CN207175724U - A kind of integrated sewage treating apparatus - Google Patents

A kind of integrated sewage treating apparatus Download PDF

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Publication number
CN207175724U
CN207175724U CN201721129648.4U CN201721129648U CN207175724U CN 207175724 U CN207175724 U CN 207175724U CN 201721129648 U CN201721129648 U CN 201721129648U CN 207175724 U CN207175724 U CN 207175724U
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CN
China
Prior art keywords
pond
sedimentation basin
sludge
treating apparatus
sewage treating
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Expired - Fee Related
Application number
CN201721129648.4U
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Chinese (zh)
Inventor
袁旭华
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Individual
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Individual
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Priority to CN201721129648.4U priority Critical patent/CN207175724U/en
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Publication of CN207175724U publication Critical patent/CN207175724U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of integrated sewage treating apparatus, and it includes preliminary filter, anaerobic pond, Aerobic Pond and sedimentation basin;Preliminary filter includes pond body, and the water inlet of pond body is provided with grid baffle plate;Connection Aerobic Pond at the top of anaerobic pond, Aerobic Pond bottom connection sedimentation basin, sedimentation basin bottom connection anaerobic pond;Anaerobic pond bottom is provided with water-locator, and preliminary filter connects the water-locator by outlet pipeline;Outlet pipeline is provided with water pump;Biofilm reactor and aerator, the air inlet connection outer fan equipment of aerator are provided with Aerobic Pond;The multiple sludge buckets of multilayer are provided with sedimentation basin, the sludge bucket upper and lower ends are all open, and upper end open is more than lower ending opening so that the lateral wall of sludge bucket is inclined plane.The utility model on the basis of realizing to the integrated treatment of sanitary sewage, can reduce the turnover rate of anaerobic pond probioticses, improve sewage treating efficiency and stability.

Description

A kind of integrated sewage treating apparatus
Technical field
Technical field of sewage is the utility model is related to, particularly a kind of integrated sewage treating apparatus.
Background technology
The sewage treatment facility system of samll cities and towns of China is perfect not enough at present, and the sewage of most of samll cities and towns is directly discharged into Surrounding body or basin, serious polluted-water, nearby residents health of human body is threatened, do not meet national having on water environment protection Close and require.
Through actual investigation, Small Town Wastewater is typically derived from resident's daily life, small-sized food and beverage sevice and public health Service facility draining, is mainly characterized in that:Wastewater suspended substance concentration is higher, and organic concentrations are relatively low, and biodegradability is good.It is particularly suitable for adopting Use integrated sewage treating apparatus.
Utility model content
The purpose of this utility model is to provide a kind of integrated sewage treating apparatus, and it can realize one to sanitary sewage Bodyization processing, while the turnover rate of anaerobic pond probioticses can be reduced.
The technical scheme that the utility model is taken is:A kind of integrated sewage treating apparatus, including preliminary filter, anaerobic pond, Aerobic Pond and sedimentation basin;
Preliminary filter includes pond body, and the water inlet of pond body is provided with grid baffle plate;
Connection Aerobic Pond at the top of anaerobic pond, Aerobic Pond bottom connection sedimentation basin, sedimentation basin bottom connection anaerobic pond;
Anaerobic pond bottom is provided with water-locator, and preliminary filter connects the water-locator by outlet pipeline;Outlet pipeline is provided with Water pump;
Biofilm reactor and aerator, the air inlet connection outer fan equipment of aerator are provided with Aerobic Pond;
The multiple sludge buckets of multilayer are provided with sedimentation basin, under the sludge bucket upper and lower ends are all open, and upper end open is more than End opening so that the lateral wall of sludge bucket is inclined plane.
Preferably, the biofilm reactor is plaited curtain type biofilm packing or Q biological rotating disks.
Preferably, the aerator in Aerobic Pond is pore type aerator, is arranged at the bottom of Aerobic Pond, leads at the top of anaerobic pond Cross inside the solarization air cap connection Aerobic Pond of aerator.
Preferably, the bottom of the sedimentation basin is cone bucket type.
Preferably, the multiple sludge buckets of the multilayer are fixedly installed on the middle and lower part in sedimentation basin.
Preferably, between adjacent layer, sludge bucket, which corresponds, to be set, upper sludge bucket lower ending opening towards under Sludge bucket upper end open.
Preferably, each sludge bucket is cone bucket shape or del.
The utility model is in use, have the following effects that:
1)Preliminary filter can tentatively be filtered to the sanitary sewage being expelled directly out, and filter out wherein large volume of dirt, no As for the efficiency for influenceing subsequent layers processing;
2)Anaerobic pond realizes anaerobic reaction by being attached with the sludge of probioticses, removes the organic matter in waste water;Wherein The setting of water-locator may be such that sewage can fully contact with strain in sludge, improve reaction efficiency;
3)In the presence of current, Aerobic Pond can be entered from the solarization air cap of aerator by the sewage of anaerobic reaction, and The decomposition of organic matter is realized in the presence of biofilm reactor;
4)By the sewage that Aerobic Pond is handled sedimentation basin, the multiple dirts of multilayer set in sedimentation basin are flowed into from Aerobic Pond bottom The side wall of bucket can reflect the sludge and strain that are lost in from anaerobic layer carried in sewage, promote sludge to carry strain and sink;Together When blocking due to sludge bucket side wall, will not be by water (flow) direction during sludge is sunken to sludge bucket down under gravity Influence, the sludge and strain for enabling to largely be lost in return in anaerobic pond from the bottom of sedimentation basin, reduce again The loss of probioticses in anaerobic pond.
Brief description of the drawings
Fig. 1 show the utility model integrated sewage treating apparatus structural representation.
Embodiment
Further described below in conjunction with the drawings and specific embodiments.
With reference to shown in figure 1, integrated sewage treating apparatus of the present utility model, including preliminary filter 1, anaerobic pond 2, Aerobic Pond 3 and sedimentation basin 4;
Preliminary filter 1 includes pond body, and the water inlet of pond body is provided with grid baffle plate 11;
The top of anaerobic pond 2 connection Aerobic Pond 3, the bottom of Aerobic Pond 3 connection sedimentation basin 4, the bottom of sedimentation basin 4 connection anaerobic pond 2;
The bottom of anaerobic pond 2 is provided with water-locator 8, and preliminary filter 1 connects the water-locator by outlet pipeline;Set on outlet pipeline There is water pump 7;
Biofilm reactor 31 and aerator 5, the air inlet connection outer fan equipment of aerator 5 are provided with Aerobic Pond 3 6;
The multiple sludge buckets 41 of multilayer are provided with sedimentation basin 4, the upper and lower ends of sludge bucket 41 are all open, and upper end open is big In lower ending opening so that the lateral wall of sludge bucket 41 is inclined plane.
Embodiment
In embodiment shown in Fig. 1, biofilm reactor 31 is plaited curtain type biofilm packing.
Aerator 5 in Aerobic Pond 3 is pore type aerator, is arranged at the bottom of Aerobic Pond 3, and the top of anaerobic pond 2 passes through Inside the solarization air cap connection Aerobic Pond 3 of aerator 5.
The bottom of sedimentation basin 4 is cone bucket type, facilitates the sludge of secondary recovery to fall after rise under gravity to anaerobic layer.
In sedimentation basin, the multiple sludge buckets 41 of multilayer are fixedly installed on the middle and lower part in sedimentation basin 4.Each sludge bucket is cone bucket shape Or del.Between adjacent layer, sludge bucket 41, which corresponds, to be set, upper sludge bucket lower ending opening towards under The upper end open of sludge bucket.
The utility model is filtered out wherein in use, preliminary filter can tentatively be filtered to the sanitary sewage being expelled directly out Large volume of dirt, it is unlikely to influence the efficiency of subsequent layers processing;Anaerobic pond is real by the sludge for being attached with probioticses Existing anaerobic reaction, removes the organic matter in waste water;The setting of wherein water-locator may be such that sewage can be abundant with strain in sludge Contact, improve reaction efficiency;It is sludge accumulation layer 21 that bottom is presented in the presence of current and gravity, in anaerobic pond, top For the state of sludge suspension layer 22.Partial sludge and strain are carried by the sewage of anaerobic reaction, from the solarization air cap of aerator Into Aerobic Pond, and realize in the presence of biofilm reactor the decomposition of organic matter;
By the sewage that Aerobic Pond is handled sedimentation basin, the multiple sludge of multilayer set in sedimentation basin are flowed into from Aerobic Pond bottom The side wall of bucket can reflect the sludge and strain that are lost in from anaerobic layer carried in sewage, promote sludge to carry strain and sink;Simultaneously , will not be by water (flow) direction during sludge is sunken to sludge bucket down under gravity due to blocking for sludge bucket side wall Influence, the sludge and strain for enabling to largely be lost in are returned in anaerobic pond from the bottom of sedimentation basin again, are reduced and are detested The loss of probioticses in oxygen pond.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art For art personnel, on the premise of the utility model technical principle is not departed from, some improvement and deformation can also be made, these change Enter and deform and also should be regarded as the scope of protection of the utility model.

Claims (7)

1. a kind of integrated sewage treating apparatus, it is characterized in that, including preliminary filter, anaerobic pond, Aerobic Pond and sedimentation basin;
Preliminary filter includes pond body, and the water inlet of pond body is provided with grid baffle plate;
Connection Aerobic Pond at the top of anaerobic pond, Aerobic Pond bottom connection sedimentation basin, sedimentation basin bottom connection anaerobic pond;
Anaerobic pond bottom is provided with water-locator, and preliminary filter connects the water-locator by outlet pipeline;Outlet pipeline is provided with water pump;
Biofilm reactor and aerator, the air inlet connection outer fan equipment of aerator are provided with Aerobic Pond;
The multiple sludge buckets of multilayer are provided with sedimentation basin, the sludge bucket upper and lower ends are all open, and upper end open is opened more than lower end Mouthful so that the lateral wall of sludge bucket is inclined plane.
2. integrated sewage treating apparatus according to claim 1, it is characterized in that, the biofilm reactor is pigtail curtain Formula biofilm packing or Q biological rotating disks.
3. integrated sewage treating apparatus according to claim 1, it is characterized in that, the aerator in Aerobic Pond is pore type Aerator, the bottom of Aerobic Pond is arranged at, is connected at the top of anaerobic pond by the solarization air cap of aerator inside Aerobic Pond.
4. integrated sewage treating apparatus according to claim 1, it is characterized in that, the multiple sludge buckets of multilayer, which are fixed, to be set The middle and lower part being placed in sedimentation basin.
5. integrated sewage treating apparatus according to claim 1, it is characterized in that, the bottom of the sedimentation basin is cone bucket Type.
6. integrated sewage treating apparatus according to claim 5, it is characterized in that, between adjacent layer, sludge bucket is one by one Be correspondingly arranged, upper sludge bucket lower ending opening towards sludge bucket under upper end open.
7. integrated sewage treating apparatus according to claim 1, it is characterized in that, each sludge bucket is cone bucket shape or fallen Triangle.
CN201721129648.4U 2017-09-05 2017-09-05 A kind of integrated sewage treating apparatus Expired - Fee Related CN207175724U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721129648.4U CN207175724U (en) 2017-09-05 2017-09-05 A kind of integrated sewage treating apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721129648.4U CN207175724U (en) 2017-09-05 2017-09-05 A kind of integrated sewage treating apparatus

Publications (1)

Publication Number Publication Date
CN207175724U true CN207175724U (en) 2018-04-03

Family

ID=61743114

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721129648.4U Expired - Fee Related CN207175724U (en) 2017-09-05 2017-09-05 A kind of integrated sewage treating apparatus

Country Status (1)

Country Link
CN (1) CN207175724U (en)

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

Granted publication date: 20180403

Termination date: 20180905