CN218561216U - Antigravity backflow device - Google Patents

Antigravity backflow device Download PDF

Info

Publication number
CN218561216U
CN218561216U CN202223005639.8U CN202223005639U CN218561216U CN 218561216 U CN218561216 U CN 218561216U CN 202223005639 U CN202223005639 U CN 202223005639U CN 218561216 U CN218561216 U CN 218561216U
Authority
CN
China
Prior art keywords
antigravity
backflow
backward flow
valve
air supply
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.)
Active
Application number
CN202223005639.8U
Other languages
Chinese (zh)
Inventor
吴朋朋
蔡昭雄
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.)
Beijing Oulile Environmental Engineering Co ltd
Original Assignee
Beijing Oulile Environmental Engineering 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 Beijing Oulile Environmental Engineering Co ltd filed Critical Beijing Oulile Environmental Engineering Co ltd
Priority to CN202223005639.8U priority Critical patent/CN218561216U/en
Application granted granted Critical
Publication of CN218561216U publication Critical patent/CN218561216U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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

Landscapes

  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The utility model discloses an antigravity backflow equipment, including good oxygen biochemical pond and anaerobism pond, be equipped with the backward flow in the good oxygen biochemical pond and absorb water the pipe, the backward flow absorbs water pipe one end and sets up in good oxygen biochemical pond, and the other end sets up in antigravity backward flow jar left side, the antigravity backward flow jar upper end left and right sides is equipped with air supply pipeline and inlet channel respectively, the last air supply valve that is equipped with of air supply pipeline, be equipped with the water source valve on the inlet channel, antigravity backward flow tank bottom end is equipped with the evacuation pipeline, be equipped with the evacuation valve on the evacuation pipeline, the setting of evacuation valve tail end is in good oxygen biochemical pond, antigravity backward flow jar right side is equipped with the backflow drain pipe, be equipped with reflux control valve on the backflow drain pipe, backflow drain pipe tail end sets up in the anaerobism pond. The utility model discloses according to the size of backward flow needs design antigravity backward flow jar, but serialization, modularization, convenient maintenance, repair, energy-conserving effect is obvious.

Description

Antigravity backflow device
Technical Field
The utility model relates to a mud return-flow equipment specifically is an antigravity return-flow equipment.
Background
The domestic sewage has fixed components, mainly contains organic matters such as carbohydrate, protein, amino acid, fat and the like, is more suitable for the growth of bacteria, and becomes a place for the survival and propagation of bacteria and viruses; but the domestic sewage generally does not contain toxicity, has certain fertilizer efficiency and can be used for irrigating farmlands. The agricultural wastewater has various components, and different treatment methods are needed for wastewater in villages and towns with different development targets in different seasons, different places and different development targets. In order to reduce the discharge amount and complexity of sewage during sewage treatment, the construction of methane tanks which are being popularized vigorously by China is combined to separate toilet flushing water (black water) from other domestic water (grey water). The grey water is treated by a natural purification system, and the black water and human and animal excreta are treated by an anaerobic methane tank, so that the discharge amount, complexity and treatment cost of sewage can be reduced, and the method has important significance in developing rural clean new energy, protecting human living environment, promoting sustainable development of rural economic society and the like. The sludge reflux belongs to a link in the sewage treatment process, generally adopts the reflux of a sludge pump, and has the defects that: high energy consumption, easy blockage and difficult maintenance.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antigravity flow back equipment to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above purpose, the utility model provides a following technical scheme:
the utility model provides an antigravity backflow equipment, includes antigravity backward flow jar, air supply valve, backward flow control flap, water source valve, lets out empty valve, backflow drain pipe, backward flow and absorbs water the pipe, good oxygen biochemical pond and anaerobism pond, be equipped with backward flow in the good oxygen biochemical pond and absorb water the pipe, backward flow absorbs water pipe one end and sets up in good oxygen biochemical pond, and the other end setting is in antigravity backward flow jar left side, according to the size that backward flow needs the design antigravity backward flow jar, seriatization, the antigravity backward flow jar upper end left and right sides is equipped with air supply pipeline and inlet channel respectively, be equipped with air supply valve on the air supply pipeline, only need a small amount of air supply in the operational engineering, can obtain great backward flow, be equipped with the water source valve on the inlet channel, antigravity backward flow tank bottom end is equipped with and lets out the empty pipeline, it is equipped with to let out the empty valve on the pipeline, conveniently maintains and repairs, it sets up at good oxygen pond to let out empty valve tail end, antigravity backward flow jar right side is equipped with the backflow drain pipe, be equipped with backward flow control flap on the backflow drain pipe, according to the size of demand, the size of adjustable backward flow.
As a further aspect of the present invention: the antigravity backflow tank is a circular or square tank body.
As the utility model discloses further scheme again: the tail end of the backflow drain pipe is arranged in the anaerobic tank.
Compared with the prior art, the beneficial effects of the utility model are that: through the backward flow suction pipe 7 under the pressure differential effect of siphon and air stripping, flow back to antigravity backward flow jar 1, according to the size of backward flow needs design antigravity backward flow jar 1, but serialization, modularization, convenient maintenance, repair through air supply valve 2, can obtain great backward flow in the a small amount of air supplies of demand, the energy consumption only is about 0.5 of sludge reflux pump energy consumption, and energy-conserving effect is obvious.
Drawings
Fig. 1 is a schematic structural view of an antigravity reflow apparatus.
In the figure: 1-antigravity backflow tank, 2-gas source valve, 3-backflow amount control valve, 4-water source valve, 5-emptying valve, 6-backflow drain pipe, 7-backflow water suction pipe, 8-good curing pool and 9-anaerobic pool.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.
Referring to fig. 1, in the embodiment of the present invention, an antigravity backflow device includes an antigravity backflow tank 1, an air source valve 2, a backflow amount control valve 3, a water source valve 4, an emptying valve 5, a backflow drain pipe 6, a backflow water suction pipe 7, an aerobic biochemical tank 8 and an anaerobic tank 9, wherein the backflow water suction pipe 7 is disposed in the aerobic biochemical tank 8, one end of the backflow water suction pipe 7 is disposed in the aerobic biochemical tank 8, and the other end of the backflow water suction pipe is disposed on the left side of the antigravity backflow tank 1, the antigravity backflow tank 1 is a circular or square tank, and the size and the seriation of the antigravity backflow tank 1 are designed according to the backflow amount, the left and right sides of the upper end of the antigravity backflow tank 1 are respectively provided with an air source pipeline and an inlet pipeline, the air source valve 2 is disposed on the air source pipeline, only a small amount of air source is needed in the operation engineering, a large backflow amount of water can be obtained, the inlet pipeline is provided with the water source valve 4, the bottom end of the antigravity backflow tank 1 is provided with the emptying pipeline, the emptying valve 5 is disposed on the empty pipeline, which is convenient for maintenance and repair, the tail end of the aerobic backflow tank 5 is disposed on the aerobic backflow tank 8, the right side of the aerobic backflow tank 6, the anaerobic reflux flow control tank 6 is disposed on the anaerobic tank 6, and the anaerobic tank 3, and the anaerobic reflux flow control drain pipe is adjustable size and the anaerobic tank is disposed in the anaerobic tank.
The utility model discloses a theory of operation is: under the action of differential pressure of siphon and air lift, sewage flows back to the antigravity backflow tank 1 through the backflow water suction pipe 7, the size of the antigravity backflow tank 1 is designed according to backflow flow requirements, serialization and modularization are realized, maintenance and repair are convenient, mixed liquid containing activated sludge in the aerobic biochemical pool 8 is mixed with liquid in the anaerobic pool 9 through the backflow water discharge pipe 6, phosphorus release and organic matter degradation are carried out under anaerobic conditions, denitrification and denitrification are carried out under an anoxic state, organic matter is degraded at the same time, the purpose of sewage treatment is achieved, a small amount of air source can be needed through the air source valve 2, a large backflow flow is obtained, the energy consumption is only about 0.5 of that of a sludge backflow pump, and the energy-saving effect is obvious.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims (3)

1. The utility model provides an antigravity backflow equipment, includes antigravity backflow jar (1), air supply valve (2), reflux control valve (3), water source valve (4), lets out empty valve (5), backflow drain pipe (6), backward flow and absorbs water pipe (7), good oxygen biochemical pond (8) and anaerobism pond (9), its characterized in that, be equipped with backward flow and absorb water pipe (7) in good oxygen biochemical pond (8), backward flow absorbs water pipe (7) one end setting in good oxygen biochemical pond (8), and the other end setting is in antigravity backflow jar (1) left side, the left and right sides is equipped with air supply pipeline and inlet channel respectively in antigravity backflow jar (1) upper end, be equipped with air supply valve (2) on the air supply pipeline, be equipped with water supply valve (4) on the inlet channel, be equipped with on the antigravity backflow jar (1) bottom and let out empty pipeline, it is equipped with on the empty pipeline to let out empty valve (5), it sets up at biochemical pond (8) to let out empty valve (5) tail end, antigravity backflow jar (1) right side is equipped with backflow drain pipe (6), be equipped with good oxygen backflow drain pipe (3).
2. Antigravity return device according to claim 1, characterized in that the antigravity return tank (1) is a round or square shaped tank.
3. Anti-gravity flow back equipment according to claim 1, wherein the back flow drain pipe (6) is arranged with its tail end inside the anaerobic tank (9).
CN202223005639.8U 2022-11-11 2022-11-11 Antigravity backflow device Active CN218561216U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223005639.8U CN218561216U (en) 2022-11-11 2022-11-11 Antigravity backflow device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223005639.8U CN218561216U (en) 2022-11-11 2022-11-11 Antigravity backflow device

Publications (1)

Publication Number Publication Date
CN218561216U true CN218561216U (en) 2023-03-03

Family

ID=85325106

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223005639.8U Active CN218561216U (en) 2022-11-11 2022-11-11 Antigravity backflow device

Country Status (1)

Country Link
CN (1) CN218561216U (en)

Similar Documents

Publication Publication Date Title
CN110240286B (en) Black and odorous water body treatment method based on biochar immobilized composite microorganism treatment and aeration reoxygenation system thereof
CN105585223B (en) A kind of freshwater aquiculture waste water advanced treatment recovery system and method
CN101817615A (en) Anaerobic-sequencing batch biofilm reactor-artificial wetland method for treating piggery wastewater
CN103043852B (en) Wastewater treatment process and device
CN205953656U (en) Integration MBR membrane biological reaction sewage treatment plant
CN103253823A (en) Method and system for realizing efficient wastewater treatment and waste methane gas oxidation together via artificial wetland
CN204625422U (en) A kind of Sewage treatment systems
CN108249691B (en) Integrated low-energy-consumption distributed village and town domestic sewage treatment system
CN210315464U (en) Eutrophic river course duckweed cleaning device
CN103979681A (en) Nitrification/denitrification integrated rural domestic sewage treatment system
CN203781915U (en) Nitrification and denitrification integrated rural domestic sewage treatment system
CN202038919U (en) Riverway ecology construction and water restoration system
CN218561216U (en) Antigravity backflow device
CN203783185U (en) Ecological public toilet
CN106630187A (en) Lake and landscape water ecological restoration method
CN203319829U (en) Sewage treatment and recycling integrated device
CN205528280U (en) Freshwater aquaculture advanced waste treatment recycling system
CN212864489U (en) Rural domestic sewage treatment device
CN212770056U (en) Complete equipment for in-situ purification of black and odorous water body by long-acting biological live water
CN210764894U (en) Temple sewage treatment and recycling system
CN207330691U (en) A kind of rural area sewage-treatment plant
CN205893016U (en) Aquaculture wastewater treatment device
CN104276652A (en) Cold area rural township domestic sewage treatment method
CN201560160U (en) Device for treating sewage with high COD and ammonia nitrogen contents
CN204588930U (en) Villages and small towns sewage resource gasifying device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant