CN206955873U - A kind of microkinetic septic tank - Google Patents
A kind of microkinetic septic tank Download PDFInfo
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- CN206955873U CN206955873U CN201720913632.6U CN201720913632U CN206955873U CN 206955873 U CN206955873 U CN 206955873U CN 201720913632 U CN201720913632 U CN 201720913632U CN 206955873 U CN206955873 U CN 206955873U
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Abstract
The utility model discloses a kind of microkinetic septic tank, and septic tank of the present utility model includes septic tank body, and the septic tank body is spaced one from into the first lattice, the second lattice and the 3rd lattice by first partition, second partition；The connector top rake for leading to the second lattice in the first lattice installs one piece of grid filter screen, the suspension of the overwhelming majority can be obstructed close to the connector of the one or two lattice, aeration type filter is there is also mounted on connector in addition, not only play filter suspended solids, the good environment depended on for existence is also provided to microorganism simultaneously, filler is full of aerobic microbiological and the suspension that is retained down during work, and suspension is just decomposed digestion as the nutrients of aerobic microbiological.Therefore, suspension will not cause the blocking of the mouth of a river and septic tank system.Septic tank of the present utility model is obviously improved to the treatment effect of organic matter of sewage and improves treatment effeciency, phenomena such as significantly improving the slough for occurring current short circuit in pond, improves the dischargeable capacity in pond.
Description
Technical field
It the utility model is related to a kind of processing pond for sewage disposal, especially a kind of change excrement for sewage disposal
Pond, belong to sewage treatment facility technical field.
Background technology
As important component in living drainage system, it is mainly removed septic tank using precipitation and anaerobic digestion
Suspension in water etc., preliminary treatment is played a part of to sewage.So far the septic tank generally used, due to its internal structure not
A series of reasons such as enough reasonable and used processing modes are single, cause its treatment effect and efficiency poor.Traditional septic tank
Greatest problem present on internal structure is connected using pipeline or aperture between every lattice, and sewage fluidised form is to be in direct current flashing shape
State, short stream and slough phenomenon are easily caused, the dischargeable capacity in pond is reduced, influences overall treatment effect.It is in addition, current
Septic tank is single to use anaerobic ferment process, and is that can not meet having for directly discharge or follow-up Ecological Disposal only with anaerobic technique
Machine thing and ammonia nitrogen index request.Rural area and discrete areas for not yet building sewage collecting pipe network, septic tank now are
It is difficult to meet demand.
Utility model content
The purpose of this utility model is to overcome above-mentioned the deficiencies in the prior art part and provide one kind and can effectively solve the problem that
The microkinetic that existing septic tank treatment effect and treatment effeciency are low, easily block, the problems such as short stream slough in pond be present
Manure pit.
To achieve the above object, the technical scheme that the utility model is taken is：A kind of microkinetic septic tank, including septic tank
Body, the septic tank body are spaced one from into the first lattice, the second lattice and the 3rd lattice by first partition, second partition；Described
One dividing plate is between first lattice and the second lattice, and the second partition is between second lattice and the 3rd lattice；It is described
Connected by connector between first lattice and second lattice, connected between second lattice and the 3rd lattice by bridge piece
Logical, the bridge piece is located at the bottom of the outs opens of second lattice vertically the second lattice；
Water inlet, grid and aeration type filter are provided with first lattice, the water inlet is located at first lattice
Top；The grid is connected between the top and bottom of first lattice, and the aeration type filter is located at the connector
Towards the side of the first lattice；
Anaerobism filler and regulating weir are provided with second lattice, the regulating weir is located at connector one towards the second lattice
Side；
The 3rd lattice are separated into by anoxic zone, water by the 3rd dividing plate, the 4th dividing plate, the 5th dividing plate respectively in 3rd lattice
Flow area, aerobic zone, settling zone；The bottom of the anoxic zone connects with the current area, the top in the current area with it is described good
Oxygen area connects, and the bottom of the aerobic zone connects with the settling zone；The anoxic zone includes anoxic filler and lacked located at described
The anoxic aeration head of oxygen area bottom, the sky for current is provided between the bottom of the anoxic filler and the bottom of the anoxic zone
Between；The aerobic zone includes aerobic filler and the aerobic aeration head located at the aerobic zone bottom, the aerobic filler with it is described
The space for current is provided between the bottom of aerobic zone；The top of the settling zone is provided with delivery port.
As the preferred embodiment of microkinetic septic tank described in the utility model, the grid in first lattice is described
Connection is tilted between at the top and bottom of first lattice, and towards the folder in the second lattice direction between the grid and the first lattice bottom
Angle is less than 90 °.
As the preferred embodiment of microkinetic septic tank described in the utility model, the aeration type filter includes outer
Shell, the filter packing being filled in the shell and the aeration head located at the filler bottom, the shell are network structure.
As the preferred embodiment of microkinetic septic tank described in the utility model, the aeration type filter is trapezoidal knot
Structure, and the bottom of the aeration type filter of the trapezium structure is connected with the connector.
As the preferred embodiment of microkinetic septic tank described in the utility model, the anaerobism filler bottom in second lattice
Portion is fixed on the bottom of second lattice, is provided between the periphery of the anaerobism filler and the side wall of second lattice and is used for current
Space.
As the preferred embodiment of microkinetic septic tank described in the utility model, in the 3rd lattice, in anoxic zone
It is close to the second partition and the 3rd dividing plate in the periphery of anoxic filler；It is close to described in the periphery of aerobic filler in the aerobic zone
4th dividing plate and the 5th dividing plate.
As the preferred embodiment of microkinetic septic tank described in the utility model, the bottom of the 3rd dividing plate with it is described
The bottom of anoxic filler maintains an equal level, and the top of the 3rd dividing plate is higher than the height of the bridge piece.
As the preferred embodiment of microkinetic septic tank described in the utility model, the bottom of the 4th dividing plate is fixed on
The bottom of 3rd lattice, the top and the top of the aerobic filler of the 4th dividing plate maintain an equal level.
As the preferred embodiment of microkinetic septic tank described in the utility model, the bottom of the 5th dividing plate with it is described
The bottom of aerobic filler maintains an equal level, and the top of the 5th dividing plate is higher than the height of the bridge piece.
As the preferred embodiment of microkinetic septic tank described in the utility model, the bottom of the settling zone is provided with water conservancy diversion
Swash plate, the lower end of the flow guiding inclined plate are fixed on the bottom of the settling zone, and the upper end of the flow guiding inclined plate is fixed on described
In the side wall of three lattice.
Microkinetic septic tank of the present utility model has the advantages that：
1) water quality of water outlet is significantly improved.The utility model changes the single anaerobic fermentation handling process of traditional septic tank
For the group technology of anaerobism-and oxygen-Aerobic Process for Treatment, the technique of these three different characteristics complements each other, hence it is evident that improves to sewage
The treatment effect of organic matter and improve treatment effeciency.
2) incidence of septic tank blocking is significantly reduced.The connector that the utility model leads to the second lattice in the first lattice leans forward
Tiltedly one piece of grid filter screen of installation, the suspension of the overwhelming majority can be obstructed close to the connector of the one or two lattice, in addition in connector
On there is also mounted aeration type filter, the filter is shaped as prismatoid, and shell is stamped to form by gross porosity grid, and inside is full of
Filter packing, and filler bottom is provided with aeration head, make filter interior be in aerobic state.Filter packing not only rose
Filter the effect of suspended solid, while also provide the good environment depended on for existence to microorganism, filler is full of aerobic micro- life during work
Thing and the suspension being retained down, suspension are just decomposed digestion as the nutrients of aerobic microbiological.Therefore, suspension
The blocking of the mouth of a river and septic tank system will not be caused.
3) phenomena such as significantly improving the slough for occurring current short circuit in pond, improves the dischargeable capacity in pond.One or two
Aeration type filter housing on lattice connector is the trapezoidal solids that grid is stamped to form, and current can enter from multiple directions
Inside filter, i.e. the current of the first lattice to the second lattice are the flowings of circulation flashing form, in the absence of short stream and slough.Two or three
Flow-guiding channel is provided with inside lattice, current rely on drop potential energy and promoted from entrance toward outlet movement, thus are also not present and backflow, short circuit
And phenomena such as slough.
Brief description of the drawings
Fig. 1 is a kind of structural representation of embodiment of the utility model microkinetic septic tank.
In figure, 1 it is the first lattice, 2 is the second lattice, 3 is the 3rd lattice, 10 is first partition, 20 is second partition, 30 is the 3rd
Dividing plate, 40 be the 4th dividing plate, 50 be the 5th dividing plate, 11 be water inlet, 12 be aeration type filter, 13 be connector, 14 be lattice
Grid, 21 be anaerobism filler, 22 be bridge piece, 23 be regulating weir, 31 be anoxic zone, 32 be current area, 33 be aerobic zone, 34 be
Settling zone, 310 be anoxic filler, 311 be anoxic aeration head, 330 be aerobic filler, 331 be aerobic aeration head, 340 be water conservancy diversion
Swash plate, 341 are delivery port.
Embodiment
To better illustrate the purpose of this utility model, technical scheme and advantage, below in conjunction with accompanying drawing and specific implementation
The utility model is described in further detail for example.
A kind of embodiment of the utility model microkinetic septic tank, as shown in Figure 1, the microkinetic septic tank of the present embodiment
Including septic tank body, the septic tank body is spaced one from into the first lattice 1, the second lattice 2 by first partition 10, second partition 20
With the 3rd lattice 3；The first partition 10 is between the lattice 2 of the first lattice 1 and second, and the second partition 20 is positioned at described the
Between two lattice 2 and the 3rd lattice 3；Connected between first lattice 1 and second lattice 2 by connector 13, second lattice 2 with
Connected between 3rd lattice 3 by bridge piece 22, the outs open that the bridge piece 22 is located at second lattice 2 is vertical
Towards the bottom of the second lattice 2；
Water inlet 11, grid 14 and aeration type filter 12 are provided with first lattice 1, the water inlet 11 is located at described
The top of first lattice 1；The grid 14 is connected between the top and bottom of first lattice 1, the aeration type filter 12
Located at the connector 13 towards the side of the first lattice 1；
It is provided with anaerobism filler 21 and regulating weir 23 in second lattice 2, the regulating weir 23 is located at connector 13 towards the
The side of two lattice 2；
The 3rd lattice 3 are separated into respectively by the 3rd dividing plate 30, the 4th dividing plate 40, the 5th dividing plate 50 in 3rd lattice 3
Anoxic zone 31, current area 32, aerobic zone 33, settling zone 34；The bottom of the anoxic zone 31 connects with the current area 32, described
The top in current area 32 connects with the aerobic zone 33, and the bottom of the aerobic zone 33 connects with the settling zone 34；It is described to lack
Oxygen area 31 includes anoxic filler 310 and the anoxic aeration head 311 located at the bottom of anoxic zone 31, the anoxic filler 310
The space for current is provided between the bottom of bottom and the anoxic zone 31；The aerobic zone 33 includes the aerobic He of filler 330
Aerobic aeration first 331 located at the bottom of aerobic zone 33, it is provided between the aerobic filler 330 and the bottom of the aerobic zone 33
Space for current；The top of the settling zone 34 is provided with delivery port 341.
It is preferred that as shown in Figure 1, the grid 14 in first lattice 1 inclines between the top and bottom of the first lattice 1
Tiltedly connection, and the angle between the grid 14 and the bottom of the first lattice 1 towards the direction of the second lattice 2 is less than 90 °.
It is preferred that as shown in Figure 1, the aeration type filter 12 includes shell, the filtering being filled in the shell
Filler and the aeration head located at the filler bottom, the shell are network structure.
It is preferred that as shown in Figure 1, the aeration type filter 12 is trapezium structure, and the aeration of the trapezium structure
The bottom of type filter 12 is connected with the connector 13.
It is preferred that as shown in Figure 1, the bottom of anaerobism filler 21 in second lattice 2 is fixed on the bottom of second lattice 2
The space for current is provided between the side wall of portion, the periphery of the anaerobism filler 21 and second lattice 2.
It is preferred that as shown in Figure 1, in the 3rd lattice 3, institute is close on the periphery of the anoxic filler 310 in anoxic zone 31
State the dividing plate 30 of second partition 20 and the 3rd；It is close to the 4th dividing plate 40 in the periphery of aerobic filler 330 in the aerobic zone 33
With the 5th dividing plate 50.
It is preferred that as shown in Figure 1, the bottom and the bottom of the anoxic filler 310 of the 3rd dividing plate 30 maintain an equal level, institute
The top for stating the 3rd dividing plate 30 is higher than the height of the bridge piece 22.
It is preferred that as shown in Figure 1, the bottom of the 4th dividing plate 40 is fixed on the bottom of the 3rd lattice 3, described
The top of four dividing plates 40 and the top of the aerobic filler 330 maintain an equal level.
It is preferred that as shown in Figure 1, the bottom of the 5th dividing plate 50 and the bottom of the aerobic filler 330 maintain an equal level, institute
The top for stating the 5th dividing plate 50 is higher than the height of the bridge piece 22.
It is preferred that as shown in Figure 1, the bottom of the settling zone 34 is provided with flow guiding inclined plate 340, the flow guiding inclined plate 340
Lower end be fixed on the bottom of the settling zone 34, the upper end of the flow guiding inclined plate 340 is fixed on the side wall of the 3rd lattice 3
On.
In the present embodiment, the top rake of connector 13 that the second lattice 2 are led in the first lattice 1 installs one piece of grid 14；First
It is trapezoidal that lattice 1 lead to one aeration type filter 12 of installation, being shaped as the aeration type filter 12 on the connector 13 of the second lattice 2
Body, shell are stamped to form by grid, and inside is full of filter packing, and filler bottom is provided with aeration head；The court of connector 13
To installation and adjustment weir 23 on the direction of the second lattice 2；Second lattice 2 are built-in with anaerobism filler 21, anaerobism filler 21 and both sides first partition
10 and second partition 20 keep suitable distance, as water stream channel；Second lattice 2 are connected with the 3rd lattice 3 by bridge piece 22, even
Connect the bent tube section direction bottom of pond of the second lattice 2 of bend pipe 22；3rd lattice 3 are divided into four regions, and first area is anoxic from left to right
Anoxic filler 310 and anoxic aeration head 311 are installed in area 31, anoxic zone 31, anoxic filler 310 and bottom of pond retain appropriately distance with
As water stream channel, the 3rd dividing plate 30 is close to install in the right side of anoxic filler 310, the bottom of the 3rd dividing plate 30 with anoxic filler 310
While maintaining an equal level, the top of the 3rd dividing plate 30 is more slightly higher than the tube top of bridge piece 22, and pool wall makees fixed pivot before and after the 3rd dividing plate 30 relies on；
It is the second area of the 3rd lattice 3 between 3rd dividing plate 30 and the 4th dividing plate 40, i.e. current area 32, current area 32 leads to as current
Road；It is the 3rd region of the 3rd lattice 3 between 4th dividing plate 40 and the 5th dividing plate 50, i.e. aerobic zone 33, aerobic zone 33 is installed aerobic
Bottom of pond, the top of the 4th dividing plate 40 and the aerobic top of filler 330 are close in filler 330 and aerobic aeration first 331, the bottom of the 4th dividing plate 40
Maintain an equal level, aerobic filler 330 is close to the 4th dividing plate 40 and installed, the bottom of aerobic filler 330 and bottom of pond retain suitable distance for use as
Water stream channel；It is close to aerobic filler 330 and the 5th dividing plate 50 is installed, the bottom of the 5th dividing plate 50 is held with the aerobic lower sideline of filler 330
Flat, the top of the 5th dividing plate 50 is more slightly higher than the tube top of bridge piece 22, is the 4th region between the 5th dividing plate 50 and right pool wall, i.e.,
Settling zone 34, the precipitation that settling zone 34 is used as suspension are used；One piece is installed to the 3rd region aerobic zone 33 in the bottom of settling zone 34
Inclined deflector.
Microkinetic septic tank described in the present embodiment, in use, concrete processing procedure is as follows：
1st, sanitary sewage flows into the first lattice 1 by water inlet 11, and by precipitating with after anaerobic fermentation, sewage is divided into three layers：Bottom
Layer sludge settling thing, middle level mixed liquor, upper strata excrement skin suspension.Grid 14 prevents bulky grain suspension from being connected close to two lattice are led to
Hole, thus the only middle level mixed liquor that can be flowed into after grid 14.These mixed liquors flow into aeration type filter 12, particle quilt again
Filter packing retains, and filter packing is full of aerobic microbiological, and these particle suspensions of the positive good utilisation of these aerobic microbiologicals are made
It is able to decompose removing for the suspension of the nutrients of growth, thus retention.Mixed liquor is by being aerated type filter 12 and regulating weir
Enter the second lattice 2 after 23.In addition, the connector 13 of the first lattice 1 and the second lattice 2 is adjusted for one towards installation on the direction of the second lattice 2
Weir 23, the mixed liquor of the first lattice 1 is quantitatively delivered into the second lattice 2, the flowed fluctuation of sanitary sewage is made buffering by the first lattice 1 and adjusted
Section；
2nd, anaerobism filler 21 is penetrated into the mixed liquor of the second lattice 2 from side, and anaerobism filler 21 has been covered with the micro- life of anaerobism
Thing, these anaerobes carry out anaerobic reaction to the organic matter inside sewage, and mixed liquor after Anaerobic Treatment is from anaerobism
The opposite side outflow of filler 21, then enter the 3rd lattice 3 by bridge piece 22；
3rd, anoxic filler 310, the abundant simultaneous oxygen of anoxic filler 310 are first flowed through from top to bottom into the mixed liquor of the 3rd lattice 3
Microorganism carries out anoxic degraded to the organic matter of sewage, after hypoxia response, promotion of the mixed liquor in the drop potential energy that always comes in and goes out
Under, the water stream channel of bottom and side through anoxic filler 310 flow to the top of aerobic filler 330 from lower to upper.Mixed liquor is again
Aerobic filler 330 is flowed through from top to bottom, and the abundant aerobic microbiological of aerobic filler 330 carries out aerobic drop to the organic matter of mixed liquor
Solution.After the combination degradation technique of anaerobism-anoxic-aerobic, hence it is evident that improve the total removal rate and whole process of organic matter
Reaction efficiency.
4th, the mixed liquor for flowing to the aerobic bottom of filler 330 enters settling zone 34 by the inlet port of settling zone 34, through precipitation
Afterwards, supernatant is drained by delivery port 341, under guide functions of the sludge by flow guiding inclined plate 340, enters back into aerobic filler 330
Bottom, these sludge deliver to the inside of aerobic filler 330 again by the air-flow of aerobic aeration first 331, as strain and microorganism
Nutrients.
Finally, it should be noted that above example is only illustrating the technical solution of the utility model rather than to this reality
With the limitation of novel protected scope, although being explained in detail with reference to preferred embodiment to the utility model, this area it is common
It will be appreciated by the skilled person that the technical solution of the utility model can be modified or equivalent substitution, without departing from this reality
With the spirit and scope of new technique scheme.
Claims (10)
1. a kind of microkinetic septic tank, it is characterised in that including septic tank body, the septic tank body is by first partition,
Two dividing plates are spaced one from into the first lattice, the second lattice and the 3rd lattice；The first partition between first lattice and the second lattice,
The second partition is between second lattice and the 3rd lattice；Connected between first lattice and second lattice by connector
It is logical, connected between second lattice and the 3rd lattice by bridge piece, the bridge piece is located at the portion of second lattice
Separate the bottom of mouth vertically the second lattice；
Water inlet, grid and aeration type filter, the water inlet are provided with first lattice and is located at the top of first lattice；
The grid is connected between the top and bottom of first lattice, and the aeration type filter is located at the connector towards the
The side of one lattice；
Anaerobism filler and regulating weir are provided with second lattice, the regulating weir is located at the side of connector the second lattice of direction；
The 3rd lattice are separated into by anoxic zone, current by the 3rd dividing plate, the 4th dividing plate, the 5th dividing plate respectively in 3rd lattice
Area, aerobic zone, settling zone；The bottom of the anoxic zone connects with the current area, the top in the current area with it is described aerobic
Area connects, and the bottom of the aerobic zone connects with the settling zone；The anoxic zone includes anoxic filler and located at the anoxic
The anoxic aeration head of area bottom, the sky for current is provided between the bottom of the anoxic filler and the bottom of the anoxic zone
Between；The aerobic zone includes aerobic filler and the aerobic aeration head located at the aerobic zone bottom, the aerobic filler with it is described
The space for current is provided between the bottom of aerobic zone；The top of the settling zone is provided with delivery port.
2. microkinetic septic tank as claimed in claim 1, it is characterised in that the grid in first lattice is in first lattice
Connection is tilted between top and bottom, and the angle between the grid and the first lattice bottom towards the second lattice direction is less than
90°。
3. microkinetic septic tank as claimed in claim 2, it is characterised in that the aeration type filter includes shell, filling
Filter packing in the shell and the aeration head located at the filler bottom, the shell are network structure.
4. microkinetic septic tank as claimed in claim 3, it is characterised in that the aeration type filter is trapezium structure, and
The bottom of the aeration type filter of the trapezium structure is connected with the connector.
5. microkinetic septic tank as claimed in claim 1, it is characterised in that the anaerobism filler bottom in second lattice is fixed
The sky for current is provided with the bottom of second lattice, between the periphery of the anaerobism filler and the side wall of second lattice
Between.
6. microkinetic septic tank as claimed in claim 1, it is characterised in that in the 3rd lattice, the anoxic in anoxic zone is filled out
It is close to the second partition and the 3rd dividing plate in the periphery of material；The periphery of aerobic filler in the aerobic zone be close to the described 4th every
Plate and the 5th dividing plate.
7. microkinetic septic tank as claimed in claim 1, it is characterised in that the bottom of the 3rd dividing plate is filled out with the anoxic
The bottom of material maintains an equal level, and the top of the 3rd dividing plate is higher than the height of the bridge piece.
8. microkinetic septic tank as claimed in claim 1, it is characterised in that the bottom of the 4th dividing plate is fixed on described
The bottom of three lattice, the top and the top of the aerobic filler of the 4th dividing plate maintain an equal level.
9. microkinetic septic tank as claimed in claim 1, it is characterised in that the bottom of the 5th dividing plate aerobic is filled out with described
The bottom of material maintains an equal level, and the top of the 5th dividing plate is higher than the height of the bridge piece.
10. microkinetic septic tank as claimed in claim 1, it is characterised in that the bottom of the settling zone is provided with flow guiding inclined plate,
The lower end of the flow guiding inclined plate is fixed on the bottom of the settling zone, and the upper end of the flow guiding inclined plate is fixed on the 3rd lattice
In side wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720913632.6U CN206955873U (en) | 2017-07-26 | 2017-07-26 | A kind of microkinetic septic tank |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720913632.6U CN206955873U (en) | 2017-07-26 | 2017-07-26 | A kind of microkinetic septic tank |
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| Publication Number | Publication Date |
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| CN206955873U true CN206955873U (en) | 2018-02-02 |
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| CN201720913632.6U Active CN206955873U (en) | 2017-07-26 | 2017-07-26 | A kind of microkinetic septic tank |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110342768A (en) * | 2019-07-24 | 2019-10-18 | 周鼎力 | A kind of Environmental-protection septic tank |
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2017
- 2017-07-26 CN CN201720913632.6U patent/CN206955873U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110342768A (en) * | 2019-07-24 | 2019-10-18 | 周鼎力 | A kind of Environmental-protection septic tank |
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