CN203128343U - Integrated sewage purification device - Google Patents

Integrated sewage purification device Download PDF

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Publication number
CN203128343U
CN203128343U CN 201320104861 CN201320104861U CN203128343U CN 203128343 U CN203128343 U CN 203128343U CN 201320104861 CN201320104861 CN 201320104861 CN 201320104861 U CN201320104861 U CN 201320104861U CN 203128343 U CN203128343 U CN 203128343U
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CN
China
Prior art keywords
filter
air
shell
air floatation
area
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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
CN 201320104861
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Chinese (zh)
Inventor
刘道广
张文标
陈翼孙
黄永宽
张亚雷
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.)
SHANGHAI TECHASE ENVIRONMENT PROTECTION CO Ltd
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SHANGHAI TECHASE ENVIRONMENT PROTECTION CO Ltd
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Priority to CN 201320104861 priority Critical patent/CN203128343U/en
Application granted granted Critical
Publication of CN203128343U publication Critical patent/CN203128343U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses an integrated sewage purification device which comprises a steel shell, wherein a raw water inlet is arranged at one end of the steel shell, a purified water outlet is formed at the other end of the steel shell, the steel shell is divided into a reactor shell and a gas floatation filter shell by a first clapboard, the reactor shell is internally provided with a stirring blade, a reaction water channel is arranged at the bottom of the reactor shell, the air floatation filter shell is divided into an air floatation area and a filter area by a second clapboard, a dissolved air releaser is arranged at the bottom of the air floatation area, the filter area is internally provided with a piece of filter clothes, a traveling trolley is arranged on the rails of the air floatation filter shell, the traveling trolley is provided with a scum board which is located at the upper layer of the air floatation, the traveling trolley is connected with a dredge pump which is connected with a sludge pumping branch tube tightly attached to the filter clothes, and the filter area and the purified water outlet are separated by a third clapboard. An air floatation pool and a filter pool are integrated, so that the volume of the device is greatly reduced, and the occupied area is reduced; one trolley can complete air floatation and filtration, so that the manufacture cost is lowered; and the stirring blade capable of changing the clearance gradually is adopted, so that the condensation time of the raw water is shortened.

Description

The integral type sewage refining plant
Technical field
The utility model relates to technical field of sewage, and particularly a kind of integral type sewage refining plant that is applicable to the middle and small scale sanitary sewage is applicable to that also being subjected to the general middle and small scale industrial sewage that pollutes handles.
Background technology
The sewage disposal technology equipment has had very big development, especially filter cloth filter tank to obtain using widely in recent years, compares with traditional sandstone filter tank, and in filtering accuracy, filtration efficiency, leading indicators such as floor space, cost of manufacture have all had very big raising.And existing reaction, air supporting, filtration continuous processing are often adopted concrete structure pond body, its technical process following (seeing figure one):
Former water enters raw water inlet 1 ˊ and enters reaction tank 2 ˊ, after stirring rake 3 ˊ stir, flow out from reaction tank bottom water outlet 4 ˊ, or through pipeline, valve, or directly enter air flotation pool, dissolved air release 5 ˊ that are contained in the air flotation pool bottom produce a large amount of fine small bubbles, flco foreign material in the water are promoted to the water surface, form scum layer 9 ˊ, travelling car 8 ˊ in air flotation pool 10 ˊ are regularly by electric motor driving, walk back and forth along track, drive dreg scraper 7 ˊ scrape scum silica frost into scum silica frost and export 6 ˊ; The water of handling through air supporting or via pipeline, valve 11 ˊ or directly enter filtering basin, filtering basin travelling car 13 ˊ walk back and forth along track regularly by electric motor driving, start excavating pump during walking simultaneously, to carry out the back flushing to filter cloth, water purification is discharged by pure water inlet 18 ˊ.
Seen from the above description entire equipment need need reaction tank, air flotation pool and three Steel Concrete ponds of filtering basin, and floor space is big, a series of valve, water pump, and working specification is loaded down with trivial details, and on-the-spot Installation and Debugging are time-consuming, and are expensive.
The utility model content
The technical problems to be solved in the utility model is: problems such as existing sewage disposal device volume is big in order to overcome, complex structure, complex operation, Installation and Debugging are time-consuming, expensive, a kind of integral type sewage refining plant is provided, its compact construction, volume are small and exquisite, collect multinomial ripe water technology, the processing efficiency height.
The technical scheme that its technical problem that solves the utility model adopts is: a kind of integral type sewage refining plant, has Steel Sheel, Steel Sheel one end is provided with raw water inlet, the other end is provided with the water purification delivery port, Steel Sheel is divided into reactor shell and air supporting filter housing body by first dividing plate, be provided with agitating vane in the reactor shell, the reactor shell inner bottom part is provided with the reaction water passage; The air-float filtration housing is divided into air flotation zone and filtrating area by second partition, the air flotation zone bottom is provided with dissolved air release, be provided with filter cloth in the filtrating area, the track of air-float filtration housing is provided with travelling car, and dreg scraper is installed on the travelling car, and dreg scraper is positioned at the air flotation zone upper strata, travelling car is connected with excavating pump, be connected with on the excavating pump and inhale the mud arm, inhale the mud arm and be close to filter cloth, pass through the 3rd dividing plate between filtrating area and the water purification delivery port and separate.
Described agitating vane is gradual change hole agitating vane.
The end of dreg scraper is provided with the scum silica frost outlet on described the 3rd dividing plate.
The below of described filtrating area bottom filter cloth is provided with the water purification output channel.
The beneficial effects of the utility model are: air flotation pool and filtering basin are integrated, have dwindled the volume of whole device greatly, reduced floor space;
A dolly is share in air supporting and filtration, has reduced cost of manufacture;
Adopt the gradual change hole agitating vane of innovative design, shortened the former water coacervation time;
Finish the former water of coacervation technology, without the conveying of pipeline, directly slowly be advanced to air supporting, filtering basin by reactor bottom, reduced the disturbance to flco in the current, alleviate the destruction to flco, provide good condition for fine small bubbles are promoted to the water surface with the flco foreign material;
Reduce the energy consumption of whole table apparatus.
Description of drawings
Fig. 1 is the original split type apparatus structure synoptic diagram of reaction, air supporting, filtration
Fig. 2 is the structural representation of integral type sewage refining plant of the present utility model
Embodiment
Now by reference to the accompanying drawings and specific embodiment, the utility model is described in further detail.These accompanying drawings are the synoptic diagram of simplification, basic structure of the present utility model only is described in a schematic way, so it only show the formation relevant with the utility model.
As shown in Figure 2, a kind of integral type sewage refining plant, has Steel Sheel 1, Steel Sheel 1 one ends are provided with raw water inlet 2, the other end is provided with water purification delivery port 17, Steel Sheel 1 is divided into reactor shell 1-1 and air supporting filter housing body by first dividing plate 4, is provided with gradual change hole agitating vane 3 in the reactor shell 11, and reactor shell 1-1 inner bottom part is provided with reaction water passage 5; The air-float filtration housing is divided into air flotation zone 1-2 and filtrating area 1-3 by second partition 6, air flotation zone 1-2 bottom is provided with dissolved air release 7, be provided with filter cloth 8 in the filtrating area 1-3, the track of air-float filtration housing is provided with travelling car 9, dreg scraper 10 is installed on the travelling car 9, dreg scraper 10 is positioned at air flotation zone 1-2 upper strata, travelling car 9 is connected with excavating pump 14, be connected with on the excavating pump 10 and inhale mud arm 15, inhale mud arm 15 and be close to filter cloth, the below of filtrating area 1-3 bottom filter cloth 8 is provided with water purification output channel 16, separates by the 3rd dividing plate 18 between filtrating area 1-3 and the water purification delivery port 17, and the end of dreg scraper is provided with scum silica frost and exports 20 on the 3rd dividing plate 18.
The working process of this device is as follows: the former water of dosing coagulant enters reactor shell 1-1 from original water inlet 1, tangentially enters stirring area along stirring rake 3 sense of rotation, and blade adopts netted gradual change hole form.
The reaction water passage of current through reactor shell 1-1 bottom that has formed than big flocculating body enters the air-float filtration housing; Because the flow velocity of reactor lower part is very slow, because the space of reaction water passage 5 is enough big, can not damage established flco in the current yet;
The current one that contain than big flocculating body enter the air-float filtration housing, just meet a large amount of fine small bubbles that produced by dissolved air release 7, fine small bubbles just stick on the flco, cause whole proportion less than water, the buoyancy that produces brings to the water surface with flco, form scum layer 19, scrape to scum silica frost outlet 20 through dreg scraper 10, discharge outside the housing;
Current in the air-float filtration housing are carrying out air supporting, and the flco foreign material in the current are constantly risen to the water surface, and the following current of the water surface are filtering by filter cloth 8 simultaneously, and the water purification after the filtration is discharged through water purification delivery port 16.In the air-float filtration housing, in fact air supporting and these two solid-liquids of filtration, separation process scheme are carried out simultaneously, and this has improved working efficiency greatly.
Set up a reactor shell at an end of Steel Sheel, be equipped with a gradual change hole agitating vane in the reactor shell.Gradual change hole agitating vane can make sewage obtain sufficient coacervation in reactor according to the redesign of ydrodynamics principle; A plate of reactor every setting up the air-float filtration district, replace traditional depositing technology with air-float technology, and and the public pond body of filter cloth filter.In the public pond of air-float filtration, the travelling car of innovative design is set, be air flotation pool scrape the slag dolly, also be the back flushing dolly of filtering basin.Such processing, one side has been dwindled the volume of Steel Sheel, also economizes the manufacturing cost of next dolly simultaneously.

Claims (4)

1. integral type sewage refining plant, it is characterized in that: have Steel Sheel, Steel Sheel one end is provided with raw water inlet, the other end is provided with the water purification delivery port, Steel Sheel is divided into reactor shell and air supporting filter housing body by first dividing plate, be provided with agitating vane in the reactor shell, the reactor shell inner bottom part is provided with the reaction water passage; The air-float filtration housing is divided into air flotation zone and filtrating area by second partition, the air flotation zone bottom is provided with dissolved air release, be provided with filter cloth in the filtrating area, the track of air-float filtration housing is provided with travelling car, and dreg scraper is installed on the travelling car, and dreg scraper is positioned at the air flotation zone upper strata, travelling car is connected with excavating pump, be connected with on the excavating pump and inhale the mud arm, inhale the mud arm and be close to filter cloth, pass through the 3rd dividing plate between filtrating area and the water purification delivery port and separate.
2. integral type sewage refining plant according to claim 1, it is characterized in that: described agitating vane is gradual change space agitating vane.
3. integral type sewage refining plant according to claim 1 is characterized in that: the end of dreg scraper is provided with the scum silica frost outlet on described the 3rd dividing plate.
4. integral type sewage refining plant according to claim 1 is characterized in that: the below of described filtrating area bottom filter cloth is provided with the water purification output channel.
CN 201320104861 2013-03-07 2013-03-07 Integrated sewage purification device Expired - Fee Related CN203128343U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320104861 CN203128343U (en) 2013-03-07 2013-03-07 Integrated sewage purification device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320104861 CN203128343U (en) 2013-03-07 2013-03-07 Integrated sewage purification device

Publications (1)

Publication Number Publication Date
CN203128343U true CN203128343U (en) 2013-08-14

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CN 201320104861 Expired - Fee Related CN203128343U (en) 2013-03-07 2013-03-07 Integrated sewage purification device

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103253802A (en) * 2013-03-07 2013-08-21 上海同臣环保有限公司 One-piece sewage purification device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103253802A (en) * 2013-03-07 2013-08-21 上海同臣环保有限公司 One-piece sewage purification device

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

Granted publication date: 20130814

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