CN208414147U - WSZ series of integral sewage disposal device - Google Patents
WSZ series of integral sewage disposal device Download PDFInfo
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- CN208414147U CN208414147U CN201820631962.0U CN201820631962U CN208414147U CN 208414147 U CN208414147 U CN 208414147U CN 201820631962 U CN201820631962 U CN 201820631962U CN 208414147 U CN208414147 U CN 208414147U
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- sewage disposal
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Abstract
The utility model discloses WSZ series of integral sewage disposal devices, including collecting-tank, grid is equipped at the collecting-tank, it further include the conditioning tank being connected to collecting-tank gravity flow, the conditioning tank is sequentially communicated anoxic pond, aerobic tank, sedimentation basin, sterilization pool and sludge-tank by pipeline, and facultative microbe film is hung on the filler of the anoxic pond；The aerobic tank is biological contact oxidation pond, and bacterial biof iotalm is hung on the filler of the aerobic tank, and the sedimentation basin is vertical-flow/spiral-flow type sedimentation basin, and the sterilization pool is cyclone reaction pond.The WSZ series of integral sewage disposal device of the utility model can effectively remove the carbonaceous organic material in sewage, while to nitrogen removal rate up to 80%, the removal rate of phosphorus is up to 54%, treatment effect is satisfactory, low noise, long service life, it is easy to operate, it is easy to maintain, it is applied widely.
Description
Technical field
The utility model belongs to environmental technology field, is related to WSZ series of integral sewage disposal device.
Background technique
With deepening continuously for China's opening, China's tourist industry and real estate flourish, luxurious hotel and not
Villa is rised sheer from level ground, and centralized processing sanitary sewage band is given often far from municipal sewage plant in luxurious hotel and villa community
It is inconvenient to come.Some places handle sewage using septic tank, but cesspool sewage treatment effeciency is low, and processing capacity is limited, after processing
Water outlet cannot reach national comprehensive discharge standard.
Utility model content
For the sewage treatment facility of the separate municipal sewage plant of the prior art described in background technique, treatment effeciency
The problem of low, processing capacity is limited, and water outlet that treated cannot reach national comprehensive discharge standard, the utility model provides WSZ
Series of integral sewage disposal device, equipment sewage treating efficiency is high, good sewage processing effect, and water energy reaches that " sewage is comprehensive out
Close discharge standard " primary standard, management service is convenient.
The utility model is achieved by the following technical solution, WSZ series of integral sewage disposal device, including is catchmented
Pond is equipped with grid at the collecting-tank, further includes flowing automatically conditioning tank be connected to collecting-tank, the conditioning tank passes through pipeline successively
It is connected to anoxic pond, aerobic tank, sedimentation basin, sterilization pool and sludge-tank, hangs with facultative microbe film on the filler of the anoxic pond；Institute
Stating aerobic tank is biological contact oxidation pond, hangs with bacterial biof iotalm on the filler of the aerobic tank, the sedimentation basin be it is vertical-flow/
Spiral-flow type sedimentation basin, the sterilization pool are cyclone reaction pond.It further include pumping system, air feed system and electrical control system.
As optimization, the filler of the anoxic pond and aerobic tank is elastic solid filler.
As optimization, the anaerobic pond in parallel with pipeline is additionally provided between the conditioning tank and anoxic pond.
As optimization, the aerobic tank includes level-one biochemistry pool and secondary biochemical pond.
As optimization, aerobic tank includes the aerating system for being set to bottom of pond, and the aerating system includes blower and and blower
The pipeline for being set to bottom of pond of connection.
As optimization, the aerobic tank uses the packing specific area 200m of elastic solid filler2/m3。
Working principle of the utility model is:
Respective sanitary sewage comes together in collecting-tank, and collecting-tank inlet sets grid, with remove the large grained in sewage and
Fibrous impurity, the grid slag that grid is intercepted periodically manually are removed, are transported.Sewage in collecting-tank is streamed extremely certainly by collecting-tank
Sewage conditioning tank, regulating pondage and initial breakdown organic matter in sewage conditioning tank are then defeated by sanitary sewage by sewage pump
Enter domestic sewage processing system.Domestic sewage processing system is by anoxic pond, contact-oxidation pool, sedimentation basin, disinfection discharge pond group
At.Raw sewage is sufficiently mixed with backflow mixed liquor in anoxic pond, passes through the effect denitrification denitrogenation of facultative microbe.Contact oxygen
Changing pond is one kind based on biofilm, has the biological treatment device of activated sludge process concurrently, provides oxygen source by air blower, makes dirt
Biomembrane comes into full contact in organic matter and pond in water, through microorganism adsorption, degradation, is purified water quality.Contact oxygen
Change pond water outlet from sedimentation basin is flowed into, to remove the biomembrane and activated sludge that peel off, sedimentation basin water outlet reaches " integrated wastewater discharge
Standard " primary standard.
Sludge in sedimentation basin is discharged into sludge-tank by air lift and carries out aerobic sigestion, and postdigestive surplus sludge volume is seldom,
It was removed every 3 months or so once, dung-cart is taken out by environmental sanitation and removes outward transport, to efficiently avoid secondary pollution.
The advantages of the utility model:
The WSZ series of integral sewage disposal device of the utility model is by using to remove the A/O based on organic contamination
Method treatment process while removing organic contamination, can also be such that ammonia nitrogen is purified to improve the removal rate of pollutant.
Detailed description of the invention:
The process flow chart of Fig. 1 the utility model one embodiment；
The equipment composition schematic diagram of Fig. 2 the utility model one embodiment；
1, water inlet pipe in figure, 2, anaerobic pond, 3, level-one biochemistry pool, 4, secondary biochemical pond, 5, sedimentation basin, 6, sterilization pool, 7,
Outlet pipe, 8, aerator.
Specific embodiment
For that can understand the technical characterstic for illustrating the utility model, with reference to the accompanying drawing by specific embodiment, to this reality
It is illustrated with novel.
WSZ series of integral sewage disposal device, comprising: collecting-tank is equipped with grid, the collecting-tank at the collecting-tank
It is connected to conditioning tank, the conditioning tank is sequentially communicated anoxic pond, aerobic tank, sedimentation basin, sterilization pool and sludge-tank, the anoxic pond again
Filler be elastic solid filler, hang with facultative microbe film on the elastic solid filler；The aerobic tank is raw for pulling flow type
Object contact-oxidation pool, the filler of the aerobic tank are elastic solid filler, hang with bacterial biof iotalm on the elastic solid filler
, the sedimentation basin is vertical-flow/spiral-flow type sedimentation basin, and the sterilization pool is cyclone reaction pond, which further includes
Pumping system, air feed system and electrical control system.
Embodiment 1, with denitrification functions be it is main when WSZ series of integral sewage disposal device.
Using WSZ-AO type underground integrated sewage treating equipment, the equipment is mainly by conditioning tank, anoxic pond, aerobic
Pond, sedimentation basin, sludge-tank, sterilization pool composition.
Conditioning tank: WSZ-AO series regulating time is 6 hours.
Anoxic pond: residence time >=2 hour of the WSZ-AO series anoxic pond sewage in pond, filler are filled out for elastic stereo
Material, packing specific area 200m2/m3.
Aerobic tank: WSZ-AO series of biologic catalytic oxidation he, residence time of the sewage in pond is 6-8 hours, and filler is
Elastic solid filler, packing specific area 200m2/m3.
Sedimentation basin: WSZ-AO series sedimentation basin is spiral-flow type sedimentation basin, surface loading 1.0m3/m2.hr, sedimentation time
It is >=2 hours.
Sterilization pool: WSZ-AO series sterilization pool is cyclone reaction pond, and sewage total residence time in pond is 30 minutes or so,
Hospital sewage 1 hour or more.
Sludge-tank: the sum of WSZ-AO series sludge-tank and primary sedimentation tank bucket volume can store 90 days sludge, then can be used and inhale
Dung-cart protrudes into outward transport after sludge bottom of pond portion is aspirated from the hole that enters of sludge-tank.
Embodiment 2, with phosphorus removal functional be it is main when WSZ series of integral sewage disposal device.
Using WSZ-AO type underground integrated sewage treating equipment, the equipment is mainly by conditioning tank, anaerobic pond, anoxic
Pond, aerobic tank, sedimentation basin, sludge-tank, sterilization pool composition.
Conditioning tank: WSZ-AO series regulating time is 6 hours.
Anaerobic pond: residence time≤2 hour of the WSZ-AO series anaerobic pond sewage in pond, filler are filled out for elastic stereo
Material, packing specific area 200m2/m3.
Aerobic tank: WSZ-AO series of biologic catalytic oxidation he, residence time of the sewage in pond is 3-6 hours, and filler is
Elastic solid filler, packing specific area 200m2/m3.
Sedimentation basin: WSZ-AO series sedimentation basin is spiral-flow type sedimentation basin, and surface loading is the 1.0m3/m2.hr sedimentation time to be
>=2 hours.
Sterilization pool: WSZ-AO series sterilization pool is cyclone reaction pond, and sewage total residence time in pond is 300 minutes left sides
The right side, hospital sewage 1 hour or more.
Sludge-tank: the sum of WSZ-AO series sludge-tank and primary sedimentation tank bucket volume can store 90 days sludge, then can be used and inhale
Dung-cart protrudes into outward transport after sludge bottom of pond portion is aspirated from the hole that enters of sludge-tank.
Embodiment 3, with denitrogenation dephosphorizing function be it is main when WSZ series of integral sewage disposal device.
Using WSZ-AAO type underground integrated sewage treating equipment, the equipment is mainly by conditioning tank, anaerobic pond, anoxic
Pond, aerobic tank, sedimentation basin, sterilization pool and sludge-tank composition.
Conditioning tank: WSZ-AAO series regulating time is 6 hours.
Anaerobic pond: residence time≤2 hour of the WSZ-AAO series anaerobic pond sewage in pond, filler are filled out for elastic stereo
Material, packing specific area 200m2/m3.
Anoxic pond: residence time 2-4 hour of the WSZ-AAO series anoxic pond sewage in pond.Filler is filled out for elastic stereo
Material, packing specific area 200m2/m3.
Aerobic tank: WSZ-AAO series of biologic catalytic oxidation he, residence time of the sewage in pond is 6-8 hours, and filler is
Elastic solid filler, packing specific area 200m2/m3.
Sedimentation basin: WSZ-AAO series sedimentation basin is spiral-flow type sedimentation basin, and surface loading is the 1.0m3/m2.hr sedimentation time
It is >=2 hours.
Sterilization pool: WSZ-AAO series sterilization pool is cyclone reaction pond, and sewage total residence time in pond is 300 minutes left sides
The right side, hospital sewage 1 hour or more.
Sludge-tank: WSZ-AAO series serial the sum of sludge-tank and primary sedimentation tank bucket volume can store 90 days sludge, then may be used
Outward transport after sludge bottom of pond portion is aspirated is protruded into from the hole that enters of sludge-tank with fecal suction truck.
The installation and debugging of each embodiment equipment: if WSZ series of integral sewage disposal device is installed on the ground, as long as
It is laid a solid foundation according to drawing, basic load-bearing has to be larger than 2 times of equipment operating weight, if integrated steel structure pond body
Terrace is embedded to hereinafter, when steel construction pond body foundation construction, must severity, for the ease of pipe laying, it is desirable that surrounding is excavated wide
Degree must be 500mm or more bigger than equipment planar dimension.Strain can be launched in order to accelerate debugging progress.It, can in order to avoid strain loss
It reduces inflow and starts blower and be aerated, until growing one layer of orange biomembrane on filler, that is, biofilm is completed, then
Inflow is increased into metered flow.After completing biofilm, then microorganism in A grades of biological tanks is tamed, i.e., gradually subtracts
Few aeration makes A grades of biological tanks be in anaerobic condition, and microorganism on filler is made to become aerobic-anaerobic microbe.Then microorganism is fitted
The operating of answering property is until reach design requirement.
The application method of each embodiment equipment: WSZ series serial equipment is generally buried equipment, and upper side can be used as green
Change area, stopway, road etc.；Semi-buried placement can also be used, buried depth can be determined according to the requirement of oneself；Equipment is also
It can be placed in outdoor earth's surface or more；If equipment be used for cold zone, inspection hole can be increased, make equipment be embedded in frozen soil layer with
Under；The serial equipment can not be arranged by standard arrangement form, need to arrange with landform.
The scope of application of each embodiment equipment: the serial equipment be used for hotel, sanatorium, hospital, school, residential quarters,
The processing of the sanitary sewages such as villa community.Aquatic products processing field, livestock processing factory, fresh milk processing factory wait until to produce the processing of waste water.
The structural shape of each embodiment equipment: the serial equipment can be used, steel construction (rectangular), glass fibre reinforced plastic structure (circle
Shape), stainless steel structure and carbon steel glass fiber composite structure.
Fig. 2 is a kind of structure composition schematic diagram of common WSZ series of integral sewage disposal device；
1, anaerobic pond: referring to non-oxygenation pond (area), and dissolved oxygen concentration is generally less than 0.2mg/L, and major function is to carry out phosphorus
Release.
2, level-one biochemistry pool, secondary biochemical pond are biological contact oxidation pond, and filler is elastic solid filler or composite filling.
Refer to oxygenation pond (area), dissolved oxygen concentration is typically no less than 2mg/L, and major function is degradation of organic substances, nitrification ammonia nitrogen and excessively takes the photograph
Phosphorus.
3, sedimentation basin: WSZ-AOO series sedimentation basin is vertical sedimentation basin.
4, sterilization pool: WSZ-AOO series of products sterilization pool is cyclone reaction pond.
5, sludge-tank: regular sludge is drawn, and is transported outward.
The advantages of various embodiments of the utility model: the WSZ series of integral sewage treatment of various embodiments of the utility model is set
It is standby, the carbonaceous organic material in sewage can not only be effectively removed, also to nitrogen removal rate up to 80%, the removal rate of phosphorus is reachable
54%, treatment effect is satisfactory, is to collect permanent, noiseless, Single-chip Microprocessor Auto control technology, buried processing technique is
The new high-tech product of one, and have the advantage that
1, earth's surface can be embedded to hereinafter, upper side planting, lawn, may also set up indoors.
2, on ambient enviroment without influence, sludge yield is few, noise less than two classes area standard.
3, Automatic Control is managed without professional.
4, easy to operate, easy to maintenance, technique is new, effect is good, long service life.
5, equipment can also need special arrangement with landform by standard arrangement.
The above various embodiments and attached drawing are merely to illustrate the technical solution of the utility model, are not to the utility model
Limitation, is described in detail the utility model referring to preferred embodiment, those skilled in the art should manage
Solution, variation that those skilled in the art are made in the essential scope of the utility model, are added or are replaced remodeling
The objective without departure from the utility model is changed, also should belong to the claims of the utility model.
Claims (7)
1.WSZ series of integral sewage disposal device, including collecting-tank are equipped with grid at the collecting-tank, it is characterised in that: also
Including flowing automatically the conditioning tank that is connected to collecting-tank, the conditioning tank by pipeline be sequentially communicated anoxic pond, aerobic tank, sedimentation basin,
Sterilization pool and sludge-tank hang with facultative microbe film on the filler of the anoxic pond；The aerobic tank is biological contact oxidation pond,
Bacterial biof iotalm is hung on the filler of the aerobic tank, the sedimentation basin is vertical-flow/spiral-flow type sedimentation basin, and the sterilization pool is
Cyclone reaction pond.
2. WSZ series of integral sewage disposal device according to claim 1, it is characterised in that: further include pumping system,
Air feed system and electrical control system.
3. WSZ series of integral sewage disposal device according to claim 1, it is characterised in that: the anoxic pond is become reconciled
The filler in oxygen pond is elastic solid filler.
4. WSZ series of integral sewage disposal device according to claim 1, it is characterised in that: in the conditioning tank and
The anaerobic pond in parallel with pipeline is additionally provided between anoxic pond.
5. WSZ series of integral sewage disposal device according to claim 1, it is characterised in that: the aerobic tank includes
Level-one biochemistry pool and secondary biochemical pond.
6. WSZ series of integral sewage disposal device according to claim 1, it is characterised in that: the aerobic tank includes
It is set to the aerating system of bottom of pond, the aerating system includes blower and the pipeline for being set to bottom of pond being connected to blower.
7. WSZ series of integral sewage disposal device according to claim 3, it is characterised in that: the aerobic tank uses
The packing specific area of elastic solid filler is 200m2/m3。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820631962.0U CN208414147U (en) | 2018-04-28 | 2018-04-28 | WSZ series of integral sewage disposal device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820631962.0U CN208414147U (en) | 2018-04-28 | 2018-04-28 | WSZ series of integral sewage disposal device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208414147U true CN208414147U (en) | 2019-01-22 |
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ID=65116514
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820631962.0U Expired - Fee Related CN208414147U (en) | 2018-04-28 | 2018-04-28 | WSZ series of integral sewage disposal device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208414147U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114409196A (en) * | 2022-01-28 | 2022-04-29 | 郑琪豫 | Treatment method of antibiotic pharmaceutical wastewater |
-
2018
- 2018-04-28 CN CN201820631962.0U patent/CN208414147U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114409196A (en) * | 2022-01-28 | 2022-04-29 | 郑琪豫 | Treatment method of antibiotic pharmaceutical wastewater |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190122 Termination date: 20200428 |
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| CF01 | Termination of patent right due to non-payment of annual fee |