CN103755091B - A kind of integrated sewage treatment device - Google Patents

A kind of integrated sewage treatment device Download PDF

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Publication number
CN103755091B
CN103755091B CN201310554212.XA CN201310554212A CN103755091B CN 103755091 B CN103755091 B CN 103755091B CN 201310554212 A CN201310554212 A CN 201310554212A CN 103755091 B CN103755091 B CN 103755091B
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China
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reaction module
filler
air lift
pipe
module
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CN201310554212.XA
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CN103755091A (en
Inventor
张静
侯红勋
石小峰
朱甲华
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Cecep Guozhen Environmental Protection Technology Co.,Ltd.
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Anhui Guoshen Environment Protection And Energy Saving Science And Technology Co
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Abstract

The invention discloses a kind of integrated sewage treatment device, comprise outer pond, outer pond (1) adopts plate (11) it to be divided into from left to right successively preliminary precipitation district (2), oxygen-starved area (3), reaction zone (4), air lift district (5); On outer pond, (1) arranges water inlet pipe (7), rising pipe (8) and shore pipe (9); Double oxygen reaction module (14) is set in oxygen-starved area (3); Aerobic reaction module (15) is set in reaction zone (4); Air lift module (16) is set in air lift district (5); Aerobic reaction module (15) and air lift reaction module (16) top arrange blast main (12), and blast main is connected with blower fan (6); Air lift module (16) bottom is connected with shore pipe (9), and top is provided with mixed-liquor return pipe (13); Mixed-liquor return pipe (13) is connected with one end of mixed-liquor return groove (10); The other end of mixed-liquor return groove (10) is connected with double oxygen reaction module (14).The present invention adopts modular design, rational in infrastructure, such that construction and installation are quick, running maintenance is convenient, workable.

Description

A kind of integrated sewage treatment device
Technical field
The present invention relates to sewage treatment area, particularly relate to a kind of integrated sewage treatment device.
Background technology
The development of industrialization and modern agriculture also brings the severe contamination of water surrounding while creating huge material wealth.Along with the sewage disposal of concentrating solves the water environment pollution problem of people's care, centralized sewage disposal becomes the major way of municipal sewage treatment.But, when carrying out extensive wastewater reuse approach, the construction of corresponding pipe network must be carried out, needing huge pipe network system and midway Boosting pumping station.Invest huge, operation and maintenance cost is expensive.In contamination, centralized sewage disposal obviously lacks sustainability.At present, rich country is only had all could to popularize sanitation and treatment system.No matter how high industrialization and modernization level have, Zong also have most people to live in rural area.Rural area is away from city planting ductwork, and sewage is difficult to effectively be focused on.The center of gravity of front wastewater treatment in China also turns to Small Urban and Rural areas by big city.The domestic existing rural sewage treatment integrated apparatus of China exists that nitric efficiency is low more, management maintenance trouble, fault are many, it is loaded down with trivial details to install, be not suitable for the shortcomings such as batch production.For this series of problems, a kind of applicable integrated sewage treatment device is proposed.
Summary of the invention
The object of the invention is the deficiency in order to make up prior art, providing a kind of integrated sewage treatment device, rational in infrastructure, construction and installation are quick, running maintenance is convenient, workable, there is the function of nitration denitrification, without the need to arranging second pond.
The present invention is achieved through the following technical solutions:
A kind of integrated sewage treatment device, is characterized in that: comprise outer pond (1), and described outer pond (1) adopts plate (11) it to be divided into from left to right successively preliminary precipitation district (2), oxygen-starved area (3), reaction zone (4), air lift district (5); On described outer pond, (1) arranges water inlet pipe (7), rising pipe (8) and shore pipe (9); Double oxygen reaction module (14) is set in described oxygen-starved area (3); Aerobic reaction module (15) is set in described reaction zone (4); In described air lift district (5), air lift module (16) is set; Described aerobic reaction module (15) and air lift reaction module (16) top arrange blast main (12), and described blast main (12) is connected with blower fan (6); Described air lift module (16) bottom is connected with shore pipe (9), and top is provided with mixed-liquor return pipe (13); Described mixed-liquor return pipe (13) is connected with one end of mixed-liquor return groove (10); The other end of described mixed-liquor return groove (10) is connected with double oxygen reaction module (14).
Described outer pond (1) adopts corrosion resistant material to make.
Described corrosion resistant material is the one in the anticorrosion and engineering plastics of glass reinforced plastic, stainless steel, carbon steel.
The framework that described double oxygen reaction module (14) is bottomless uncovered; Frame material is the one in the anticorrosion and engineering plastics of glass reinforced plastic, stainless steel, carbon steel; In double oxygen reaction module, perforation water distributor and filler are set; Filler is selected from the one in floating stuffing, hanging filler, honeycomb filler.
The framework that described aerobic reaction module (15) is bottomless uncovered; Frame material is the one in the anticorrosion and engineering plastics of glass reinforced plastic, stainless steel, carbon steel; Micropore aeration pipe and filler are set in aerobic reaction module; Micropore aeration pipe selects type micro-pore aerator; Filler is selected from the one in floating stuffing, hanging filler, honeycomb filler.
Described air lift module (16) is the framework for bottomless uncovered; Frame material is the one in the anticorrosion and engineering plastics of glass reinforced plastic, stainless steel, carbon steel; Arrange airlift and filler in air lift reaction module, bottom arranges perforation sludge pipe; Micropore aeration pipe selects type micro-pore aerator; Filler selects filler to be selected from one in floating stuffing, hanging filler, honeycomb filler; Perforation sludge pipe; Material is selected from the one in UPVC, ABS, carbon steel.
Advantage of the present invention is:
The present invention is rational in infrastructure, construction and installation are quick, running maintenance is convenient, workable, there is the function of nitration denitrification, without the need to arranging second pond.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
In figure: the outer pond of 1-; 2-preliminary precipitation district; 3-oxygen-starved area; 4-reaction zone; 5-air lift district; 6-blower fan; 7-water inlet pipe; 8-rising pipe; 9-shore pipe; 10-mixed-liquor return groove; 11-plate; 12-blast main; 13-mixed-liquor return pipe; 14-holds concurrently oxygen reaction module; 15-aerobic reaction module; 16-air lift reaction module.
Embodiment
Below in conjunction with drawings and Examples, the present invention is described in further detail.
As shown in Figure 1, the present invention includes outer pond, outer pond adopts plate that it is divided into preliminary precipitation district, oxygen-starved area, reaction zone, air lift district from left to right successively; Double oxygen reaction module is set in oxygen-starved area, aerobic reaction module is set in reaction zone, in described air lift district, air lift module is set.
Water enters preliminary precipitation district 2 by the water inlet pipe 7 that outer pond 1 is arranged and carries out first solid-liquid separation, removes macrobead suspended substance in water, water through preliminary precipitation process enters oxygen-starved area 3 by plate 11, in oxygen-starved area 3, the mixed solution that air lift district 5 refluxes enters double oxygen reaction module 14, and reaction module 14 comprises filler so that attached growth of microorganisms, and preliminary precipitation district 2 water outlet simultaneously provides carbon source, in oxygen-starved area 3, carry out anti-nitration reaction, removes total nitrogen, oxygen-starved area 3 water outlet enters reaction zone 4 by plate 11, in the aerobic reaction module 15 arranged in reaction zone 4, filler is set so that attached growth of microorganisms, simultaneously the air that provides of gas blower 6 to be connected with aerobic reaction module 15 by blast main 12 provides the oxygen of biochemical reaction needs, carries out organic decomposition with nitration reaction in reaction zone 4, reaction zone 4 water outlet enters air lift district 5 by plate 11, air lift reaction module 16 is set in air lift district 5, airlift is set in air lift module 16 and carries out solid-liquid separation, in module, filler is set so that microorganism growth carries out further organic decomposition and nitration reaction simultaneously, in air lift district 5, mixed-liquor return pipe 13 is set simultaneously, the mixed solution comprising nitric nitrogen of backflow enters the double oxygen reaction module 14 in oxygen-starved area 3 by the mixed-liquor return groove 10 be arranged on outer pond 1, water is after treatment by outer pond setting out water pipe 8 discharger, air lift module bottom arranges perforation sludge pipe, mud is through collecting outside shore pipe 9 discharger by outer pond 1 is arranged.
Outer pond adopts corrosion resistant material to make.
Corrosion resistant material is the one in the anticorrosion and engineering plastics of glass reinforced plastic, stainless steel, carbon steel.
Oxygen reaction module of holding concurrently is the framework of bottomless uncovered; Frame material is the one in the anticorrosion and engineering plastics of glass reinforced plastic, stainless steel, carbon steel; In double oxygen reaction module, perforation water distributor and filler are set; Filler is selected from the one in floating stuffing, hanging filler, honeycomb filler.
Aerobic reaction module is the framework of bottomless uncovered; Frame material is the one in the anticorrosion and engineering plastics of glass reinforced plastic, stainless steel, carbon steel; Micropore aeration pipe and filler are set in aerobic reaction module; Micropore aeration pipe selects type micro-pore aerator; Filler is selected from the one in floating stuffing, hanging filler, honeycomb filler.
Air lift module is the framework of bottomless uncovered; Frame material is the one in the anticorrosion and engineering plastics of glass reinforced plastic, stainless steel, carbon steel; Arrange airlift and filler in air lift reaction module, bottom arranges perforation sludge pipe; Micropore aeration pipe selects type micro-pore aerator; Filler selects filler to be selected from one in floating stuffing, hanging filler, honeycomb filler; Perforation sludge pipe; Material is selected from the one in UPVC, ABS, carbon steel.
The foregoing is only preferred embodiment of the present invention, not in order to limit the present invention, within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.

Claims (6)

1. an integrated sewage treatment device, is characterized in that: comprise outer pond (1), and described outer pond (1) adopts plate (11) it to be divided into from left to right successively preliminary precipitation district (2), oxygen-starved area (3), reaction zone (4), air lift district (5); On described outer pond, (1) arranges water inlet pipe (7), rising pipe (8) and shore pipe (9); Double oxygen reaction module (14) is set in described oxygen-starved area (3); Aerobic reaction module (15) is set in described reaction zone (4); In described air lift district (5), air lift reaction module (16) is set; Described aerobic reaction module (15) and air lift reaction module (16) top arrange blast main (12), and described blast main (12) is connected with blower fan (6); Described air lift reaction module (16) bottom is connected with shore pipe (9), and top is provided with mixed-liquor return pipe (13); Described mixed-liquor return pipe (13) is connected with one end of mixed-liquor return groove (10); The other end of described mixed-liquor return groove (10) is connected with double oxygen reaction module (14).
2. integrated sewage treatment device according to claim 1, is characterized in that: described outer pond (1) adopts corrosion resistant material to make.
3. integrated sewage treatment device according to claim 2, is characterized in that: described corrosion resistant material is the one in the anticorrosion and engineering plastics of glass reinforced plastic, stainless steel, carbon steel.
4. integrated sewage treatment device according to claim 1, is characterized in that: the framework that described double oxygen reaction module (14) is bottomless uncovered; Frame material is the one in the anticorrosion and engineering plastics of glass reinforced plastic, stainless steel, carbon steel; In double oxygen reaction module, perforation water distributor and filler are set; Filler is selected from the one in floating stuffing, hanging filler, honeycomb filler.
5. integrated sewage treatment device according to claim 1, is characterized in that: the framework that described aerobic reaction module (15) is bottomless uncovered; Frame material is the one in the anticorrosion and engineering plastics of glass reinforced plastic, stainless steel, carbon steel; Micropore aeration pipe and filler are set in aerobic reaction module; Micropore aeration pipe selects type micro-pore aerator; Filler is selected from the one in floating stuffing, hanging filler, honeycomb filler.
6. integrated sewage treatment device according to claim 1, is characterized in that: the framework that described air lift reaction module (16) is bottomless uncovered; Frame material is the one in the anticorrosion and engineering plastics of glass reinforced plastic, stainless steel, carbon steel; Arrange airlift and filler in air lift reaction module, bottom arranges perforation sludge pipe; Filler is selected from the one in floating stuffing, hanging filler, honeycomb filler; Perforation sludge pipe; Material is selected from the one in UPVC, ABS, carbon steel.
CN201310554212.XA 2013-11-08 2013-11-08 A kind of integrated sewage treatment device Active CN103755091B (en)

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Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104150720B (en) * 2014-08-28 2016-08-24 深圳合续环境科技有限公司 Air lift type integrated sewage treatment device
CN105347489B (en) * 2015-12-03 2018-02-09 华仪环保有限公司 A kind of efficiently integrated integrated sewage treating apparatus
CN105776548A (en) * 2016-05-20 2016-07-20 广州华浩能源环保集团有限公司 Small sludge improved type MBR integrated treatment method and equipment
CN106241912B (en) * 2016-08-31 2019-10-15 安徽国祯环保节能科技股份有限公司 Inspection shaft sewage-treatment plant
CN107640828B (en) * 2017-10-26 2020-09-11 安徽国祯环保节能科技股份有限公司 Sewage treatment device
CN113943052A (en) * 2021-11-01 2022-01-18 深圳市瑞清环保科技有限公司 Container sewage treatment equipment for module assembly

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6391202B1 (en) * 1998-07-03 2002-05-21 Michael Knobloch Process and apparatus for treating wastewater from oil plant processing and cereal processing
CN101723560A (en) * 2009-12-30 2010-06-09 同济大学 Integrated A/O bacteria filter device for treating dispersed wastewater
CN201890828U (en) * 2010-11-26 2011-07-06 北京绿水环境工程技术有限公司 Integrated domestic sewage treatment tank

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6391202B1 (en) * 1998-07-03 2002-05-21 Michael Knobloch Process and apparatus for treating wastewater from oil plant processing and cereal processing
CN101723560A (en) * 2009-12-30 2010-06-09 同济大学 Integrated A/O bacteria filter device for treating dispersed wastewater
CN201890828U (en) * 2010-11-26 2011-07-06 北京绿水环境工程技术有限公司 Integrated domestic sewage treatment tank

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Address after: 230088 No. 91 science Avenue, hi tech Zone, Anhui, Hefei

Patentee after: Cecep Guozhen Environmental Protection Technology Co.,Ltd.

Address before: 230088 No. 91 science Avenue, hi tech Zone, Anhui, Hefei

Patentee before: Anhui Guozhen environmental protection and energy saving Technology Co.,Ltd.