CN207046934U - Integrated sewage treating apparatus - Google Patents
Integrated sewage treating apparatus Download PDFInfo
- Publication number
- CN207046934U CN207046934U CN201720431820.5U CN201720431820U CN207046934U CN 207046934 U CN207046934 U CN 207046934U CN 201720431820 U CN201720431820 U CN 201720431820U CN 207046934 U CN207046934 U CN 207046934U
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- CN
- China
- Prior art keywords
- sedimentation tank
- preliminary sedimentation
- bottom plate
- treating apparatus
- trickling filter
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The utility model proposes integrated sewage water disposal plant, it includes preliminary sedimentation tank, layering bio-trickling filter and precipitation separate tank, the preliminary sedimentation tank, the precipitation separate tank are separately positioned on side before and after layering bio-trickling filter, an integrated member is formed, sewage discharges after the preliminary sedimentation tank, layering bio-trickling filter, the precipitation separate tank successively.Each scattered component integration into an integrated member, is reduced floor space, reduces manufacturing cost by the utility model, easy to utilize.
Description
Technical field
It the utility model is related to sewage treatment area, and in particular to a kind of integrated sewage treating apparatus.
Background technology
Sewage disposal is the main task of environmental project, and relevant treatment technique has a lot, general all using biochemistry both at home and abroad
Method handles sanitary sewage, because the biodegradability of sewage is strong.Wherein, using the sewage treatment process of layering bio-trickling technology
It is a kind of relatively good method for the treatment of effect.
Preliminary sedimentation tank, layering bio-trickling filter and precipitation are generally comprised using the sewage disposal system of layering bio-trickling technology
The components such as pond, but because these components are distributed structure, cause whole sewage disposal system floor space big, manufacturing cost
It is high, it is difficult to promote the use of.
Utility model content
In order to solve the above technical problems, the utility model proposes a kind of integrated sewage treating apparatus, its particular technique
Scheme is as follows：
A kind of integrated sewage treating apparatus, it includes preliminary sedimentation tank, layering bio-trickling filter and precipitation separate tank, described first
Heavy pond, the precipitation separate tank are separately positioned on side before and after layering bio-trickling filter, form an integrated member, sewage passes through successively
Discharged after crossing the preliminary sedimentation tank, layering bio-trickling filter, the precipitation separate tank.
As further improvement of the utility model, the side wall of the preliminary sedimentation tank is provided with the first water inlet and positioned at described
The first delivery port above first water inlet, first delivery port connect the preliminary sedimentation tank and the layering bio-trickling filter；
The bottom of the layering bio-trickling filter is connected by first circulation pump and the first pipeline with the top of the precipitation separate tank；Institute
The top for stating the side wall of precipitation separate tank is provided with the second delivery port.
As further improvement of the utility model, the bottom of the preliminary sedimentation tank is provided with the first mud discharging mouth, the precipitation point
Bottom from pond is provided with the second mud discharging mouth.
As further improvement of the utility model, processing framework, the processing are provided with the layering bio-trickling filter
Framework includes the lattice coral plate of stacking, and filler is filled between adjacent grid plate.
As further improvement of the utility model, the top of the processing framework is provided with water distribution system, the cloth water system
System is connected by second circulation pump and second pipe with the bottom of the layering bio-trickling filter.
As further improvement of the utility model, inside the preliminary sedimentation tank between the first water inlet and the first delivery port
Provided with effluent weir, formed with supernatant collection groove, the delivery port and institute between the inwall of the effluent weir and the preliminary sedimentation tank
State the connection of supernatant collection groove；Flying height, the effluent weir are maintained between the inwall of the effluent weir and the preliminary sedimentation tank
It can be fluctuated between the water inlet and the delivery port.
As further improvement of the utility model, the effluent weir includes bottom plate and is vertically connected on the bottom plate
Mud guard, wherein：Formed with through hole, the periphery of the mud guard and the bottom plate maintains the between at the middle part of the bottom plate
Maintain the second spacing between the inner edge of one spacing, the mud guard and the bottom plate, the shape of the bottom plate with it is described just
The shape of cross section in heavy pond matches, and the size of the bottom plate is less than the cross sectional dimensions of the preliminary sedimentation tank, to cause the bottom
The periphery of plate maintains the flying height along between the inwall of the preliminary sedimentation tank；The mud guard, the bottom plate and described
The inwall of preliminary sedimentation tank surrounds the supernatant collection groove circlewise.
As further improvement of the utility model, the top of first water inlet is set close to first water inlet
There is lower limit ring, the lower section of first delivery port is provided with upper limit ring close to first water outlet, and the bottom plate is only capable of
Fluctuated between the lower limit ring and the upper limit ring.
As further improvement of the utility model, the top of the mud guard is laciniation.
As further improvement of the utility model, the preliminary sedimentation tank is cube structure, and the bottom plate is " returning " shape shape
Shape, the small 5-10mm of the length of side of the cross section of preliminary sedimentation tank described in the side ratio of the bottom plate.、
It is of the present utility model to have technical effect that：The utility model is by each scattered component integration into an overall structure
Part, reduce floor space, reduce manufacturing cost, it is easy to utilize.
Brief description of the drawings
Fig. 1 is the structural representation of the present utility model in a specific embodiment；
Fig. 2 is the top view of the effluent weir in Fig. 1 embodiments；
Fig. 3 is the right view of the effluent weir in Fig. 1 embodiments.
Embodiment
To enable above-mentioned purpose of the present utility model, feature and advantage more obvious understandable, below in conjunction with the accompanying drawings and tool
Body embodiment is described in further detail to the utility model.
As shown in figure 1, in a specific embodiment, the utility model proposes integrated sewage treating apparatus, including
Preliminary sedimentation tank 1, layering bio-trickling filter 2 and precipitation separate tank 3, the preliminary sedimentation tank 1, the precipitation separate tank 3 are separately positioned on point
Layer bio-trickling filter 2 before and after side, formed an integrated member, sewage successively by the preliminary sedimentation tank 1, layering bio-trickling filter 2,
Discharged after the precipitation separate tank 3.Wherein：The preliminary sedimentation tank 1 is used to carry out preliminary sedimentation processing to sewage, therein to remove
Bulky grain sludge；The layering bio-trickling filter 2 carries out being layered biochemistry filtered processing to sewage；The precipitation separate tank 3 is to dirt
Water carries out further precipitation process, to remove residual sludge therein.
In the present embodiment, the side wall of the preliminary sedimentation tank 1 is provided with the first water inlet 11 and positioned at first water inlet 11
First delivery port 12 of top, first delivery port 12 connect the preliminary sedimentation tank 1 and the layering bio-trickling filter 2；It is described
The bottom for being layered bio-trickling filter 2 is connected by the pipeline 24 of first circulation pump 23 and first with the top of the precipitation separate tank 3；
The top of the side wall of the precipitation separate tank 3 is provided with the second delivery port 31.
Sewage enters in preliminary sedimentation tank 1 from the first water inlet 11, and under gravity, the bulky grain pollution in sewage is sunk
To preliminary sedimentation tank 1, supernatant rises to the top of preliminary sedimentation tank 1 and entered through the first delivery port 12 in the layering bio-trickling filter 2；
Sewage after layered bio-trickling filter 2 is handled is promoted to the precipitation separate tank 3 through the pipeline 24 of first circulation pump 23 and first
Interior progress further precipitation separation, residual sludge therein drop to the bottom of precipitation separate tank 3, and supernatant goes out from described second
Flow out the precipitation separate tank 3 in the mouth of a river 31.
In the present embodiment, the bottom of the preliminary sedimentation tank 1 is provided with the first mud discharging mouth 13, and the bottom of the precipitation separate tank 3 is set
There is the second mud discharging mouth 32.Through first mud discharging mouth 13 and second mud discharging mouth 32, preliminary sedimentation tank 1, precipitation can be periodically exported
The sludge of the bottom of separate tank 3.
In the present embodiment, processing framework 21 is provided with the layering bio-trickling filter 2, the processing framework 21 includes stacking
Lattice coral plate, be filled with filler between adjacent grid plate.After sewage enters the top of layering bio-trickling filter 2, from the lattice of stacking
The filler of coral plate is concentrated to the bottom of layering bio-trickling filter 2 after filtering in layer.Wherein：The filler by lime, cement,
The construction materials such as flyash, gypsum, aluminium powder cream by autoclave at high temperature apparatus and process or using including steam pressure other are various
The porous aggregate that technique sintering forms.
In the present embodiment, the top of the processing framework 21 is provided with water distribution system 22, and the water distribution system follows by second
Ring pump 25 and second pipe 26 connect with the bottom of the layering bio-trickling filter 2.Sewage after biochemistry filtered is through second
Circulating pump 25 and second pipe 26 are back to the top of processing framework 21 after being lifted, then uniformly fall into processing through water distribution system 22
Framework 21, filled layer filtering is to realize that circulation is biochemistry filtered again, to lift filter effect.
In some applications, substantial amounts of mud scum be present on the liquid level of the sewage in preliminary sedimentation tank 1, in order to prevent mud scum with first
Supernatant in heavy pond 1 enters layering bio-trickling filter 2 from preliminary sedimentation tank 1, as a preferred embodiment, in the present embodiment,
Effluent weir 14 is provided with inside the preliminary sedimentation tank 1 between the first water inlet 11 and the first delivery port 12.
As shown in Fig. 2 in the present embodiment, the effluent weir 14 includes bottom plate 14a and is vertically connected on the bottom plate 14a
Mud guard 14b, wherein：The middle part of the bottom plate 14a is formed with through hole 14c, the mud guard 14b and the bottom plate 14a
Periphery maintains the second spacing along the first spacing, the mud guard 14b and bottom plate 14a inner edge is maintained.Mud guard
14b, bottom plate 14a and the preliminary sedimentation tank 1 inwall surround the supernatant collection groove 17 to form the ring-type connected with delivery port 4.Institute
State the substantially described mud guard 14b of height of collecting tank 17 height, the size of substantially described first spacing of its width.
The shape of the bottom plate 14a and the shape of cross section of the preliminary sedimentation tank 1 match, and the size of the bottom plate 14a is small
In the cross sectional dimensions of the preliminary sedimentation tank 1, to cause the periphery of the bottom plate 14a to be protected along between the inwall of the preliminary sedimentation tank 1
Hold flying height.
Because bottom plate 14a periphery remains with flying height before along the inwall with preliminary sedimentation tank 1, therefore effluent weir 14 can
As the liquid level in preliminary sedimentation tank 1 realizes fluctuating on vertical direction, so as to realize the in the vertical direction of effluent weir 14 from
Dynamic position adjustments.
Please continue to refer to Fig. 1, if the bottom plate 14a of effluent weir 14 is less than the first water inlet 11, sewage may be passed through directly
The first water inlet 11 is crossed to enter in supernatant collection groove 17, and if the bottom plate 14a of effluent weir 14 is higher than the first delivery port 12, then
Mud scum on liquid level can be flowed out to through the first delivery port 12 in the layering bio-trickling filter 2.Therefore, it is preferred real as one
Apply example, in the present embodiment, the top of first water inlet 11 is provided with lower limit ring 15, institute at first water inlet 11
The lower section for stating the first delivery port 12 is provided with upper limit ring 16, the bottom plate of the effluent weir 14 at first delivery port 12
14a is only capable of fluctuating between the lower limit ring 15 and the upper limit ring 16, so as to ensure that effluent weir 14 is in all the time
Effective working condition.
In the present embodiment, the operation principle of preliminary sedimentation tank 1 is as follows：Sewage enters in preliminary sedimentation tank 1 from the first water inlet 11, in weight
In the presence of power, bulky grain sludge is settled down to downwards the bottom of preliminary sedimentation tank 1, and supernatant rises and enters institute through the through hole 14c
State in effluent weir 14, be then spilled over to from mud guard 14b upper end in the upper supernatant collection groove 17, finally from the first water outlet
Mouth 12 is flowed into layering bio-trickling filter 2.
As a preferred embodiment, as shown in figure 3, in the present embodiment, the top of the mud guard 14b is zigzag knot
Structure.Gap between adjacent saw-tooth has good guide functions, and it enables supernatant to be smoothly spilled over to supernatant collection
In groove 17, while filtering barrier effect is produced to mud scum, and can effectively prevent mud scum from entering in supernatant collection groove 17.
In the utility model, the cross section of preliminary sedimentation tank 1 is conformality, accordingly, as shown in Fig. 2 the bottom plate 14a of effluent weir 14
For " returning " shape shape.Specific in the present embodiment, the small 5- of the length of side of the cross section of preliminary sedimentation tank 1 described in bottom plate 14a side ratio
10mm.Therefore, the flying height between the inwall of bottom plate 14a and preliminary sedimentation tank 1 is no more than 10mm, and the mud scum on liquid level is difficult to through institute
Flying height is stated to flow upwardly into supernatant collecting tank 17.
The description with certain particularity detailed enough has been carried out to the utility model above.It is common in art
It is to be understood by the skilled artisans that what the description in embodiment was merely exemplary, without departing from true spirit of the present utility model and
All changes are made on the premise of scope should all belong to the scope of protection of the utility model.The utility model is claimed
Scope is defined by described claims, rather than is limited by the foregoing description in embodiment.
Claims (10)
1. integrated sewage treating apparatus, it is characterised in that：It includes preliminary sedimentation tank, layering bio-trickling filter and precipitation separate tank,
The preliminary sedimentation tank, the precipitation separate tank are separately positioned on side before and after layering bio-trickling filter, form an integrated member, sewage
Discharged successively after the preliminary sedimentation tank, layering bio-trickling filter, the precipitation separate tank.
2. integrated sewage treating apparatus as claimed in claim 1, it is characterised in that：
The side wall of the preliminary sedimentation tank is provided with the first water inlet and the first delivery port above first water inlet, described
First delivery port connects the preliminary sedimentation tank and the layering bio-trickling filter；
The bottom of the layering bio-trickling filter is by first circulation pump and the first pipeline with connecting at the top of the precipitation separate tank
It is logical；
The top of the side wall of the precipitation separate tank is provided with the second delivery port.
3. integrated sewage treating apparatus as claimed in claim 1, it is characterised in that：The bottom of the preliminary sedimentation tank is provided with first
Mud discharging mouth, the bottom of the precipitation separate tank are provided with the second mud discharging mouth.
4. integrated sewage treating apparatus as claimed in claim 1, it is characterised in that：It is provided with the layering bio-trickling filter
Framework is handled, the processing framework includes the lattice coral plate of stacking, filler is filled between adjacent grid plate.
5. integrated sewage treating apparatus as claimed in claim 4, it is characterised in that：The top of the processing framework is provided with cloth
Water system, the water distribution system are connected by second circulation pump and second pipe with the bottom of the layering bio-trickling filter.
6. integrated sewage treating apparatus as claimed in claim 1, it is characterised in that：It is described just heavy
Effluent weir, the inwall of the effluent weir and the preliminary sedimentation tank are provided with inside pond between the first water inlet and the first delivery port
Between connected formed with supernatant collection groove, the delivery port with the supernatant collection groove；
Flying height is maintained between the inwall of the effluent weir and the preliminary sedimentation tank, the effluent weir can be in the water inlet
Fluctuated between the delivery port.
7. integrated sewage treating apparatus as claimed in claim 6, it is characterised in that：The effluent weir is including bottom plate and vertically
The mud guard being connected on the bottom plate, wherein：
Formed with through hole, the periphery of the mud guard and the bottom plate maintains the first spacing between at the middle part of the bottom plate,
The second spacing, the shape of the bottom plate and the horizontal stroke of the preliminary sedimentation tank are maintained between the inner edge of the mud guard and the bottom plate
Cross sectional shape matches, and the size of the bottom plate is less than the cross sectional dimensions of the preliminary sedimentation tank, to cause the periphery of the bottom plate
The flying height is maintained along between the inwall of the preliminary sedimentation tank；
The inwall of the mud guard, the bottom plate and the preliminary sedimentation tank surrounds the supernatant collection groove circlewise.
8. integrated sewage treating apparatus as claimed in claim 7, it is characterised in that：The top of first water inlet is close
First water inlet is provided with lower limit ring, and the lower section of first delivery port is provided with the upper limit close to first water outlet
Position ring, the bottom plate are only capable of fluctuating between the lower limit ring and the upper limit ring.
9. integrated sewage treating apparatus as claimed in claim 7, it is characterised in that：The top of the mud guard is zigzag
Structure.
10. integrated sewage treating apparatus as claimed in claim 7, it is characterised in that：The preliminary sedimentation tank is cube structure,
The bottom plate is " returning " glyph shape, the small 5-10mm of the length of side of the cross section of preliminary sedimentation tank described in the side ratio of the bottom plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720431820.5U CN207046934U (en) | 2017-04-24 | 2017-04-24 | Integrated sewage treating apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720431820.5U CN207046934U (en) | 2017-04-24 | 2017-04-24 | Integrated sewage treating apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207046934U true CN207046934U (en) | 2018-02-27 |
Family
ID=61489804
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720431820.5U Expired - Fee Related CN207046934U (en) | 2017-04-24 | 2017-04-24 | Integrated sewage treating apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207046934U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107010713A (en) * | 2017-04-24 | 2017-08-04 | 江苏大湖环境工程有限公司 | Integrated sewage treating apparatus |
-
2017
- 2017-04-24 CN CN201720431820.5U patent/CN207046934U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107010713A (en) * | 2017-04-24 | 2017-08-04 | 江苏大湖环境工程有限公司 | Integrated sewage treating apparatus |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180227 Termination date: 20200424 |