CN206289135U - A kind of high concentration organic sewage treating system - Google Patents

A kind of high concentration organic sewage treating system Download PDF

Info

Publication number
CN206289135U
CN206289135U CN201621414624.9U CN201621414624U CN206289135U CN 206289135 U CN206289135 U CN 206289135U CN 201621414624 U CN201621414624 U CN 201621414624U CN 206289135 U CN206289135 U CN 206289135U
Authority
CN
China
Prior art keywords
reaction tank
pond
tank
sludge
physico
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.)
Expired - Fee Related
Application number
CN201621414624.9U
Other languages
Chinese (zh)
Inventor
邵亚夫
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.)
HUBEI GOLDEN EAGLE BIOTECHNOLOGY Co Ltd
Original Assignee
HUBEI GOLDEN EAGLE BIOTECHNOLOGY 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 HUBEI GOLDEN EAGLE BIOTECHNOLOGY Co Ltd filed Critical HUBEI GOLDEN EAGLE BIOTECHNOLOGY Co Ltd
Priority to CN201621414624.9U priority Critical patent/CN206289135U/en
Application granted granted Critical
Publication of CN206289135U publication Critical patent/CN206289135U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of high concentration organic sewage treating system, including regulating reservoir, physico-chemical precipitation pond, sterilization pool, discharge pond, filtering ponds, sludge pipeline, rotary blower and chemical cell, the connection of regulating reservoir right side the first reaction tank and second reaction tank, the right-hand member of the first reaction tank and the second reaction tank is provided with the 3rd reaction tank and the 4th reaction tank, and the first reaction tank, the second reaction tank, the 3rd reaction tank and the 4th reaction tank are interconnected;The physico-chemical precipitation pond is arranged on the right-hand member of the 4th reaction tank and the 3rd reaction tank.This high concentration organic sewage treating system, integrated operation is simple, and technological process is very clear so that the operation of staff is more skilled;Sewage treating efficiency is high.Residue will not be remained on biochemical sedimentation basin and physico-chemical precipitation pond, be easy to cleaning;Sewage is analogous to running water after treatment, as clear as crystal, free from extraneous odour, it is in line enter pipe network, greatly improve operating efficiency.

Description

A kind of high concentration organic sewage treating system
Technical field
The utility model is related to sewage disposal system applied technical field, specifically a kind of high concentration organic sewage processing system System.
Background technology
Called in response to country, energy-saving and emission-reduction grow with each passing hour, company's benefit and image is synchronously improved, improve overall Production wastewater treatment facility is improved in function, quickening, the deterioration of the water environment that discharge of wastewater causes is solved.Build up and set The enterprise of good standing that perfect, beautiful environment, production is civilized is applied, society is benefited;By engineering construction, to reach pollution administration, The purpose of environmental protection;For Pollutants in Wastewater, with reference to the discharge standard for performing, advanced technology, process and warp are proposed Help rational process program, the water outlet after treatment is reached the discharge standard of regulation;Draw same type wastewater treatment experience with Lesson, accomplishes practical, it is ensured that qualified discharge;Wastewater treatment scheme makes every effort to energy-conservation, low consumption, and operating cost is low, and operation letter Just, floor space is few, easy construction, and reduces investment outlay as far as possible;System arrangement makes waste water as far as possible using landform, potential pressure Gravity stream is used as far as possible, and is coordinated with plant area overall planning.
Utility model content
The purpose of this utility model is to provide a kind of high concentration organic sewage treating system, and whole integrated operation is simple, work Skill flow is very clear so that the operation of staff is more skilled;Sewage treating efficiency is high.Residue will not be in biochemical sedimentation basin Remained with physico-chemical precipitation pond, be easy to cleaning;Sewage is analogous to running water after treatment, as clear as crystal, free from extraneous odour, it is in line enter Pipe network, greatly improves operating efficiency;To solve the problems, such as to be proposed in above-mentioned background technology.
To achieve the above object, the utility model provides following technical scheme:
A kind of high concentration organic sewage treating system, including regulating reservoir, physico-chemical precipitation pond, sterilization pool, discharge pond, filtering Pond, sludge pipeline, rotary blower and chemical cell, the connection of regulating reservoir right side the first reaction tank and second reaction tank, the The right-hand member of one reaction tank and the second reaction tank is provided with the 3rd reaction tank and the 4th reaction tank, the first reaction tank, the second reaction tank, 3rd reaction tank and the 4th reaction tank are interconnected;The physico-chemical precipitation pond is arranged on the right side of the 4th reaction tank and the 3rd reaction tank End, the 4th reaction tank and the 3rd reaction tank are connected with physico-chemical precipitation pond, and physico-chemical precipitation pond connects with biochemical sedimentation basin, and biochemistry is heavy Anaerobic pond, the first Aerobic Pond and the second Aerobic Pond are set gradually between shallow lake pond and physico-chemical precipitation pond;The sterilization pool and discharge pond Connection, the side for discharging pond is provided with sludge-tank, sludge-tank connection filtering ponds;The sterilization pool, discharge pond, sludge-tank and filtering ponds It is interconnected, filtering ponds pass through pipeline communication with biochemical sedimentation basin;The regulating reservoir is internally provided with grid canal, on grid canal Connection sewage conduct, sewage conduct and sewage-treatment plant are communicated;Pass through air between the rotary blower and chemical cell Pipeline connection, is provided with communicating valve on the air pipe line between rotary blower and chemical cell, air pipe line stretches into grid canal Inside, the junction of air pipe line and grid canal is provided with ball valve;Connected by tap water pipe line between the chemical cell, One end of sludge pipeline is fixedly connected with forcing press, and the sludge pipeline of forcing press one end is connected in sludge-tank, the sludge-tank Connected with plate and frame filter press, the other end of forcing press is connected by air pipe line with grid canal.
As further program of the utility model:The end of the ball valve increases the company of respirator, ball valve and respirator The place of connecing is wrapped by sealing ring.
As further program of the utility model:The physico-chemical precipitation pond and biochemical sedimentation basin are brick mix structure, two The madial wall of person passes through polishing.
As further program of the utility model:A set of prefilter and fine filter are set with the air pipe line.
As further program of the utility model:The forcing press is rotor pressure machine, and two pressures are provided with system Power machine.
Compared with prior art, the utility model beneficial effect:
(1) this high concentration organic sewage treating system, the end of ball valve increases respirator so that the flowing of air is more equal Even, it is to avoid swelling occur, the junction of ball valve and respirator is wrapped by sealing ring, and strengthen between the two is close Feng Xing, it is to avoid the generation of gas leak phenomenon;Physico-chemical precipitation pond and biochemical sedimentation basin are brick mix structure, and intensity is high, decay resistance Good, both madial walls pass through polishing, it is to avoid residue is remained on both inwalls, it is easy to cleaned;On air pipe line A set of prefilter and fine filter are set with, by filtering twice, it is ensured that the purity of material, so as to improve the matter of product Amount;Forcing press is rotor pressure machine, and two forcing presses are provided with system, can strengthen air pressure so that the flowing of material is more accelerated Speed and it is uniform.
(2) this high concentration organic sewage treating system, integrated operation is simple, and technological process is very clear so that work people The operation of member is more skilled;Sewage treating efficiency is high.Residue will not be remained on biochemical sedimentation basin and physico-chemical precipitation pond, be easy to clear Wash;Sewage is analogous to running water after treatment, as clear as crystal, free from extraneous odour, it is in line enter pipe network, greatly improve work effect Rate.
Brief description of the drawings
Fig. 1 is floor plan of the present utility model;
Fig. 2 is process chart of the present utility model.
In figure:1- regulating reservoirs, the reaction tanks of 2- first, the reaction tanks of 3- second, 4- physico-chemical precipitations pond, 5- anaerobic ponds, 6- first Aerobic Pond, the Aerobic Ponds of 7- second, 8- biochemical sedimentation basins, 9- sterilization pools, 10- discharges pond, 11- sludge-tanks, 12- filtering ponds, 13- the Three reaction tanks, the reaction tanks of 14- the 4th, 15- plumbing drains, 16- sludge pipeline, 17- air pipe lines, 18- tap water pipe lines, 19- Plate and frame filter press, 20- rotary blowers, 21- communicating valves, 22- chemical cells, 23- ball valves, 24 grid canals, 25- forcing presses-.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Fig. 1-2 is referred to, in the utility model embodiment, a kind of high concentration organic sewage treating system, including regulating reservoir 1st, physico-chemical precipitation pond 4, sterilization pool 9, discharge pond 10, filtering ponds 12, sludge pipeline 16, rotary blower 20 and chemical cell 21, The right-hand member of the connection of the right side of regulating reservoir 1 first reaction tank 2 and the second reaction tank 14, the first reaction tank 2 and the second reaction tank 14 is set There are the 3rd reaction tank 13 and the 4th reaction tank 3, the first reaction tank 2, the second reaction tank 14, the 3rd reaction tank 13 and the 4th reaction tank 3 are interconnected;Physico-chemical precipitation pond 4 is arranged on the right-hand member of the 4th reaction tank 3 and the 3rd reaction tank 13, the 4th reaction tank 3 and the 3rd Reaction tank 13 is connected with physico-chemical precipitation pond 4, and physico-chemical precipitation pond 4 connects with biochemical sedimentation basin 8, and biochemical sedimentation basin 8 and materialization are heavy Anaerobic pond 5, the first Aerobic Pond 6 and the second Aerobic Pond 7 are set gradually between shallow lake pond 4;Physico-chemical precipitation pond 4 and biochemical sedimentation basin 8 are equal It is brick mix structure, intensity is high, corrosion resistance and good, both madial walls pass through polishing, it is to avoid residue is in both Remained on wall, it is easy to clean;Inorganic matter is changed into organic matter by the first Aerobic Pond 6 and the second Aerobic Pond 7 by aerobic process, The aerobic respiration of sewage is accelerated, sterilization pool 9 is connected with discharge pond 10, and the side for discharging pond 10 is provided with sludge-tank 11, sludge-tank 11 connection filtering ponds 12;Sterilization pool 9, discharge pond 10, sludge-tank 11 and filtering ponds 12 are interconnected, and sterilization pool 9 is used for sewage Sewage is discharged in sterilization, discharge pond 10, and filtering ponds 12 pass through pipeline communication with biochemical sedimentation basin 8;The inside of regulating reservoir 1 sets Grid canal 24 is equipped with, grid canal 25 can automatically intercept larger pollutant, it is to avoid pollutant blocks pipeline, is connected on grid canal 24 Be put into sewage in regulating reservoir 1 by sewage conduct 15, plumbing drain 15, and sewage conduct 15 and sewage-treatment plant are communicated;Revolution drum Connected by air pipe line 17 between blower fan 20 and chemical cell 21, a set of prefilter is set with air pipe line 17 and essence is filtered Device, by filtering twice, it is ensured that the purity of material, so as to improve the quality of product;Chemical cell 21 carries out chemical technology Treatment, greatly improves cleaning efficiency, and rotary blower 20 can increase pressure, intensified pressure, rotary blower 20 and change Learn and communicating valve 21 is installed on the air pipe line 17 between battery 21, air pipe line 17 stretches into the inside of grid canal 24, air hose Road 17 is provided with ball valve 23 with the junction of grid canal 24;The end of ball valve 23 increases respirator so that the flowing of air is more Uniformly, it is to avoid swelling occur, the junction of ball valve 23 and respirator is wrapped by sealing ring, is strengthened between the two Sealing, it is to avoid the generation of gas leak phenomenon;Connected by tap water pipe line 18 between chemical cell 21, the one of sludge pipeline 16 End is fixedly connected with forcing press 25, and the sludge pipeline 16 of the one end of forcing press 25 is connected in sludge-tank 11, and sludge-tank 11 is filtered out Mud in sewage, it is to avoid mud blocking pipeline, sludge-tank 11 is connected with plate and frame filter press 19, the other end of forcing press 25 passes through Air pipe line 17 is connected with grid canal 24;Forcing press 25 is rotor pressure machine, and two forcing presses 25 are provided with system, can be strengthened Air pressure so that the flowing of material is quicker and uniform.
The utility model technological process is as follows;
Sewage passes through sewage-treatment plant, by the grid canal 24 that sewage conduct 15 is entered into inside preparing pool 1, passing through Grid canal 24 filters out big discarded object, it is to avoid discarded object block pipeline, enter back into the first reaction tank 2, the second reaction tank 14, Reacted in 3rd reaction tank 13 and the 4th reaction tank 14;Be drained into sewage in physico-chemical precipitation pond 4 and carry out by opening ball valve 23 Materializing strategy, flows into anaerobic pond 4 and excludes oxygen by the sewage of materializing strategy, aerobic continuously across the first Aerobic Pond 6 and second Pond 7, meanwhile, air pipe line 17 is opened, to air is injected in two Aerobic Ponds, the effect of aerobic respiration twice converts inorganic matter Into organic matter, it is easy to which sewage is processed, carried out disinfection into sterilization pool 9, then be flowed into discharge pond 10 and discharged;Pass through Forcing press 25 can strengthen pressure, now open tap water pipe line 18, running water is put into sludge-tank 11, the dirt gone out in decontaminated water Mud, the sewage for eventually passing treatment is flowed into filtering ponds 12 and is filtered, and finally just obtains treated sewage, work effect Rate is high, effectively improves environment.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and And in the case of without departing substantially from spirit or essential attributes of the present utility model, can in other specific forms realize that this practicality is new Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation Involved claim.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each implementation method is only wrapped Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should Specification an as entirety, the technical scheme in each embodiment can also be formed into those skilled in the art through appropriately combined May be appreciated other embodiment.

Claims (5)

1. a kind of high concentration organic sewage treating system, including regulating reservoir 1, physico-chemical precipitation pond 4, sterilization pool 9, discharge pond 10, mistake Filter tank 12, sludge pipeline 16, rotary blower 20 and chemical cell 21, it is characterised in that:The right side of the regulating reservoir 1 connection first The right-hand member of the reaction tank 14 of reaction tank 2 and second, the first reaction tank 2 and the second reaction tank 14 is provided with the 3rd reaction tank 13 and the 4th Reaction tank 3, the first reaction tank 2, the second reaction tank 14, the 3rd reaction tank 13 and the 4th reaction tank 3 are interconnected;The materialization is sunk Shallow lake pond 4 is arranged on the right-hand member of the 4th reaction tank 3 and the 3rd reaction tank 13, and the 4th reaction tank 3 and the 3rd reaction tank 13 are and materialization Sedimentation basin 4 is connected, and physico-chemical precipitation pond 4 connects with biochemical sedimentation basin 8, is set gradually between biochemical sedimentation basin 8 and physico-chemical precipitation pond 4 Anaerobic pond 5, the first Aerobic Pond 6 and the second Aerobic Pond 7;The sterilization pool 9 is connected with discharge pond 10, and the side for discharging pond 10 is provided with Sludge-tank 11, the connection filtering ponds 12 of sludge-tank 11;The sterilization pool 9, discharge pond 10, sludge-tank 11 are mutually interconnected with filtering ponds 12 Logical, filtering ponds 12 pass through pipeline communication with biochemical sedimentation basin 8;The regulating reservoir 1 is internally provided with grid canal 24, grid canal 24 Upper connection sewage conduct 15, sewage conduct 15 and sewage-treatment plant are communicated;The rotary blower 20 and chemical cell 21 it Between connected by air pipe line 17, communicating valve is installed on the air pipe line 17 between rotary blower 20 and chemical cell 21 21, air pipe line 17 stretches into the inside of grid canal 24, and air pipe line 17 is provided with ball valve 23 with the junction of grid canal 24;It is described Connected by tap water pipe line 18 between chemical cell 21, one end of sludge pipeline 16 is fixedly connected with forcing press 25, forcing press The sludge pipeline 16 of 25 one end is connected in sludge-tank 11, and the sludge-tank 11 is connected with plate and frame filter press 19, forcing press 25 The other end is connected by air pipe line 17 with grid canal 24.
2. a kind of high concentration organic sewage treating system according to claim 1, it is characterised in that:The end of the ball valve 23 The junction of end increase respirator, ball valve 23 and respirator is wrapped by sealing ring.
3. a kind of high concentration organic sewage treating system according to claim 1, it is characterised in that:The physico-chemical precipitation pond 4 and biochemical sedimentation basin 8 be brick mix structure, both madial walls pass through polishing.
4. a kind of high concentration organic sewage treating system according to claim 1, it is characterised in that:The air pipe line 17 The upper a set of prefilter of suit and fine filter.
5. a kind of high concentration organic sewage treating system according to claim 1, it is characterised in that:The forcing press 25 is Rotor pressure machine, is provided with two forcing presses 25 in system.
CN201621414624.9U 2016-12-20 2016-12-20 A kind of high concentration organic sewage treating system Expired - Fee Related CN206289135U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621414624.9U CN206289135U (en) 2016-12-20 2016-12-20 A kind of high concentration organic sewage treating system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621414624.9U CN206289135U (en) 2016-12-20 2016-12-20 A kind of high concentration organic sewage treating system

Publications (1)

Publication Number Publication Date
CN206289135U true CN206289135U (en) 2017-06-30

Family

ID=59153429

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621414624.9U Expired - Fee Related CN206289135U (en) 2016-12-20 2016-12-20 A kind of high concentration organic sewage treating system

Country Status (1)

Country Link
CN (1) CN206289135U (en)

Similar Documents

Publication Publication Date Title
CN205528272U (en) Villages and small towns dispersion sewage comprehensive control device
CN205907131U (en) Domestic sewage treatment device
WO2020220670A1 (en) Artificial ecological wetland system for processing septic tank sewage
CN104045205B (en) Low-power-consumption integrated water purifying apparatus and water purifying method
CN105174645B (en) A kind of wastewater treatment energy-saving equipment and method of wastewater treatment
CN206289135U (en) A kind of high concentration organic sewage treating system
CN203922937U (en) A kind of low power consuming integrative water purifying device
CN106746379A (en) A kind of high concentration organic sewage treating system
CN206654825U (en) A kind of garbage leachate treatment device
CN205528247U (en) Field town domestic sewage purification system
CN205133199U (en) Energy -conserving water conservation effluent treatment plant
CN205443003U (en) Novel sewage treatment device
CN101264988B (en) Water body micro-algae ecologic dialysis system device and applying method
CN213623763U (en) Sewage treatment overall process deodorization system
CN206538324U (en) Integrated sewage treating apparatus
CN210974293U (en) Waste water treatment device
CN208829479U (en) A kind of wastewater recycling system
CN208038227U (en) A kind of environment-friendly type pharmacy sewage processing unit
CN211644763U (en) Multifunctional bypass sludge relay tank
CN210736462U (en) Public toilet sewage treatment system
CN212833138U (en) Novel efficient energy-saving environment-friendly sewage treatment equipment
CN111362500B (en) Integrated equipment for controlling and utilizing water pollution
CN210065477U (en) Rural domestic sewage treatment equipment
CN207418528U (en) A kind of water treatment facilities
CN208182783U (en) A kind of integrated purification of waste water waste gas recovery equipment

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
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: 20170630

Termination date: 20201220