CN207775009U - A kind of microkinetic underground infiltration sewage treatment system - Google Patents
A kind of microkinetic underground infiltration sewage treatment system Download PDFInfo
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- CN207775009U CN207775009U CN201721613486.1U CN201721613486U CN207775009U CN 207775009 U CN207775009 U CN 207775009U CN 201721613486 U CN201721613486 U CN 201721613486U CN 207775009 U CN207775009 U CN 207775009U
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- detritus
- reinforced plastics
- pond
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Abstract
The utility model is related to a kind of microkinetic underground infiltration sewage treatment systems, including import fiberglass-reinforced plastics detritus-tank, glass toughening manure pit, outlet fiberglass-reinforced plastics detritus-tank and infiltration wetland pond；Import fiberglass-reinforced plastics detritus-tank and outlet fiberglass-reinforced plastics detritus-tank are integrally formed, lattice partition is equipped in import fiberglass-reinforced plastics detritus-tank, glass toughening manure pit includes sedimentation basin, anaerobic pond and regulating reservoir, the diafiltration pipe network that multiple-layer horizontal is arranged and diafiltration pipe network and dosing pipe network that multilayer is vertically arranged are set in infiltration wetland pond, it is percolated pipe network outer wall and is equipped with filtering packing course, infiltration wetland pool surface forms artificial swamp by earthing and the green plant of plantation；Import fiberglass-reinforced plastics detritus-tank is connect with sedimentation basin, and sedimentation basin is connect with anaerobic pond, and anaerobic pond is connect with regulating reservoir, and regulating reservoir is connect with infiltration wetland pond, and diafiltration pipe network is connect with outlet fiberglass-reinforced plastics detritus-tank.The utility model service life is long, and treatment effect is good, has saved construction cost, the place short construction time, can be effectively prevented burn into leakage, realizes precipitation, processing integration.
Description
Technical field
The utility model belongs to technology for treating domestic sewage in rural area field, and in particular to a kind of microkinetic underground diafiltration sewage
Processing system.
Background technology
In the prior art, microkinetic treatment technology needs manual periodic inspection, draws clearly, and time-consuming and laborious expense is manually to increase
Operating cost and expense.The needs of building by laying bricks or stones of existing sewage grille well dig well basis and then elder generation pouring reinforcement concrete bottom
Plate, then build the kinds of processes such as painting by laying bricks or stones, but non-leakage ideal effect can not be reached, to negatively affect groundwater quality.And
Septic tank is mostly brick or concrete material, is susceptible to leakage corrosion etc., causes service life short secondary with effluent seepage
Situations such as pollution, cannot effectively handle sanitary sewage.
Utility model content
The purpose of this utility model is to provide a kind of microkinetic underground infiltration sewage treatment systems, to solve above-mentioned technology
Problem.
The utility model provides a kind of microkinetic underground infiltration sewage treatment system, including import fiberglass-reinforced plastics detritus-tank, glass
Glass tempering manure pit, outlet fiberglass-reinforced plastics detritus-tank and infiltration wetland pond；
Import fiberglass-reinforced plastics detritus-tank and outlet fiberglass-reinforced plastics detritus-tank are integrally formed, and are equipped in import fiberglass-reinforced plastics detritus-tank big for intercepting
The lattice partition of particle suspensions, glass toughening manure pit include sedimentation basin, anaerobic pond and regulating reservoir, and infiltration wetland sets multilayer in pond
The diafiltration pipe network and dosing pipe network that horizontally disposed diafiltration pipe network and multilayer are vertically arranged, diafiltration pipe network outer wall are equipped with filtering and fill out
Layer, infiltration wetland pool surface form artificial swamp by earthing and the green plant of plantation；
The water inlet of the water outlet of import fiberglass-reinforced plastics detritus-tank and sedimentation basin connects, the water outlet of sedimentation basin and anaerobic pond into
The mouth of a river connects, and the water outlet of anaerobic pond and the water inlet of regulating reservoir connect, and the water outlet of regulating reservoir connect with infiltration wetland pond, oozes
Chimney filter net is connect with outlet fiberglass-reinforced plastics detritus-tank.
Further, the well head of import fiberglass-reinforced plastics detritus-tank and outlet fiberglass-reinforced plastics detritus-tank is planar structure, and well head passes through steel fibre
The sealing of concrete Gaizhonggai is tieed up, the top of sedimentation basin, anaerobic pond and regulating reservoir is equipped with observation well, and observation well passes through steel fibre coagulation
Native manhole cover sealing.
Further, glass toughening manure pit is integrally formed, and inside is separated into sedimentation basin, anaerobic pond and adjusting by partition board
Pond.
Further, sedimentation basin, anaerobic pond are integrally formed, and inside is separated into sedimentation basin and anaerobic pond by partition board, are adjusted
Pond is integrally formed.
Further, regulating reservoir is equipped with submersible sewage pump and floating ball for adjusting water level.
Further, equipped with the 3 D elastic filler for being provided with beneficial bacteria breeding in anaerobic pond.
Further, infiltration wetland pond outer wall is brick exterior wall, and inner wall is antiseepage erosion resistant coating.
Further, it is additionally provided with ventilation pipe network in infiltration wetland pond.
Further, the backwash water storage for being backwashed to diafiltration pipe network is equipped with below outlet fiberglass-reinforced plastics detritus-tank
Pond, backwash cistern are equipped with back purge system.
Further, which further includes for microkinetic underground infiltration sewage treatment system operation shape described in remote monitoring
The monitor terminal of state.
Compared with prior art the utility model has the beneficial effects that：Service life is long, and treatment effect is good, has saved construction
Cost, place short construction time can be effectively prevented burn into leakage, realize precipitation, processing integration.
Description of the drawings
Fig. 1 is a kind of structural schematic diagram of microkinetic underground infiltration sewage treatment system of the utility model.
Specific implementation mode
The utility model is described in detail in each embodiment shown in below in conjunction with the accompanying drawings, but it should explanation,
These embodiments are not limitation of the utility model, and those of ordinary skill in the art are according to work(made by these embodiments
Energy, method or the equivalent transformation in structure or replacement, belong within the scope of protection of the utility model.
Join shown in Fig. 1, present embodiments provides a kind of microkinetic underground infiltration sewage treatment system, including import fiberglass
Inspection shaft 1, glass toughening manure pit, outlet fiberglass-reinforced plastics detritus-tank 4 and infiltration wetland pond 3.
Import fiberglass-reinforced plastics detritus-tank 1 and outlet fiberglass-reinforced plastics detritus-tank 4 are rectangle, are integrally formed using high strength glass fiber reinforced plastic, well
Mouth is planar structure, and well head is sealed using steel fiber reinforced concrete Gaizhonggai manhole cover, for observing situation in well.
Import fiberglass-reinforced plastics detritus-tank 1 is integrally placed in the inspection shaft basis dug and constitutes sewage interception well, interior to be equipped with for intercepting
The lattice partition 11 of bulky grain suspended matter, well body are equipped with pipe joint, and inspection shaft is divided into sedimentation basin and anaerobic pond by lattice partition, sink
Shallow lake pond connects water inlet 12 by well body pipe joint, and there are depth of precipitation, depth of precipitation one for the bottom on shaft bottom and inspection shaft basis
As be 800mm-100mm.High strength glass fiber reinforced plastic inspection shaft is gone along with sb. to guard him with brick inspection shaft periphery.Pipe joint is equipped with inlet and outlet pipes
And water proof ring, for being connect with seal for pipe joints.
Glass toughening manure pit includes sedimentation basin 21, anaerobic pond 22 and regulating reservoir 23, the water outlet of import fiberglass-reinforced plastics detritus-tank 1 with
The water inlet of sedimentation basin 21 connects, and the water outlet of sedimentation basin 21 is connect with the water inlet of anaerobic pond 22, the water outlet of anaerobic pond 22
It is connect with the water inlet of regulating reservoir 23, the water outlet of regulating reservoir 23 is connect using elevator pump promotion with infiltration wetland pond 3, percolating pipe
Net is connect with outlet fiberglass-reinforced plastics detritus-tank 4.Entery and delivery port therein is set to bottom of pond.
Infiltration wetland pond 3, whole buried excavation, outer wall are brick exterior wall, and inner wall is antiseepage erosion resistant coating, and antiseepage erosion resistant coating is adopted
With macromolecule resin and alkali-free glass fiber cloth or other antiseepage anti-corrosion materials.
The diafiltration pipe network of (parallel) arrangement of multiple-layer horizontal is set in infiltration wetland pond 3 and diafiltration pipe network that multilayer is vertically arranged and
Dosing pipe network, diafiltration pipe network outer wall pass through earthing and plantation using rubble, filtrate and the filling of filtrate formula, infiltration wetland pool surface
Green plant forms artificial swamp.
In the present embodiment, 3 horizontally disposed 8 layers of infiltration wetland pond diafiltration pipe network, be equipped with 8 layers of rubble packing course, be equipped with filtrate and
Filtrate is formulated 4 layers of packing course, is equipped with 1 layer of surface overburden layer, vertical to be vertically percolated the horizontal diafiltration pipe network of pipe network connection, vertical chemical feed pipe
Net and ventilation pipe network, the parallel trepanning diafiltration in percolating pipe webmaster side are formulated in filler in rubble, filtrate and filtrate, reach at sewage
Manage effect.
In the present embodiment, the top of sedimentation basin 21, anaerobic pond 22 and regulating reservoir 23 is equipped with observation well 24, and observation well 24 is logical
Fabric reinforcement concrete manhole cover sealing is crossed, situation in well can be observed at any time.
In the present embodiment, glass toughening manure pit is integrally formed using high strength glass fiber reinforced plastic, generally ellipsoidal structure,
Be integrally placed at buried composition anti-corrosion leak-proof septic tank in the basis dug, it is internal by partition board be separated into sedimentation basin, anaerobic pond and
Regulating reservoir.
In the present embodiment, sedimentation basin, anaerobic pond can be also integrally formed, inside is separated into sedimentation basin by partition board and detests
Oxygen pond, regulating reservoir are independently integrally formed, and improve treatment effect.
In the present embodiment, sedimentation basin collects sewage in import fiberglass-reinforced plastics detritus-tank, reaches sedimentation effect within a certain period of time.
Regulating reservoir is equipped with submersible sewage pump and floating ball for adjusting water level.It is filled out equipped with the stereo-elastic for being provided with beneficial bacteria breeding in anaerobic pond
Material.
In the present embodiment, fiberglass-reinforced plastics detritus-tank 4 lower section in outlet is equipped with backwash cistern 5, size 1000*1000*
1000cm, backwash cistern 5 are equipped with back purge system, backwash dredging pipe network are blocked for pipe network after the several years, using PVC
In pipe network access diafiltration pipe network, flow control valve, heating Ventilation Control valve are equipped in pond body.
In the present embodiment, which further includes for infiltration sewage treatment system fortune in microkinetic underground described in remote monitoring
The monitor terminal 6 of row state, monitor terminal 6 can be intelligent terminal or remote monitoring center (monitoring room), by the monitoring
The heart can monitor running sewage disposal device in real time, after there is operation troubles, pass through internet feedback information
To mobile data terminals, to carry out remote operation to equipment.
Microkinetic underground provided in this embodiment infiltration sewage treatment system is hermetically sealed non-leakage, passes through edaphon pair
The decomposition and conversion of pollutant, achieve the purpose that purified water.There are multiple-layer horizontal and vertical pipe network point in the system infiltration wetland pond
Cloth can efficiently control the gentle operation of water, then the high-effective microorganism microbial inoculum of specific function, control are added by dosing pipe network
The migration of pollutant and microbiologic population divide band and to accelerate the decomposition and inversion of pollutant, to reach national sanitary sewage discharge mark
It is accurate.The system is that full-buried type floor space is small, free from extraneous odour, does not grow mosquito, and surface layer can be used as landscape planting, leisure, people's row
The places such as road, parking lot, have saved land resource and construction cost.
Tool of the series of detailed descriptions listed above only for the feasible embodiment of the utility model
Body illustrates that they are all without departing from made by the utility model skill spirit not to limit the scope of protection of the utility model
Equivalent implementations or change should be included within the scope of protection of this utility model.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this practicality is new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing in the equivalent requirements of the claims will be fallen
All changes in justice and range are embraced therein.
Claims (10)
1. a kind of microkinetic underground infiltration sewage treatment system, which is characterized in that including import fiberglass-reinforced plastics detritus-tank, glass fiber reinforced plastics septic
Pond, outlet fiberglass-reinforced plastics detritus-tank and infiltration wetland pond；
The import fiberglass-reinforced plastics detritus-tank and outlet fiberglass-reinforced plastics detritus-tank are integrally formed, and are equipped in the import fiberglass-reinforced plastics detritus-tank for blocking
The lattice partition of bulky grain suspended matter is cut, the glass toughening manure pit includes sedimentation basin, anaerobic pond and regulating reservoir, and the diafiltration is wet
The diafiltration pipe network that multiple-layer horizontal is arranged and diafiltration pipe network and dosing pipe network that multilayer is vertically arranged, the diafiltration pipe network are set in ground pond
Outer wall is equipped with filtering packing course, and the infiltration wetland pool surface forms artificial swamp by earthing and the green plant of plantation；
The water outlet of the import fiberglass-reinforced plastics detritus-tank is connect with the water inlet of the sedimentation basin, the water outlet of the sedimentation basin and institute
The water inlet connection of anaerobic pond is stated, the water outlet of the anaerobic pond is connect with the water inlet of the regulating reservoir, the regulating reservoir
Water outlet is connect with the infiltration wetland pond, and the diafiltration pipe network is connect with the outlet fiberglass-reinforced plastics detritus-tank.
2. a kind of microkinetic underground infiltration sewage treatment system according to claim 1, which is characterized in that the import glass
Glass steel inspection shaft and the well head for exporting fiberglass-reinforced plastics detritus-tank are planar structure, and the well head is sealed by steel fiber reinforced concrete Gaizhonggai,
The top of the sedimentation basin, anaerobic pond and regulating reservoir is equipped with observation well, and the observation well passes through fabric reinforcement concrete manhole cover
Sealing.
3. a kind of microkinetic underground infiltration sewage treatment system according to claim 2, which is characterized in that the fiberglass
Septic tank is integrally formed, and inside is separated into the sedimentation basin, anaerobic pond and regulating reservoir by partition board.
4. a kind of microkinetic underground infiltration sewage treatment system according to claim 2, which is characterized in that the precipitation
Pond, anaerobic pond are integrally formed, internal to be separated into the sedimentation basin and anaerobic pond by partition board, and the regulating reservoir is integrally formed.
5. a kind of microkinetic underground infiltration sewage treatment system according to claim 3 or 4, which is characterized in that the tune
Section pond is equipped with submersible sewage pump and floating ball for adjusting water level.
6. a kind of microkinetic underground infiltration sewage treatment system according to claim 5, which is characterized in that the anaerobic pond
It is interior that the 3 D elastic filler for being provided with beneficial bacteria breeding is housed.
7. a kind of microkinetic underground infiltration sewage treatment system according to claim 6, which is characterized in that the diafiltration is wet
Ground pond outer wall is brick exterior wall, and inner wall is antiseepage erosion resistant coating.
8. a kind of microkinetic underground infiltration sewage treatment system according to claim 7, which is characterized in that the diafiltration is wet
Ventilation pipe network is additionally provided in ground pond.
9. a kind of microkinetic underground infiltration sewage treatment system according to claim 8, which is characterized in that the outlet glass
The backwash cistern for being backwashed to the diafiltration pipe network is equipped with below glass steel inspection shaft, the backwash cistern is set
There is back purge system.
10. a kind of microkinetic underground infiltration sewage treatment system according to claim 9, which is characterized in that further include using
The monitor terminal of microkinetic underground infiltration sewage treatment system operating status described in remote monitoring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721613486.1U CN207775009U (en) | 2017-11-27 | 2017-11-27 | A kind of microkinetic underground infiltration sewage treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721613486.1U CN207775009U (en) | 2017-11-27 | 2017-11-27 | A kind of microkinetic underground infiltration sewage treatment system |
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| Publication Number | Publication Date |
|---|---|
| CN207775009U true CN207775009U (en) | 2018-08-28 |
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ID=63234168
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| Application Number | Title | Priority Date | Filing Date |
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| CN201721613486.1U Active CN207775009U (en) | 2017-11-27 | 2017-11-27 | A kind of microkinetic underground infiltration sewage treatment system |
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| CN (1) | CN207775009U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107721094A (en) * | 2017-11-27 | 2018-02-23 | 江苏卜浪环境工程有限公司 | A kind of microkinetic subsurface infiltration sewage disposal system |
-
2017
- 2017-11-27 CN CN201721613486.1U patent/CN207775009U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107721094A (en) * | 2017-11-27 | 2018-02-23 | 江苏卜浪环境工程有限公司 | A kind of microkinetic subsurface infiltration sewage disposal system |
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