CN201473422U - Sewage underground treatment earth surface multi-ploughing and multi-cropping complete equipment - Google Patents
Sewage underground treatment earth surface multi-ploughing and multi-cropping complete equipment Download PDFInfo
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- CN201473422U CN201473422U CN2009201729899U CN200920172989U CN201473422U CN 201473422 U CN201473422 U CN 201473422U CN 2009201729899 U CN2009201729899 U CN 2009201729899U CN 200920172989 U CN200920172989 U CN 200920172989U CN 201473422 U CN201473422 U CN 201473422U
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- ploughing
- sewage
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- biochemical treatment
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Abstract
The utility model relates to sewage underground treatment earth surface multi-ploughing and multi-cropping equipment which is arranged near a septic tank or a building, a residence sewage discharge port or a sidebilge. The utility model is internally provided with an efficient anaerobic tank, a conveying tank with a conveying device and a synthetical biochemical treatment tank which are sequeantially communicated with one another, wherein filler with anaerobe is put in the efficient anaerobic tank, and filler with oxic anaerobe, facultative oxic anaerobe and partical anaerobe is put in the synthetical biochemical treatment tank. The equipment is buried under ground, the top part of the equipment is provided with a protective cover, the space between the protective cover and the ground is filled with clay, and a ventilation system is arranged in the synthetical biochemical treatment tank. The utility model has the advantages that the running cost is low, the secondary pollution cannot be caused, the warming is not needed, the nutrition is not added, the occupied land can be used for multi ploughing and multi cropping and gardening greening, the quality of the treated water is good and can be recycled, and the like.
Description
Technical field
The utility model relates to a kind of chemical sewage disposal (C of branch
O2F) device, particularly a kind of sewage underground disposal face of land second ploughing multiple cropping complexes (being called for short PASG).
Background technology
The present domestic technology that is used for the underground on-the-spot disposal of sanitary sewage, mainly contain integrated oxidation ditch etc. and handle facility and other buried treatment facilities of sanitary sewage based on activated sludge process technology, these facilities need aeration mechanism and sludge treatment mostly, tradition aeration mechanism is difficult to reduce running cost, and sludge treatment may cause secondary pollution or bring operational management inconvenience.On principle, the most of technology of prior art have only proposed traditional anaerobic and aerobic microbial process, and do not have to pay attention to holding concurrently the special role of oxygen animalcule; And the face of land multiplexing also has certain limitation.So need provide the sewage underground disposal that a kind of running cost is low and non-secondary pollution, but face of land multi-usage is multiplexing equipment.
Summary of the invention
The purpose of this utility model is the defective at above-mentioned prior art, a kind of sewage underground disposal face of land second ploughing multiple cropping complexes are provided, it is low that it has running cost, non-secondary pollution, do not heat, do not add nutrition, shared soil can be used for second ploughing multiple cropping and gardening greening, but advantages such as the good reuse of treat effluent water quality.
The technical scheme taked of the utility model is to achieve these goals: a kind of sewage underground disposal face of land second ploughing multiple cropping complexes; be arranged on septic tank or buildings; by domestic effluents row mouth or the side bilge; described complexes inside along effluent stream to being provided with in turn the efficient anaerobic pond that is communicated with; the conveying pond and the comprehensive biochemical treatment tank that contain e Foerderanlage; wherein be placed with in the efficient anaerobic pond and contain the anaerobion weighting material; be placed with in the comprehensive biochemical treatment tank contain aerobic; double oxygen; the weighting material of local anaerobion; described complexes are imbedded underground and its top is provided with protective cover; fill earth between described protective cover and the ground, be provided with ventilation system in the described comprehensive biochemical treatment tank.Institute's backfill earth thickness is controlled at according to multiplexing function in the scope of 0-3 rice, described ground can carry out agricultural with second ploughing multiple cropping, fish pond breed fish, landscape is afforested and be used as the parking lot or function such as road.
As preferably, the weighting material in the described efficient anaerobic pond comprises catalysis weighting material and fixed weighting material.
As preferably, be arranged as sewage piston flow fluid structure in the described efficient anaerobic pond.
As preferably, described e Foerderanlage is the flowing full e Foerderanlage that contains automatic open close function unit, pressure pump and hydraulic pipe.
In order better the utility model to be safeguarded and to be overhauled, have inspection-pit on the described protective cover, inspection-pit is provided with well lid.
As preferably, the fixedly weighting material in the described comprehensive biochemical treatment tank is sand, stone, wood, palm fibre, plastics, haydite, pottery or reaches one or more mixing in the cement.
In order to reach good biochemical effect, the water (flow) direction of described comprehensive biochemical treatment tank is for from top to bottom.
For the sewage of buildings or dwelling house is better handled, between the sewage row of buildings or dwelling house mouthful and efficient anaerobic pond, grid and pretreatment pool are set.
As preferably, be mixed with biological catalyst in the fixedly weighting material in the described comprehensive biochemical treatment tank, its composition can be the matrix material of metal, alloy and trace element.
The beneficial effects of the utility model are: compared to existing technology, it is low to the utlity model has running cost, and non-secondary pollution is not heated, and does not add nutrition, and shared soil can be used for second ploughing multiple cropping and gardening greening, but advantages such as the good reuse of treat effluent water quality.
Description of drawings
Fig. 1 is that complexes described in the utility model embodiment 1 are arranged on the other structure iron of septic tank;
Fig. 2 is that complexes described in the utility model embodiment 2 are arranged on buildings or domestic effluents row mouthful other structure iron;
Fig. 3 is the sectional view of hydraulic pipe in the flowing full e Foerderanlage described in the utility model embodiment;
Fig. 4 is the sectional view of traditional gravity flow mode of movement hydraulic pipe.
Among the figure: 1 efficient anaerobic pond, 1.1 sewage inlets, 1.2 weighting materials, 1.3 outlets; 1.4 protective cover, 1.5 earth, 1.6 well lids, 1.7 roads; 2 e Foerderanlages, 2.1 pressure pumps, 2.2 hydraulic pipes, 3 comprehensive biochemical treatment tanks; 3.1 relief outlet, 3.2 fixed weighting materials, 3.4 ventilation systems; 4 ground, 5 septic tanks, 5.1 pipelines; 6 domestic effluents row mouth, 7 grids, 8 pretreatment pools.
Embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments, but not as to qualification of the present utility model.
Shown in Fig. 1,3, the sewage underground disposal face of land second ploughing multiple cropping complexes described in the utility model embodiment 1, it is other to be arranged on septic tank 5.Described complexes inside along effluent stream to being provided with in turn the efficient anaerobic pond 1 that is communicated with, the conveying pond that contains e Foerderanlage 2 and comprehensive biochemical treatment tank 3.Protective cover 1.4 is established at efficient anaerobic pond 1, e Foerderanlage 2 and comprehensive biochemical treatment tank 3 tops; have inspection-pit and well lid 1.6 on it; shared ground surface backfill earth 1.5, can carry out agricultural with the second ploughing multiple cropping, breed fish, landscape greening and as parking lot or road 1.7.Wherein, weighting material 1.2 has included the weighting material and the fixed weighting material of the increase bacterium residence time of katalysis in the described efficient anaerobic pond 1, and is arranged as sewage piston flow fluid structure in the pond or claims the plug-flow fluid structure.E Foerderanlage 2 is for containing the flowing full e Foerderanlage of automatic open close function unit, pressure pump 2.1 and hydraulic pipe 2.2.As shown in Figure 3, the hydraulic pipe 2.2 in the described flowing full e Foerderanlage is a tubule, and is in the flowing full state, compares the hydraulic pipe of traditional gravity flow mode of movement among Fig. 4, transport efficiency height of the present utility model.Water (flow) directions are for from top to bottom in the comprehensive biochemical treatment tank 3, in fixed weighting material 3.2 is arranged is one or more mixing in sand, stone, wood, palm fibre, plastics, haydite, pottery and the cement.Be mixed with biological catalyst in the fixedly weighting material 3.2 in the described comprehensive biochemical treatment tank 3, its composition can be the matrix material of metal, alloy and trace element.In order to reach better biochemical effect, be provided with ventilation system 3.4 in the described comprehensive biochemical treatment tank 3, ventilation system described in this example 3.4 is for being respectively equipped with the intake stack and the exhaust duct of gas blower and exhaust blower, described intake stack and exhaust duct are communicated with ground 4 and comprehensive biochemical treatment tank 3, but induced draught can also be natural ventilation during work.Wherein, the working order of comprehensive biochemical treatment tank 3 may also be referred to as high-efficiency artificial and oozes soon.
Working process: septic tank 5 sewage flow into efficient anaerobic pond 1 sewage inlet 1.1 through pipeline 5.1, sewage fully contacts to degrade to reach by weighting material 1.2 and anaerobion and purifies waste water in efficient anaerobic pond 1, water is put into the conveying pond of containing e Foerderanlage 2 from exporting 1.3 then, pressure pump 2.1 will be carried automatically in the pond and send into comprehensive biochemical treatment tank 3 again in the water suction flowing full hydraulic pipe 2.2, through comprehensive biochemical treatment tank 3 internally-fixed weighting materials 3.2 and aerobic, double oxygen, organism in the local anaerobion degradation of sewage, sewage is further purified, get rid of from relief outlet 3.1.After this water outlet is sterile-processed, be transported to middle water, the miscellaneous water purposes such as lavatory flushing water that premises can be used as the toilet with common fresh water pump.
Shown in Fig. 2 and 3, embodiment 2 is with the difference of embodiment 1: do not have septic tank 5, sewage is to be entered by buildings or domestic effluents row mouthfuls 6, then sewage row mouthfuls 6 with efficiently press and establish grid 7 and pretreatment pool 8 between the oxygen pond 1, gets rid of thereby bulk mud is isolated in above the grid 7.All the other structures of embodiment 2 and working process and embodiment 1 are identical, repeat no more in this example.
The experiment proved that, the utlity model has following advantage:
1, effluent quality is good, and through the sanitary sewage that the utility model is handled, water outlet is as clear as crystal, and wherein the CODcr value can reach below the 20mg/L, and the NH3-N value can reach below the 3mg/L, no foul smell, but reuse as wash-down water, water and pour water or miscellaneous water such as fountain water.
2, working cost is low.Being in operation does not need to add medicament, does not need to heat yet, and does not need aeration mechanism, so energy consumption is low, handles every cubic metre of sewage power consumption every day between 0.10～0.25 degree electricity, and directly running cost is less than 0.15 yuan/m
3
3, wide with the device use range of the utility model construction, adaptive faculty is strong, and weight range 1～500000m disposes of sewage
3/ day, can handle sanitary sewage CODcr value scope is 0～1000mg/L.
4, operational administrative is very convenient, these complexes after normal Start-up and Adjustment, 2000m
3Below/day, generally do not need the personal management.
5, do not need to handle mud, save manpower and financial resources, and the Amenities that helps keeping the scene intact.
6, these complexes do not have noise, secondary pollutions such as mud and foul smell after the Start-up and Adjustment operation is normal.
7, the shared soil of sewage treatment facility described in the utility model removes necessary facilities (as inspection chamber etc.) and all can re-use.Concrete, at shared ground surface backfill earth, can carry out agricultural with second ploughing multiple cropping, herding breed fish, landscape is afforested and be used as the parking lot or road etc., has improved land utilization ratio greatly.Handle every cubic metre of sewage and account for subterranean area less than 1 square metre, the back of disposing of sewage is passed through to utilize again, benign ecological cycles cleverly, and its social effect is great.
8, build the utility model, short construction period, last detective can build up a day processing 1000m in 2 months
3Sewage device.Help solving the urgent need problem of current serious environmental pollution.
Above-described embodiment, the utility model embodiment a kind of more preferably just, the common variation that those skilled in the art carries out in the technical solutions of the utility model scope and replacing all should be included in the protection domain of the present utility model.
Claims (9)
1. sewage underground disposal face of land second ploughing multiple cropping complexes; be arranged on septic tank or buildings; by domestic effluents row mouth or the side bilge; described complexes inside along effluent stream to being provided with in turn the efficient anaerobic pond that is communicated with; the conveying pond and the comprehensive biochemical treatment tank that contain e Foerderanlage; wherein be placed with in the efficient anaerobic pond and contain the anaerobion weighting material; be placed with in the comprehensive biochemical treatment tank contain aerobic; double oxygen; the weighting material of local anaerobion; it is characterized in that: described complexes are imbedded underground and its top is provided with protective cover; fill earth between described protective cover and the ground, be provided with ventilation system in the described comprehensive biochemical treatment tank.
2. sewage underground disposal according to claim 1 face of land second ploughing multiple cropping complexes, it is characterized in that: the weighting material in the described efficient anaerobic pond comprises catalysis weighting material and fixed weighting material.
3. sewage underground disposal according to claim 1 face of land second ploughing multiple cropping complexes is characterized in that: be arranged as sewage piston flow fluid structure in the described efficient anaerobic pond.
4. sewage underground disposal according to claim 1 face of land second ploughing multiple cropping complexes is characterized in that: described e Foerderanlage is the flowing full e Foerderanlage that contains automatic open close function unit, pressure pump and hydraulic pipe.
5. sewage underground disposal according to claim 1 face of land second ploughing multiple cropping complexes, it is characterized in that: have inspection-pit on the described protective cover, inspection-pit is provided with well lid.
6. sewage underground disposal according to claim 1 face of land second ploughing multiple cropping complexes is characterized in that: the fixedly weighting material in the comprehensive biochemical treatment tank is sand, stone, wood, palm fibre, plastics, haydite, pottery or reaches one or more mixing in the cement.
7. sewage underground disposal according to claim 1 face of land second ploughing multiple cropping complexes, it is characterized in that: the water (flow) direction of described comprehensive biochemical treatment tank is for from top to bottom.
8. sewage underground disposal according to claim 1 face of land second ploughing multiple cropping complexes is characterized in that: arrange between mouth and the efficient anaerobic pond at the sewage of buildings or dwelling house grid and pretreatment pool are set.
9. according to the described sewage underground disposal of the arbitrary claim of claim 1-8 face of land second ploughing multiple cropping complexes, it is characterized in that: be mixed with biological catalyst in the fixedly weighting material in the described comprehensive biochemical treatment tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201729899U CN201473422U (en) | 2009-08-20 | 2009-08-20 | Sewage underground treatment earth surface multi-ploughing and multi-cropping complete equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201729899U CN201473422U (en) | 2009-08-20 | 2009-08-20 | Sewage underground treatment earth surface multi-ploughing and multi-cropping complete equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201473422U true CN201473422U (en) | 2010-05-19 |
Family
ID=42409667
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201729899U Expired - Lifetime CN201473422U (en) | 2009-08-20 | 2009-08-20 | Sewage underground treatment earth surface multi-ploughing and multi-cropping complete equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201473422U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107572656A (en) * | 2016-07-05 | 2018-01-12 | 北京市鸿旭环境技术有限责任公司 | A kind of OWT sewage disposal systems |
-
2009
- 2009-08-20 CN CN2009201729899U patent/CN201473422U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107572656A (en) * | 2016-07-05 | 2018-01-12 | 北京市鸿旭环境技术有限责任公司 | A kind of OWT sewage disposal systems |
| CN107572656B (en) * | 2016-07-05 | 2020-09-18 | 北京市鸿旭环境技术有限责任公司 | OWT sewage treatment system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SICHUAN LILAN ENVIRONMENTAL PROTECTION TECHNOLOGY Free format text: FORMER OWNER: DING SHUJIU Effective date: 20150617 Free format text: FORMER OWNER: DING SHUTAO Effective date: 20150617 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150617 Address after: 620000, room 5, 8 floor, No. 512 Baihua Road, Qingyang District, Sichuan, Chengdu Patentee after: Sichuan Li Lan Environmental Protection Technology Development Co., Ltd. Address before: 100080 Chinese Academy of Sciences, 21 West Fourth Ring Road, Beijing Patentee before: Ding Shujiu Patentee before: Ding Shutao |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20170606 Address after: 610041, Sichuan, China (Sichuan) free trade zone, Chengdu hi tech Zone, Tianfu Road North, No. 2, building 1, unit 11, 1105, No. 1700 Patentee after: Sichuan Li Lan water Co., Ltd. Address before: 620000, room 5, 8 floor, No. 512 Baihua Road, Qingyang District, Sichuan, Chengdu Patentee before: Sichuan Li Lan Environmental Protection Technology Development Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100519 |
|
| CX01 | Expiry of patent term |