degree bent straight up, kink height is 10cm.
It is thoroughly mixed formula Aeration tank discharging device the most as claimed in claim 1, it is characterised in that: described water leg is arranged on the central authorities of Aeration tank.
CN201620290405.8U 2016-04-11 2016-04-11 NULL formula aeration cell -out water installation Expired - Fee Related CN205603303U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620290405.8U CN205603303U (en) 2016-04-11 2016-04-11 NULL formula aeration cell -out water installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620290405.8U CN205603303U (en) 2016-04-11 2016-04-11 NULL formula aeration cell -out water installation

Publications (1)

Publication Number Publication Date
CN205603303U true CN205603303U (en) 2016-09-28

Family

ID=56972678

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620290405.8U Expired - Fee Related CN205603303U (en) 2016-04-11 2016-04-11 NULL formula aeration cell -out water installation

Country Status (1)

Country Link
CN (1) CN205603303U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020093801A1 (en) * 2018-11-06 2020-05-14 北京城市排水集团有限责任公司 Sewage uniform distribution treatment device for aerobic granular sludge system and use method therefor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020093801A1 (en) * 2018-11-06 2020-05-14 北京城市排水集团有限责任公司 Sewage uniform distribution treatment device for aerobic granular sludge system and use method therefor

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160928

CF01 Termination of patent right due to non-payment of annual fee