CN206767877U - Integrated sewage disposal liquid-solid separation equipment - Google Patents
Integrated sewage disposal liquid-solid separation equipment Download PDFInfo
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- CN206767877U CN206767877U CN201720414270.6U CN201720414270U CN206767877U CN 206767877 U CN206767877 U CN 206767877U CN 201720414270 U CN201720414270 U CN 201720414270U CN 206767877 U CN206767877 U CN 206767877U
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- sedimentation basin
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Abstract
The utility model discloses integrated sewage disposal liquid-solid separation equipment, including：Tank body, water inlet, the first sedimentation basin, first partition, aerobic aeration filler pond, second partition, anoxic aerating filling pond, the 3rd dividing plate, the second sedimentation basin, the 4th dividing plate, inclined tube filler sedimentation basin, the 5th dividing plate, quartz sand filter tank, the 6th dividing plate, the 3rd sedimentation basin, delivery port, and mud return line；The tank body passes through first partition, second partition, the 3rd dividing plate, the 4th dividing plate, the 5th dividing plate from left to right, and the 6th dividing plate be separated out the first sedimentation basin, aerobic aeration filler pond, anoxic aerating filling pond, the second sedimentation basin, inclined tube filler sedimentation basin, quartz sand filter tank, and the 3rd sedimentation basin successively.The utility model ensure that the liquid level in each cavity so that integrated can carrying out for sewage disposal, reduces processing equipment quantity, reduces equipment usable floor area.
Description
Technical field
Domestic sewage treatment device field is the utility model is related to, more particularly to integrated sewage disposal solid-liquor separation is set
It is standby.
Background technology
Sanitary sewage disposal is typically according to the utilization of municipal sewage or emission direction and considers the natural purifying ability of water body,
Determine the degree for the treatment of of sewage and corresponding handling process.Sewage after processing, no matter it is used for industry, agricultural or recharge supplement
Underground water, it is necessary to meet the relevant water standard that country issues.Sanitary sewage disposal technology, is divided by degree for the treatment of, can be divided
For one-level, two level and tertiary treatment process.Sewage coagulation Applied Physics method, such as sieving, precipitation are removed in sewage not
The suspended solid and floating substance of dissolving.Sewage second-level processing mainly applies bioremediation, that is, passes through the generation of microorganism
The effect of thanking carries out the process of material conversion, and the various complicated oxidation operations in sewage are degraded into simple material.Biology
Processing has certain requirement to the dissolved oxygen amount in sewage quality, water temperature, water, pH value etc..Tertiary sewage treatment is at I and II
On the basis of reason, removed using the physics such as coagulation, filtering, ion exchange, counter-infiltration, chemical method insoluble organic in sewage
The nutritional substances such as thing, phosphorus, nitrogen.Groups of contaminants in sewage is into extremely complex, it is often necessary to which above several method combines, ability
Reach processing requirement.Sewage coagulation is pretreatment, and two stage treatment is main body, and the sewage after processing can typically reach discharge mark
It is accurate.Tertiary treatment is advanced treating, and effluent quality is preferable, or even can reach drinking water quality standard, but processing cost is high, except one
Outside the countries and regions of a little extreme dehydrations, application is less.The many cities in China are under preparation at present and enlarging sewage second-level is handled
Factory, to solve the water pollution problems of getting worse.
Exist due to there are substantial amounts of insoluble material in sanitary sewage, i.e., when carrying out sewage disposal, it is necessary to carry out
The solid separating treatment of liquid, at present for the solid separation of liquid also without a kind of stable ripe processing equipment；The applicant, in view of this
One problem, by long-term research and development and experiment, there is provided go out a kind of body sewage disposal liquid-solid separation equipment.
Utility model content
Purpose of utility model：For the above situation, in order to overcome problem present in background technology, the utility model provides
Integrated sewage disposal liquid-solid separation equipment, it can effectively solve the problem that the problem of being related in above-mentioned background technology.
Technical scheme：Integrated sewage disposal liquid-solid separation equipment, including：Tank body, water inlet, the first sedimentation basin, first
Dividing plate, aerobic aeration filler pond, second partition, anoxic aerating filling pond, the 3rd dividing plate, the second sedimentation basin, the 4th dividing plate, inclined tube
Filler sedimentation basin, the 5th dividing plate, quartz sand filter tank, the 6th dividing plate, the 3rd sedimentation basin, delivery port, mud return line, Yi Jigu
Liquid/gas separator；The tank body from left to right by first partition, second partition, the 3rd dividing plate, the 4th dividing plate, the 5th dividing plate, with
And the 6th dividing plate be separated out the first sedimentation basin, aerobic aeration filler pond, anoxic aerating filling pond, the second sedimentation basin, inclined tube successively
Filler sedimentation basin, quartz sand filter tank, and the 3rd sedimentation basin；
Wherein, the solid-liquid separator is connected to the water inlet of the tank body；The water inlet is opened in the tank body
On left surface, it is communicated in first sedimentation basin, wherein, the freeboard of the water inlet and the axis height of the tank body
Position consistency；The first partition is fixedly mounted in the tank body, and its axis above certain altitude opening position is provided with two
First delivery port, the first mud return line mounting hole is provided with certain position above first delivery port；The aerobic exposure
The first aerator, and elastic filler are provided with gas filler pond；The second partition is fixedly mounted in the tank body, its
The following certain distance opening position of axis is provided with two the second delivery ports, pacifies thereon with the first mud return line in first partition
Dress hole respective heights opening position is machined with the second mud return line mounting hole；The second exposure is provided with the anoxic aerating filling pond
Device of air, and elastic filler；3rd dividing plate is fixedly mounted in the tank body, its structure and first partition complete one
Cause, be provided with the 3rd delivery port, and the 3rd mud return line mounting hole；Second sedimentation basin is empty pond；Described
Four dividing plates are fixedly mounted in the tank body, and are provided with the first water outlet on its one side for being in inclined tube filler sedimentation basin
Pipe, and device of air is provided；Inclined tube filler is provided with the inclined tube filler sedimentation basin；5th dividing plate is fixedly mounted on institute
State in tank body, its axis above certain altitude opening position is provided with the 4th delivery port, and the 4th water outlet is in quartz
The side of sand filtering ponds is installed with the second outlet pipe；Quartz sand is filled with the quartz sand filter tank；Described 6th every
Plate is fixedly mounted in the tank body, and its structure and the 5th dividing plate are completely the same, are provided with the 5th delivery port；Described 5th
Water outlet is installed with the 3rd outlet pipe in the side of the 3rd sedimentation basin；3rd sedimentation basin is empty pond；The water outlet
Mouth is arranged on the right flank of the tank body, and it is communicated in the 3rd sedimentation basin；The mud return line passes through on each dividing plate
The mud return line mounting hole of setting is fixedly mounted in the tank body, and it is in position corresponding to the aerobic aeration filler pond
Place is provided with opening.
As a kind of preferred embodiment of the present utility model, the aerobic aeration filler pond, and the anoxic aerating filling
Its diameter range of the elastic filler of filling is 150mm in pond, and its density is 2.5kg/m3, its clipping room away from less than or equal to 180mm,
The a diameter of 8mm of its material selection nylon tightrope.
As a kind of preferred embodiment of the present utility model, in addition to blower fan；First aerator includes：First aeration
House steward, aerator；Wherein, the aerator is equidistantly mounted on the first aeration house steward；The first aeration house steward passes through first
Control valve is connected to blower fan；Second aerator includes：Second aeration house steward, aerator；Wherein, described aerator etc.
Away from the second aeration house steward；The second aeration house steward is connected to blower fan by the second control valve.
As a kind of preferred embodiment of the present utility model, one side that the 4th dividing plate is in inclined tube filler sedimentation basin
First outlet pipe of upper setting, its delivery port position height are less than the floor height of the inclined tube filler.
As a kind of preferred embodiment of the present utility model, the 4th water outlet that the 5th dividing plate is set is in quartz
The second outlet pipe that the side of sand filtering ponds is fixedly mounted, it includes：Second outlet pipe vertical tube, and the second outlet pipe transverse tube；
Wherein, the second outlet pipe transverse tube is arranged on the bottommost of the quartz sand filter tank, is machined with apopore thereon.
As a kind of preferred embodiment of the present utility model, first sedimentation basin, aerobic aeration filler pond, anoxic aeration are filled out
A tank is correspondingly arranged on above material pond, the second sedimentation basin, inclined tube filler sedimentation basin, quartz sand filter tank, and the 3rd sedimentation basin
Body manhole；The a diameter of 500mm of tank body manhole, is highly 300mm；Each of which tank body manhole configures a manhole cover；It is described
Manhole cover is fixed with the tank body manhole by two bolts.
As a kind of preferred embodiment of the present utility model, in addition to tank body saddle base；The tank body saddle base uses
Glass steel material；Distance between any two tank body saddle base is not more than 1.5 times of the nominal diameter of tank body；The saddle bottom
The cornerite of seat is not less than 120 °.
Relative to prior art, the utility model can realize following beneficial effect：Integration provided by the utility model
Sewage disposal liquid-solid separation equipment, tank body is separated out multiple individual cavities, and each cavity by it by several dividing plates
With independent function, and the freeboard of each cavity is different, ensure that the liquid level in each cavity so that dirty
Integrated can carrying out for water process, reduces processing equipment quantity, reduces equipment usable floor area.
Brief description of the drawings
Accompanying drawing herein is merged in specification and forms the part of this specification, shows the implementation for meeting the disclosure
Example, and be used in specification to explain the principle of the disclosure together.
Fig. 1 provides the overall structure diagram of integrated sewage disposal liquid-solid separation equipment for the utility model；
Fig. 2 provides the sectional view in aerobic aeration filler pond for the utility model；
Fig. 3 provides the structural representation of each dividing plate for the utility model；
Fig. 4 provides the structural representation of aerator for the utility model.
In figure
1-tank body, 2-water inlet, the 3-the first sedimentation basin, 4-first partition, the 410-the first delivery port, 420-the first
Mud return line mounting hole, 5-aerobic aeration filler pond, the 510-the first aerator, the 511-the first aeration house steward, 512-
Aerator, the 513-the first control valve, 520-elastic filler, 6-second partition, the 610-the second delivery port, 620 second is dirty
Mud return duct mounting hole, 7-anoxic aerating filling pond, the 710-the second aerator, the 711-the second aeration house steward, 712-the
Two control valves, the 8-the three dividing plate, the 810-the three delivery port, the 820-the three mud return line mounting hole, the 9-the second precipitation
Pond, the 10-the four dividing plate, the outlet pipes of 10-1-first, 10-2-offer device of air, 11-inclined tube filler sedimentation basin, 11-1-tiltedly
Tube packing, the 12-the five dividing plate, the delivery ports of 12-1-the 4th, the outlet pipes of 12-2-second, the water outlet vertical tubes of 12-3-second, 12-
4-the second water outlet transverse tube, 12-5-apopore, 13-quartz sand filter tank, 13-1-quartz sand, the 14-the six dividing plate, 14-
1-the five delivery port, the outlet pipes of 14-2-the 3rd, the 15-the three sedimentation basin, 16-delivery port, 17-mud return line, 17-
1-opening, 18-blower fan, 19-tank body manhole, 19-1-manhole cover, 20-tank body saddle base, 21-solid-liquid separator.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.
Embodiment one refer to Fig. 1-Fig. 4, and Fig. 1 provides integrated sewage disposal liquid-solid separation equipment for the utility model
Overall structure diagram；Fig. 2 provides the sectional view in aerobic aeration filler pond for the utility model；Fig. 3 provides for the utility model
The structural representation of each dividing plate；Fig. 4 provides the structural representation of aerator for the utility model.
Specifically, the integrated sewage disposal liquid-solid separation equipment that the present embodiment provides, including：Tank body 1, water inlet 2,
One sedimentation basin 3, first partition 4, aerobic aeration filler pond 5, second partition 6, anoxic aerating filling pond 7, the 3rd dividing plate 8, second
Sedimentation basin 9, the 4th dividing plate 10, inclined tube filler sedimentation basin 11, the 5th dividing plate 12, quartz sand filter tank 13, the 6th dividing plate the 14, the 3rd
Sedimentation basin 15, delivery port 16, mud return line 17, and solid-liquid separator 21；The tank body 1 passes through first partition from left to right
4th, second partition 6, the 3rd dividing plate 8, the 4th dividing plate 10, the 5th dividing plate 12, and the 6th dividing plate 14 are separated out the first precipitation successively
Pond 3, aerobic aeration filler pond 5, anoxic aerating filling pond 7, the second sedimentation basin 9, inclined tube filler sedimentation basin 11, quartz sand filter tank
13, and the 3rd sedimentation basin 15；Wherein, the solid-liquid separator 21 is connected to the water inlet 2 of the tank body 1；The water inlet 2
It is opened on the left surface of the tank body 1, it is communicated in first sedimentation basin 3, wherein, the freeboard of the water inlet 2
It is consistent with the axis height and position of the tank body 1；The first partition 4 is fixedly mounted in the tank body 1, more than its axis one
Determine to be provided with two the first delivery ports 410 at height and position, first is provided with the top certain position of the first delivery port 410
Mud return line mounting hole 420；The first aerator 510, and elastic filler are provided with the aerobic aeration filler pond 5
520；The second partition 6 is fixedly mounted in the tank body 1, and the following certain distance opening position of its axis is provided with two second
Delivery port 610, it is machined with second with the respective heights opening position of the first mud return line mounting hole 420 in first partition 4 thereon
Mud return line mounting hole 620；The second aerator 710, and elastic filler are provided with the anoxic aerating filling pond 7
520；3rd dividing plate 8 is fixedly mounted in the tank body 1, and its structure and first partition 4 are completely the same, is provided with
Three delivery ports 810, and the 3rd mud return line mounting hole 820；Second sedimentation basin 9 is empty pond；4th dividing plate 10
It is fixedly mounted in the tank body 1, and the first outlet pipe 10- is provided with its one side for being in inclined tube filler sedimentation basin 11
1, and device of air 10-2 is provided；Inclined tube filler 11-1 is provided with the inclined tube filler sedimentation basin 11；5th dividing plate 12
It is fixedly mounted in the tank body 1, its axis above certain altitude opening position is provided with a 4th delivery port 12-1, and described
The side that four delivery port 12-1 are in quartz sand filter tank 13 is installed with the second outlet pipe 12-2；The quartz sand filter tank
Quartz sand 13-1 is filled with 13；6th dividing plate 14 is fixedly mounted in the tank body 1, and its structure and the 5th dividing plate 12 are complete
It is complete consistent, it is provided with the 5th delivery port 14-1；The side that the 5th delivery port 14-1 is in the 3rd sedimentation basin 15 is fixed
3rd outlet pipe 14-2 is installed；3rd sedimentation basin 15 is empty pond；The delivery port 16 is arranged on the right side of the tank body 1
Face, it is communicated in the 3rd sedimentation basin 15；The mud return line 17 is pacified by the mud return line set on each dividing plate
Dress mounting hole is fixedly mounted in the tank body 1, and it is provided with opening in opening position corresponding to the aerobic aeration filler pond 5
17-1。
As a kind of preferred embodiment of the present embodiment, the aerobic aeration filler pond 5, and the anoxic aerating filling pond
Its diameter range of the elastic filler 520 of filling is 150mm in 7, and its density is 2.5kg/m3, its clipping room away from less than or equal to
180mm, a diameter of 8mm of its material selection nylon tightrope.
As a kind of preferred embodiment of the present embodiment, in addition to blower fan 18；First aerator 510 includes：First
It is aerated house steward 511, aerator 512；Wherein, the aerator 512 is equidistantly mounted on the first aeration house steward 511；Described first
Aeration house steward 511 is connected to blower fan 18 by the first control valve 513；Second aerator 710 includes：Second aeration is total
Pipe 711, aerator 512；Wherein, the aerator 512 is equidistantly mounted on the second aeration house steward 711；Second aeration is total
Pipe 711 is connected to blower fan 18 by the second control valve 712.
As a kind of preferred embodiment of the present embodiment, side that the 4th dividing plate 10 is in inclined tube filler sedimentation basin 11
The the first outlet pipe 10-1 set on face, its delivery port position height are less than the floor height of the inclined tube filler 11-1.
As a kind of preferred embodiment of the present embodiment, the 4th delivery port 12-1 that the 5th dividing plate 12 is set is in
The second outlet pipe 12-2 that the side of quartz sand filter tank 13 is fixedly mounted, it includes：Second outlet pipe vertical tube 12-3, Yi Ji
Two outlet pipe transverse tube 12-4；Wherein, the second outlet pipe transverse tube 12-4 is arranged on the bottommost of the quartz sand filter tank 13,
Apopore 12-5 is machined with thereon.
As a kind of preferred embodiment of the present embodiment, first sedimentation basin 3, aerobic aeration filler pond 5, anoxic aeration are filled out
Material pond 7, the second sedimentation basin 9, inclined tube filler sedimentation basin 11, quartz sand filter tank 13, and the top of the 3rd sedimentation basin 15 correspond to and set
It is equipped with a tank body manhole 19；19 a diameter of 500mm of tank body manhole, is highly 300mm；Each of which tank body manhole 19 configures
One manhole cover 19-1；The manhole cover 19-1 is fixed with the tank body manhole 19 by two bolts.
7. integrated sewage disposal liquid-solid separation equipment according to claim 1, it is characterised in that also including tank body
Saddle base 20；The tank body saddle base 20 uses glass steel material；Distance between any two tank body saddle base 20 is not
More than 1.5 times of the nominal diameter of tank body 1；The cornerite of the saddle base 20 is not less than 120 °.
Specifically, the integrated sewage disposal liquid-solid separation equipment that the present embodiment provides, its operation principle are that sewage leads to
After crossing septic tank processing, enter in the solid-liquid separator 21；The effect of the solid-liquid separator in sewage some
The larger undissolved solid particle of particle is separated from sewage；Wherein what deserves to be explained is, the choosing for solid-liquid separator
Take, the selection of corresponding model is carried out according to needs of production.
Further, sewage enters to the first sedimentation basin 3 by water inlet 2；Wherein, what deserves to be explained is, the water inlet 2
Freeboard it is consistent with the axis height and position of the tank body 1；First sedimentation basin 3 is empty pond, and it has certain sink
The effect of insoluble matter in the sewage of shallow lake.
Further, sewage enters to aerobic aeration filler pond 5 by the first delivery port 410 in first partition 4；Its
In what deserves to be explained is, the first aerator 510, and elastic filler 520 are provided with the aerobic aeration filler pond 5；Its
In, the first aeration house steward 511, aerator 512；Wherein, the aerator 512 is equidistantly mounted on the first aeration house steward 511
On；The first aeration house steward 511 is connected to blower fan 18 by the first control valve 513；Its diameter model of the elastic filler 520
It is 2.5kg/m to enclose for 150mm, its density3, its clipping room is away from less than or equal to 180mm, a diameter of 8mm of its material selection nylon
Tightrope.It is fixedly mounted in addition, the mud return line 17 installs mounting hole by the mud return line set on each dividing plate
In the tank body 1, and it is provided with opening 17-1 in opening position corresponding to the aerobic aeration filler pond 5.The aerobic aeration
The effect in filler pond 5 is, by the first aerator 510, is aerated into pond, in addition, being added by mud return line 17
Add a certain amount of activated sludge, be removed anaerobic type impurity and bacterium in sewage.
Further, sewage is entered in anoxic aerating filling pond by the second delivery port 610 of the second partition 6,
What deserves to be explained is second delivery port 610 is arranged on the following certain distance opening position of axis, i.e., described aerobic aeration filler
Pond 5, and the liquid level in the anoxic aerating filling pond 7 is consistent, that is, connected state.The anoxic aerating filling pond
The second aerator 710, and elastic filler 520 are provided with 7；Wherein, second aerator 710 includes：Second exposes
Gas house steward 711, aerator 512；Wherein, the aerator 512 is equidistantly mounted on the second aeration house steward 711；Described second exposes
Gas house steward 711 is connected to blower fan 18 by the second control valve 712.The effect in the anoxic aerating filling pond is, passes through
Two aerators 710, are aerated into pond, in addition, being added a certain amount of activated sludge by mud return line 17, are gone
Except aerobic impurity and bacterium in sewage.
What deserves to be explained is first aerator 510, and the second aerator 710 pass through the first aeration house steward
511, and the second control valve 513 is connected to blower fan 18；And the second aeration house steward 711, and the second control valve 712 connects
It is connected to same blower fan 18.But because aerobic aeration filler pond 5 and aeration quantity demand in the anoxic aerating filling pond 7 are inconsistent,
Therefore the different controls of aeration quantity are carried out using the form of control valve, the i.e. opening and closing degree of control valve.
Further, sewage is by the 3rd delivery port 810 on the 3rd dividing plate 8, enter second it is heavy determine pond 9, described the
The effect of two sedimentation basins 9 is, carries out certain precipitation.
Further, sewage enters to inclined tube filler sedimentation basin 11 by the first outlet pipe 10-1 on the 4th dividing plate 10；Value
It must illustrate, the delivery port position height of the first outlet pipe 10-1 is less than the floor height of the inclined tube filler 11-1.
Inclined tube filler 11-1 is filled with the inclined tube filler sedimentation basin 11, its role is to have certain precipitation.
Further, sewage enters quartz sand filter tank 13 by the 4th delivery port 12-1 on the 5th dividing plate 12；It is described
Quartz sand 13-1 is filled with quartz sand filter tank 13；What deserves to be explained is the described 4th of the 5th dividing plate 12 setting the goes out
Mouth of a river 12-1 is in the second outlet pipe 12-2 that the side of quartz sand filter tank 13 is fixedly mounted, and it includes：Second outlet pipe erects
Pipe 12-3, and the second outlet pipe transverse tube 12-4；Wherein, the second outlet pipe transverse tube 12-4 is arranged on the quartz sand filtration
The bottommost in pond 13, apopore 12-5 is machined with thereon.
Further, sewage enters the 3rd sedimentation basin 15 by the 5th delivery port 14-1 on the 6th dividing plate 14；Then
Discharged by delivery port 16.
For above-described embodiment only to illustrate technical concepts and features of the present utility model, the purpose is to allow be familiar with the technical field
Technical staff can understand content of the present utility model and implement according to this, protection of the present utility model can not be limited with this
Scope.All equivalent changes or modificationss made according to the utility model Spirit Essence, it should all cover in guarantor of the present utility model
Within the scope of shield.
Claims (7)
1. integrated sewage disposal liquid-solid separation equipment, it is characterised in that including：Tank body（1）, water inlet（2）, the first sedimentation basin
（3）, first partition（4）, aerobic aeration filler pond（5）, second partition（6）, anoxic aerating filling pond（7）, the 3rd dividing plate（8）、
Second sedimentation basin（9）, the 4th dividing plate（10）, inclined tube filler sedimentation basin（11）, the 5th dividing plate（12）, quartz sand filter tank（13）、
6th dividing plate（14）, the 3rd sedimentation basin（15）, delivery port（16）, mud return line（17）, and solid-liquid separator（21）；It is described
Tank body（1）Pass through first partition from left to right（4）, second partition（6）, the 3rd dividing plate（8）, the 4th dividing plate（10）, the 5th dividing plate
（12）, and the 6th dividing plate（14）The first sedimentation basin is separated out successively（3）, aerobic aeration filler pond（5）, anoxic aerating filling pond
（7）, the second sedimentation basin（9）, inclined tube filler sedimentation basin（11）, quartz sand filter tank（13）, and the 3rd sedimentation basin（15）；
Wherein, the solid-liquid separator（21）It is connected to the tank body（1）Water inlet（2）；The water inlet（2）It is opened in institute
State tank body（1）Left surface on, it is communicated in first sedimentation basin（3）, wherein, the water inlet（2）Freeboard with
The tank body（1）Axis height and position it is consistent；The first partition（4）It is fixedly mounted on the tank body（1）It is interior, its axis with
Upper certain altitude opening position is provided with two the first delivery ports（410）, first delivery port（410）Set at the certain position of top
It is equipped with the first mud return line mounting hole（420）；The aerobic aeration filler pond（5）Inside it is provided with the first aerator（510）,
And elastic filler（520）；The second partition（6）It is fixedly mounted on the tank body（1）It is interior, the following certain distance position of its axis
The place of putting is provided with two the second delivery ports（610）, thereon with first partition（4）On the first mud return line mounting hole（420）
Respective heights opening position is machined with the second mud return line mounting hole（620）；The anoxic aerating filling pond（7）Inside it is provided with
Two aerators（710）, and elastic filler（520）；3rd dividing plate（8）It is fixedly mounted on the tank body（1）Interior, it is tied
Structure and first partition（4）It is completely the same, it is provided with the 3rd delivery port（810）, and the 3rd mud return line mounting hole
（820）；Second sedimentation basin（9）For empty pond；4th dividing plate（10）It is fixedly mounted on the tank body（1）It is interior, and at it
In inclined tube filler sedimentation basin（11）The first outlet pipe is provided with interior one side（10-1）, and device of air is provided（10-2）；
The inclined tube filler sedimentation basin（11）Inside it is provided with inclined tube filler（11-1）；5th dividing plate（12）It is fixedly mounted on the tank
Body（1）Interior, its axis above certain altitude opening position is provided with the 4th delivery port（12-1）, the 4th delivery port（12-
1）In quartz sand filter tank（13）Side be installed with the second outlet pipe（12-2）；The quartz sand filter tank（13）It is interior
Filled with quartz sand（13-1）；6th dividing plate（14）It is fixedly mounted on the tank body（1）It is interior, its structure and the 5th dividing plate
（12）It is completely the same, it is provided with the 5th delivery port（14-1）；5th delivery port（14-1）In the 3rd sedimentation basin
（15）Side be installed with the 3rd outlet pipe（14-2）；3rd sedimentation basin（15）For empty pond；The delivery port（16）
It is arranged on the tank body（1）Right flank, it is communicated in the 3rd sedimentation basin（15）；The mud return line（17）By each
The mud return line mounting hole set on individual dividing plate is fixedly mounted on the tank body（1）It is interior, and it is in the aerobic aeration filler
Pond（5）Corresponding opening position is provided with opening（17-1）.
2. integrated sewage disposal liquid-solid separation equipment according to claim 1, it is characterised in that the aerobic aeration is filled out
Material pond（5）, and the anoxic aerating filling pond（7）The elastic filler of interior filling（520）Its diameter range is 150mm, and its is close
Spend for 2.5kg/m3, its clipping room is away from less than or equal to 180mm, a diameter of 8mm of its material selection nylon tightrope.
3. integrated sewage disposal liquid-solid separation equipment according to claim 1, it is characterised in that also including blower fan
（18）；First aerator（510）Including：First aeration house steward（511）, aerator（512）；Wherein, the aerator
（512）It is equidistantly mounted on the first aeration house steward（511）On；The first aeration house steward（511）Pass through the first control valve（513）
It is connected to blower fan（18）；Second aerator（710）Including：Second aeration house steward（711）, aerator（512）；Wherein,
The aerator（512）It is equidistantly mounted on the second aeration house steward（711）On；The second aeration house steward（711）Pass through the second control
Valve processed（712）It is connected to blower fan（18）.
4. integrated sewage disposal liquid-solid separation equipment according to claim 1, it is characterised in that the 4th dividing plate
（10）In inclined tube filler sedimentation basin（11）The first outlet pipe set on interior one side（10-1）, its delivery port position height
Less than the inclined tube filler（11-1）Floor height.
5. integrated sewage disposal liquid-solid separation equipment according to claim 1, it is characterised in that the 5th dividing plate
（12）The 4th delivery port set（12-1）In quartz sand filter tank（13）Side be fixedly mounted the second outlet pipe
（12-2）, it includes：Second outlet pipe vertical tube（12-3）, and the second outlet pipe transverse tube（12-4）；Wherein, second water outlet
Pipe transverse tube（12-4）Installed in the quartz sand filter tank（13）Bottommost, be machined with apopore thereon（12-5）.
6. integrated sewage disposal liquid-solid separation equipment according to claim 1, it is characterised in that first sedimentation basin
（3）, aerobic aeration filler pond（5）, anoxic aerating filling pond（7）, the second sedimentation basin（9）, inclined tube filler sedimentation basin（11）, quartz
Sand filtering ponds（13）, and the 3rd sedimentation basin（15）Top is correspondingly arranged on a tank body manhole（19）；The tank body manhole（19）
A diameter of 500mm, it is highly 300mm；Each of which tank body manhole（19）Configure a manhole cover（19-1）；The manhole cover（19-
1）With the tank body manhole（19）Fixed by two bolts.
7. integrated sewage disposal liquid-solid separation equipment according to claim 1, it is characterised in that also including tank body saddle
Base（20）；The tank body saddle base（20）Using glass steel material；Any two tank body saddle base（20）Between distance
No more than tank body（1）1.5 times of nominal diameter；The saddle base（20）Cornerite be not less than 120 °.
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| CN201720414270.6U CN206767877U (en) | 2017-04-19 | 2017-04-19 | Integrated sewage disposal liquid-solid separation equipment |
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| CN201720414270.6U CN206767877U (en) | 2017-04-19 | 2017-04-19 | Integrated sewage disposal liquid-solid separation equipment |
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| CN206767877U true CN206767877U (en) | 2017-12-19 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106966545A (en) * | 2017-06-06 | 2017-07-21 | 重庆四通八达管业有限公司 | Integrated sewage disposal liquid-solid separation equipment |
| CN108516613A (en) * | 2018-07-06 | 2018-09-11 | 张渝文 | A kind of catalytic oxidation type small-sized sewage treating system |
| CN109095598A (en) * | 2018-09-21 | 2018-12-28 | 江苏双辉环境科技有限公司 | A kind of sewage disposal device |
| CN110217882A (en) * | 2019-07-11 | 2019-09-10 | 西安建筑科技大学 | A kind of filler coupling denitrification device and method of rural domestic sewage treatment |
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2017
- 2017-04-19 CN CN201720414270.6U patent/CN206767877U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106966545A (en) * | 2017-06-06 | 2017-07-21 | 重庆四通八达管业有限公司 | Integrated sewage disposal liquid-solid separation equipment |
| CN108516613A (en) * | 2018-07-06 | 2018-09-11 | 张渝文 | A kind of catalytic oxidation type small-sized sewage treating system |
| CN109095598A (en) * | 2018-09-21 | 2018-12-28 | 江苏双辉环境科技有限公司 | A kind of sewage disposal device |
| CN110217882A (en) * | 2019-07-11 | 2019-09-10 | 西安建筑科技大学 | A kind of filler coupling denitrification device and method of rural domestic sewage treatment |
| CN110217882B (en) * | 2019-07-11 | 2021-10-15 | 西安建筑科技大学 | Filler coupling denitrification equipment and method for rural domestic sewage treatment |
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