CN208684698U - A kind of Porta Potti sewage disposal system - Google Patents
A kind of Porta Potti sewage disposal system Download PDFInfo
- Publication number
- CN208684698U CN208684698U CN201820948268.1U CN201820948268U CN208684698U CN 208684698 U CN208684698 U CN 208684698U CN 201820948268 U CN201820948268 U CN 201820948268U CN 208684698 U CN208684698 U CN 208684698U
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- China
- Prior art keywords
- pond
- tank
- porta potti
- sewage disposal
- disposal system
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- 239000010865 sewage Substances 0.000 title claims abstract description 33
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 40
- 239000012528 membrane Substances 0.000 claims abstract description 18
- 238000000746 purification Methods 0.000 claims abstract description 13
- 238000006243 chemical reaction Methods 0.000 claims abstract description 12
- 238000010992 reflux Methods 0.000 claims abstract description 8
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 claims description 8
- 229910052573 porcelain Inorganic materials 0.000 claims description 8
- 229910052719 titanium Inorganic materials 0.000 claims description 8
- 239000010936 titanium Substances 0.000 claims description 8
- 239000010802 sludge Substances 0.000 claims description 7
- 238000005192 partition Methods 0.000 claims description 6
- 238000005660 chlorination reaction Methods 0.000 claims description 5
- 238000005276 aerator Methods 0.000 claims description 4
- 240000007594 Oryza sativa Species 0.000 claims 1
- 235000007164 Oryza sativa Nutrition 0.000 claims 1
- 235000009566 rice Nutrition 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 4
- 238000011010 flushing procedure Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 238000001914 filtration Methods 0.000 abstract description 3
- 238000013461 design Methods 0.000 abstract description 2
- 230000009466 transformation Effects 0.000 abstract description 2
- 238000005457 optimization Methods 0.000 description 8
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 5
- 238000012545 processing Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 229910052760 oxygen Inorganic materials 0.000 description 4
- 239000001301 oxygen Substances 0.000 description 4
- 241000894006 Bacteria Species 0.000 description 3
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 3
- 229910052698 phosphorus Inorganic materials 0.000 description 3
- 239000011574 phosphorus Substances 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 238000005273 aeration Methods 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 210000003608 fece Anatomy 0.000 description 1
- 230000006698 induction Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000006396 nitration reaction Methods 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000010298 pulverizing process Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
This application involves a kind of Porta Potti sewage disposal systems, including septic tank, purification reaction pond, water tank, the bottom of septic tank is provided with spiral grinder-mixer, and by baffle interval at independent subregion, the subregion is anaerobic pond, anoxic pond, aerobic tank respectively in purification reaction pond;Immersible pump is provided in septic tank above blender, and is connected to by immersible pump and pipeline with anaerobic pond, MBR membrane module is installed in aerobic tank;Aerobic bottom of pond portion is provided with reflux line, and connection is connected to anaerobic pond by reflux line;Sewage is connected to water tank by water pump and pipeline output after the filtering of MBR membrane module in aerobic tank.The application is with having system structure simple, and rationally, the construction period is short for design, and system starting is fast;The sewage treatment facility of more traditional Porta Potti saves 30% or more occupied area;It is suitable for transformation and the construction project of Porta Potti sewage disposal system;Emission reduction effect is obvious, and water purification stable water outlet that treated, water quality are good, is applicable in lavatory flushing water.
Description
Technical field
The utility model relates to a kind of Porta Potti, especially a kind of Porta Potti sewage disposal system.
Background technique
The excrement of Porta Potti and its sewage treatment are a problems, currently, mostly use the mode of transfer processing to its into
Row processing, this not only can breed bacterium in collection, storage and transportational process and foul smell distributes, and force a large amount of excrement to
Near cities region is toppled over, and even more serious health and problem of environmental pollution occurs, and many cities have recognized that stool problems are
The pressing problem that city environmental protection development strategy must solve.With China's energy-saving and emission-reduction, ecological environmental protection implementation dynamics
It increasingly firmly grasps, solves the problems, such as excrement and its sewage treatment of Porta Potti, it is significant for the recycling of resource.
Summary of the invention
The purpose of this utility model is exactly to provide a kind of Porta Potti sewage to solve the shortcoming in background technique
Processing system.
In order to achieve the above objectives, the utility model adopts the following technical solution: a kind of Porta Potti sewage disposal system, packet
Include septic tank, purification reaction pond, water tank, the bottom of septic tank is provided with spiral grinder-mixer, purification reaction pond by every
Plate is partitioned into independent subregion, and the subregion is anaerobic pond, anoxic pond, aerobic tank respectively;Setting above blender in septic tank
There is immersible pump, and be connected to by immersible pump and pipeline with anaerobic pond, MBR membrane module is installed in the aerobic tank;Aerobic tank bottom
Portion is provided with reflux line, and connection is connected to anaerobic pond by reflux line;Sewage is after the filtering of MBR membrane module in aerobic tank
Water tank is connected to by water pump and pipeline output.
A kind of optimization for the utility model, is isolated between anaerobic pond and anoxic pond by first partition, and anaerobic pond
It is connected between anoxic bottom of pond portion.
A kind of optimization for the utility model, purification reaction pond are externally provided with air supply device, and aerobic bottom of pond portion is provided with exposure
Device of air, air-supply interface is provided on the MBR membrane module, and air supply device passes through band valve pipeline and aerator, air-supply respectively
Interface connection.
A kind of optimization for the utility model, the air supply device are air blower.
The bottom of a kind of optimization for the utility model, the anaerobic pond is equipped with sludge pipe.
A kind of optimization for the utility model, anoxic pond are isolated with aerobic tank by second partition, and anoxic pond with it is good
The connection of oxygen pond top.
A kind of optimization for the utility model, the MBR membrane module are nanometer titanium porcelain MBR membrane module.
A kind of optimization for the utility model, the water tank is interior to be equipped with chlorination equipment.
A kind of optimization for the utility model, the chlorination equipment are ultraviolet radiator.
The utility model compared with the background art, has system structure simple, and rationally, the construction period is short, and system opens for design
It is dynamic fast;The sewage treatment facility of more traditional Porta Potti saves 30% or more occupied area;It is suitable for Porta Potti sewage treatment
The transformation of system and construction project;Emission reduction effect is obvious, and water purification stable water outlet that treated, water quality are good, is applicable in lavatory flushing water;
Sewage is promoted by septic tank to anaerobic pond, and anaerobic reaction occurs in this section of sludge, and the phosphorus in sludge group is released, due to
Rich phosphorus absorbing phenomenon under aerobic state, absorb the phosphorus released will again by sludge in oxygen Chi Chizhong, reaches dephosphorization
Purpose;Anaerobic pond, which is discharged, flows into anoxic pond, and in anoxic pond in the state of anoxic, denitrifying bacterium removes the nitrogen in sewage
It removes, achievees the purpose that denitrogenation;Sewage is in the MBR membrane module of aerobic tank, and in the state of aerobic, strain is to organic in sewage
Object resolves into water and carbon dioxide, and mixed liquor is transported to anaerobic pond by natural back flow, and in the efficient crown_interception of film, all
Bacterium and suspension are trapped in film aerobic zone, nitration reaction can be made to go on smoothly, effectively removed with effectively catching nitrifier
Ammonia nitrogen, while the larger molecular organics for being difficult to degrade can be retained, extend its residence time in the reactor, is allowed to obtain most
Lavatory flushing water is made in the degradation of limits, the sterilized reuse up to standard of final outflow water.
Detailed description of the invention
Fig. 1 is the theory structure schematic diagram of Porta Potti sewage disposal system.
Specific embodiment
Embodiment 1: referring to Fig.1.A kind of Porta Potti sewage disposal system, including septic tank 1, purification reaction pond 12, storage
Water tank 6, the bottom of septic tank 1 are provided with spiral grinder-mixer 7, and purification reaction pond 12 is by baffle interval at independent point
Area, the subregion are anaerobic pond 2, anoxic pond 3, aerobic tank 4 respectively;Immersible pump 15 is provided in septic tank 1 above blender 7,
And be connected to by immersible pump 15 and pipeline with anaerobic pond 2, MBR membrane module 5 is installed in the aerobic tank 4;4 bottom of aerobic tank
It is provided with reflux line 16, and connection is connected to anaerobic pond 2 by reflux line 16;Sewage is through MBR membrane module 5 in aerobic tank 4
Water tank 6 is connected to by water pump 13 and pipeline output after filtering.Between anaerobic pond 2 and anoxic pond 3 by first partition 9 every
From, and be connected between anaerobic pond 2 and 3 bottom of anoxic pond.Purification reaction pond 12 is externally provided with air supply device 8, the setting of 4 bottom of aerobic tank
There is aerator 11, air-supply interface 51 is provided on the MBR membrane module 5, air supply device 8 passes through band valve pipeline and aeration respectively
Device 11, air-supply interface 51 connect.The air supply device 8 is air blower.The bottom of the anaerobic pond 2 is equipped with sludge pipe 17.It lacks
Oxygen pond 3 is isolated with aerobic tank 4 by second partition 10, and anoxic pond 3 is connected to 4 top of aerobic tank.It is set in the water tank 6
There is chlorination equipment 14.The chlorination equipment 14 is ultraviolet radiator.
The MBR membrane module 5 is nanometer titanium porcelain MBR membrane module.
Excrement and its sewage sequentially enter septic tank 1 by unicom pipeline, and the spiral that 1 bottom of septic tank is specially designed crushes
Blender controls spiral grinder-mixer start-stop by induction system, more improves anaerobism and and oxygen ring in pond while energy saving
The removal rate of the alternating replacement significant increase ammonia nitrogen in border.After the series connection disposition of one or more pulverizing unit, water body solid content is obtained
It is decomposed to great, the flow condition of compound subsequent efficient nano titanium porcelain MBR processing unit, by self-lifting system by mixed liquor
It is delivered in effective integrated nanometer titanium porcelain MBR device, the integration nanometer titanium porcelain MBR device is using three-dimensional waterfall circulating water flow
System and micro- exposure oxygen system enable nanometer titanium porcelain MBR film to keep the self-cleaning properties of film in liquid dung mixed liquor, improve sludge
Concentration is greater than 10000mg/L, greatly improves the degradation capability of Organic substance in water.Detailed process is: 2 upper layer of anaerobic pond reaches certain
When water level, immersible pump 15 is opened, by sewage lifting to anaerobic pond 2, successively overflow to anoxic pond 3, aerobic tank.4 part of aerobic tank
Water body is reprocessed by natural back flow to anaerobic pond 2.Nanometer titanium porcelain MBR membrane module built in aerobic tank 4, can there is efficient retention
Effect.After reaching high water level, water is evacuated to water tank 6 by starting water pump 13, and is carried out disinfection processing with ultraviolet radiator.Finally
It is discharged sterilized reuse up to standard and makees lavatory flushing water.When being located at low water level in water tank 6, then running water valve supplement part is opened
Water.
It is to be understood that: although the present embodiment contrasts detailed description to the utility model, these are said
It is bright, only to the simple declaration of the utility model, rather than limitations of the present invention, it is any without departing from the utility model reality
Innovation and creation in matter spirit, each fall in the protection scope of the utility model.
Claims (9)
1. a kind of Porta Potti sewage disposal system, it is characterised in that including septic tank (1), purification reaction pond (12), water tank
(6), the bottom of septic tank (1) is provided with spiral grinder-mixer (7), and purification reaction pond (12) are by baffle interval at independent
Subregion, the subregion are anaerobic pond (2), anoxic pond (3), aerobic tank (4) respectively;Setting above septic tank (1) interior blender (7)
Have immersible pump (15), and be connected to by immersible pump (15) and pipeline with anaerobic pond (2), MBR film is installed in the aerobic tank (4)
Component (5);Aerobic tank (4) bottom is provided with reflux line (16), and is connected to by reflux line (16) with anaerobic pond (2)
It connects;Aerobic tank (4) interior sewage is connected to water tank (6) by water pump (13) and pipeline output after MBR membrane module (5) are filtered.
2. Porta Potti sewage disposal system according to claim 1, it is characterised in that anaerobic pond (2) and anoxic pond (3)
Between be isolated by first partition (9), and be connected between anaerobic pond (2) and anoxic pond (3) bottom.
3. Porta Potti sewage disposal system according to claim 1, it is characterised in that purification reaction pond (12) are externally provided with
Air supply device (8), aerobic tank (4) bottom are provided with aerator (11), are provided with air-supply interface on the MBR membrane module (5)
(51), air supply device (8) is connect by band valve pipeline with aerator (11), air-supply interface (51) respectively.
4. Porta Potti sewage disposal system according to claim 3, it is characterised in that the air supply device (8) is air blast
Machine.
5. Porta Potti sewage disposal system according to claim 1, it is characterised in that the bottom of the anaerobic pond (2) is set
There are sludge pipe (17).
6. Porta Potti sewage disposal system according to claim 1, it is characterised in that anoxic pond (3) and aerobic tank (4)
It is isolated by second partition (10), and anoxic pond (3) is connected to aerobic tank (4) top.
7. Porta Potti sewage disposal system according to claim 1, it is characterised in that the MBR membrane module (5) is to receive
Rice titanium porcelain MBR membrane module.
8. Porta Potti sewage disposal system according to claim 1, it is characterised in that be equipped with and disappear in the water tank (6)
Malicious device (14).
9. Porta Potti sewage disposal system according to claim 8, it is characterised in that the chlorination equipment (14) is purple
Outside line lamp.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201820948268.1U CN208684698U (en) | 2018-06-20 | 2018-06-20 | A kind of Porta Potti sewage disposal system |
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CN201820948268.1U CN208684698U (en) | 2018-06-20 | 2018-06-20 | A kind of Porta Potti sewage disposal system |
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Publication Number | Publication Date |
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CN208684698U true CN208684698U (en) | 2019-04-02 |
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CN201820948268.1U Active CN208684698U (en) | 2018-06-20 | 2018-06-20 | A kind of Porta Potti sewage disposal system |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110563283A (en) * | 2019-10-12 | 2019-12-13 | 昆明金泽实业有限公司 | Air stripping formula backward flow integrates MBR sewage treatment device |
CN110845077A (en) * | 2019-11-14 | 2020-02-28 | 佛山市三水创兴不锈钢制品有限公司 | Septic tank water treatment formula public lavatory |
CN111847766A (en) * | 2020-06-19 | 2020-10-30 | 浙江中呈科技股份有限公司 | Public toilet sewage integrated treatment system |
CN113277674A (en) * | 2021-05-20 | 2021-08-20 | 农业农村部环境保护科研监测所 | Aerobic tank, water treatment unit, toilet sewage treatment device and treatment method |
-
2018
- 2018-06-20 CN CN201820948268.1U patent/CN208684698U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110563283A (en) * | 2019-10-12 | 2019-12-13 | 昆明金泽实业有限公司 | Air stripping formula backward flow integrates MBR sewage treatment device |
CN110845077A (en) * | 2019-11-14 | 2020-02-28 | 佛山市三水创兴不锈钢制品有限公司 | Septic tank water treatment formula public lavatory |
CN111847766A (en) * | 2020-06-19 | 2020-10-30 | 浙江中呈科技股份有限公司 | Public toilet sewage integrated treatment system |
CN113277674A (en) * | 2021-05-20 | 2021-08-20 | 农业农村部环境保护科研监测所 | Aerobic tank, water treatment unit, toilet sewage treatment device and treatment method |
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TR01 | Transfer of patent right |
Effective date of registration: 20190705 Address after: 523000 Room 117, Building 2, 39 Hongtu Road, Nancheng Street, Dongguan City, Guangdong Province Patentee after: Dongguan Xueyin Technology Co., Ltd. Address before: 317 200 Room 102, 39 Happy Flower Garden, Fuxi Street, Tiantai County, Taizhou City, Zhejiang Province Patentee before: Jiang Han |
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TR01 | Transfer of patent right |