CN208747882U - A kind of integrated sewage processor - Google Patents

A kind of integrated sewage processor Download PDF

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Publication number
CN208747882U
CN208747882U CN201821211672.7U CN201821211672U CN208747882U CN 208747882 U CN208747882 U CN 208747882U CN 201821211672 U CN201821211672 U CN 201821211672U CN 208747882 U CN208747882 U CN 208747882U
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China
Prior art keywords
anoxic pond
water
clear water
enters
sedimentation basin
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Active
Application number
CN201821211672.7U
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Chinese (zh)
Inventor
毛勇先
王浩
梁学颖
卢明亮
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Anhui Environmental Science And Technology Co Ltd
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Anhui Environmental Science And Technology Co Ltd
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Priority to CN201821211672.7U priority Critical patent/CN208747882U/en
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Abstract

The utility model discloses a kind of integrated sewage processor, sewage is after water inlet pipe enters intake chamber water conservancy diversion, and from top, gravity flow enters anoxic pond, and anoxic pond is divided to two lattice, is connected in bottom;2nd lattice anoxic pond top opening, sewage enters aerobic tank, aerobic tank water outlet enters in the middle part of sedimentation basin through aerobic tank outlet pipe, sedimentation basin supernatant enters filter tank by sedimentation basin outlet pipe, filter tank water outlet enters clear water reserviors from bottom by filter tank outlet pipe, and clear water reserviors clear water is discharged into natural water or reuse by outlet pipe.The utility model device structure is simple, easy to operate, solves traditional equipment and mostly uses concrete structure, the problem more than corollary equipment;Aerobic tank arranges that sewage forms plug-flow, high treating effect wherein in strip;Meet urban wastewater treatment processing, realizes that sewage treatment construction is rapid, standardize, is unmanned.

Description

A kind of integrated sewage processor
Technical field
The utility model belongs to field of sewage treatment equipment, and in particular to a kind of integrated sewage processor.
Background technique
With the propulsion of the novel urbanization in China, the sewage treatment of the distributings crowd settlement such as samll cities and towns and rural area becomes It is more and more important, Small Town Wastewater treatment plant small scale, mostly 50~1000m3/ d, and municipal wastewater processing item warp at present It tests and focuses mostly in the large and medium-sized sewage treatment plant of centralization, the structure based on concrete has the following problems: the 1. construction period Long, construction strength is weak, and quality is difficult to ensure;2. pollution sources disperse, pipe network conveyance system coverage rate is low, leads to one-time investment It is high;3. water scale is smaller, do not have scale and benefit, O&M cost is higher;4. operation maintenance personnel lacks, operational management is difficult.Therefore, it opens Efficient, low consumption that send out a set of integrated, integrated sewage treating apparatus convenient for management can effectively solve above-mentioned problem, meet cities and towns Sewage treatment processing realizes that sewage treatment construction is rapid, standardizes, is unmanned.
Utility model content
Technical problem to be solved in the utility model is status in view of the above technology, and is provided at a kind of integrated form sewage Manage device.
Technical solution adopted by the utility model to solve the above technical problems is as follows:
A kind of integrated sewage processor, including intake chamber, anoxic pond, aerobic tank, sedimentation basin, filter tank, clear water reserviors are set It is run with console, the equipment room and console for monitoring device between standby, the intake chamber is located at anoxic pond and aerobic tank Between, it is clear water reserviors on the right side of anoxic pond, clear water reserviors and sedimentation basin are adjacent, and sewage is after water inlet pipe enters intake chamber water conservancy diversion, from top Portion's gravity flow enters anoxic pond, and anoxic pond is divided to two lattice, is connected in bottom;2nd lattice anoxic pond top opening, sewage enter aerobic tank, Aerobic tank water outlet enters in the middle part of sedimentation basin through aerobic tank outlet pipe, and sedimentation basin supernatant enters filter tank by sedimentation basin outlet pipe, Filter tank water outlet enters clear water reserviors by filter tank outlet pipe from bottom, and clear water reserviors clear water is discharged into natural water by outlet pipe or returns With.
Tube aerator and fixed bed plate filler are disposed in the aerobic tank, aerobic tank end sewage is returned through nitrification liquid Flow tube reflux anoxic pond, sedimentation basin base sludge flows back into anoxic pond through mud return line, while periodically being discharged by sludge pipe, Clear water reserviors clear water enters filter tank bottom through filter tank backwash water pipe by backwash water pump promotion and is rinsed to filter tank, the water after flushing It is discharged by backwash drainpipe.
Arrangement anoxic pond stirs perforated pipe, sludge in periodic agitation pond in the anoxic pond.
The utility model has the beneficial effects that 1, device structure is simple, and it is easy to operate, it solves traditional equipment and mostly uses coagulation Soil structure, the problem more than corollary equipment;2, aerobic tank is arranged in strip, and sewage forms plug-flow, high treating effect wherein;3, lead to It crosses air lift and completes nitrification liquid and sludge reflux, simplify power-equipment quantity, save energy.4, filler is in frame arrangement, convenient Replacement;5, meet urban wastewater treatment processing, realize that sewage treatment construction is rapid, standardize, is unmanned.
Detailed description of the invention
The present invention will be further described with reference to the accompanying drawing.
Fig. 1 is the utility model pond body distributed architecture diagrammatic cross-section.
Fig. 2 is the utility model pool bottom pipeline distributed architecture schematic diagram.
Fig. 3 is the utility model pool bottom structural schematic diagram.
In figure: 1- intake chamber, 2- anoxic pond, 3- aerobic tank, 4- sedimentation basin, the filter tank 5-, 6- clear water reserviors, 7 equipment rooms, 8 controls Platform processed, 9- backwash water pump, 10- water inlet pipe, 11- sludge pipe, 12- outlet pipe, 13- backwash drainpipe, the stirring of 14- anoxic pond are worn Kong Guan, 15 tube aerators, 16- nitrification liquid return pipe, 17- mud return line, 18- aerobic tank outlet pipe, the backwash of the filter tank 19- Water pipe, the filter tank 20- outlet pipe, 21- sedimentation basin outlet pipe, 22- fixed bed plate filler.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
As shown in Figure 1-3, a kind of integrated sewage processor, including intake chamber 1, anoxic pond 2, aerobic tank 3, sedimentation basin 4, filter tank 5, clear water reserviors 6, equipment room 7 and console 8, the equipment room 7 and console 8 run for monitoring device, it is described into Sink 1 is clear water reserviors 6 on the right side of anoxic pond 2, clear water reserviors 6 and sedimentation basin 4 are adjacent, sewage between anoxic pond 2 and aerobic tank 3 After water inlet pipe 10 enters 1 water conservancy diversion of intake chamber, from top, gravity flow enters anoxic pond 2, and anoxic pond is divided to two lattice, is connected in bottom;2nd Lattice anoxic pond top opening, sewage enter aerobic tank 3, and the water outlet of aerobic tank 3 enters 4 middle part of sedimentation basin through aerobic tank outlet pipe 18, Sedimentation basin supernatant enters filter tank 5 by sedimentation basin outlet pipe 21, and filter tank water outlet is entered from bottom by filter tank outlet pipe 20 clear Pond 6, clear water reserviors clear water are discharged into natural water or reuse by outlet pipe 12, and tubular type aeration is disposed in the aerobic tank 3 Device 15 and fixed bed plate filler 22,3 end sewage of aerobic tank is through the reflux anoxic pond 2 of nitrification liquid return pipe 16,4 bottom of sedimentation basin Sludge flows back into anoxic pond through mud return line 17, while periodically being discharged by sludge pipe 11, and 6 clear water of clear water reserviors passes through backwash water Pump 9, which is promoted, is rinsed filter tank into 5 bottom of filter tank through filter tank backwash water pipe 19, and the water after flushing is by 13 row of backwash drainpipe Out, arrange that anoxic pond stirs perforated pipe 14, sludge in periodic agitation pond in the anoxic pond 2.
Above content is only to examples for clearly illustrating the present invention and explanation, affiliated those skilled in the art couple Described specific embodiment does various modifications or additions or is substituted in a similar manner, without departing from practical new The design of type or beyond the scope defined by this claim, all should belong to the protection range of the utility model.

Claims (3)

1. a kind of integrated sewage processor, including intake chamber (1), anoxic pond (2), aerobic tank (3), sedimentation basin (4), filter tank (5), clear water reserviors (6), equipment room (7) and console (8), which is characterized in that the equipment room (7) and console (8) are for supervising Equipment operation is controlled, it is clear water reserviors on the right side of anoxic pond (2) that the intake chamber (1), which is located between anoxic pond (2) and aerobic tank (3), (6), clear water reserviors (6) and sedimentation basin (4) are adjacent, and sewage flows into certainly after water inlet pipe (10) enter intake chamber (1) water conservancy diversion, from top Enter anoxic pond (2), anoxic pond is divided to two lattice, is connected in bottom;2nd lattice anoxic pond top opening, sewage enters aerobic tank (3), good Oxygen pond (3) water outlet enters in the middle part of sedimentation basin (4) through aerobic tank outlet pipe (18), and sedimentation basin supernatant passes through sedimentation basin outlet pipe (21) enter filter tank (5), filter tank water outlet enters clear water reserviors (6) by filter tank outlet pipe (20) from bottom, and clear water reserviors clear water passes through Outlet pipe (12) is discharged into natural water or reuse.
2. a kind of integrated sewage processor according to claim 1, which is characterized in that in the aerobic tank (3) It is disposed with tube aerator (15) and fixed bed plate filler (22), aerobic tank (3) end sewage is through nitrification liquid return pipe (16) It flows back anoxic pond (2), sedimentation basin (4) base sludge flows back into anoxic pond through mud return line (17), while passing through sludge pipe (11) periodically discharge, clear water reserviors (6) clear water is promoted by backwash water pump (9) enters filter tank (5) bottom through filter tank backwash water pipe (19) Portion is rinsed filter tank, and the water after flushing is discharged by backwash drainpipe (13).
3. a kind of integrated sewage processor according to claim 1, which is characterized in that in the anoxic pond (2) Arrange anoxic pond stirring perforated pipe (14), sludge in periodic agitation pond.
CN201821211672.7U 2018-07-25 2018-07-25 A kind of integrated sewage processor Active CN208747882U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821211672.7U CN208747882U (en) 2018-07-25 2018-07-25 A kind of integrated sewage processor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821211672.7U CN208747882U (en) 2018-07-25 2018-07-25 A kind of integrated sewage processor

Publications (1)

Publication Number Publication Date
CN208747882U true CN208747882U (en) 2019-04-16

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821211672.7U Active CN208747882U (en) 2018-07-25 2018-07-25 A kind of integrated sewage processor

Country Status (1)

Country Link
CN (1) CN208747882U (en)

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Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: Integrated sewage treatment device

Effective date of registration: 20191231

Granted publication date: 20190416

Pledgee: Lu'an Jin'an financing Company limited by guarantee

Pledgor: Anhui environmental science and Technology Co., Ltd.

Registration number: Y2019980001407

PC01 Cancellation of the registration of the contract for pledge of patent right
PC01 Cancellation of the registration of the contract for pledge of patent right

Date of cancellation: 20220105

Granted publication date: 20190416

Pledgee: Lu'an Jin'an financing Company limited by guarantee

Pledgor: ANHUI HONG JI ENVIRONMENAL TECHNOLOGY CO.,LTD.

Registration number: Y2019980001407