CN107721065A - A kind of integrated form treatment tank - Google Patents
A kind of integrated form treatment tank Download PDFInfo
- Publication number
- CN107721065A CN107721065A CN201710899055.4A CN201710899055A CN107721065A CN 107721065 A CN107721065 A CN 107721065A CN 201710899055 A CN201710899055 A CN 201710899055A CN 107721065 A CN107721065 A CN 107721065A
- Authority
- CN
- China
- Prior art keywords
- tank
- filter
- dephosphorization
- denitrification
- outlet valve
- 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.)
- Pending
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/283—Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
- C02F2201/007—Modular design
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
- C02F3/2806—Anaerobic processes using solid supports for microorganisms
Abstract
The present invention proposes a kind of integrated form treatment tank, it is characterised in that：It includes preliminary sedimentation tank, collecting-tank, layering bio-trickling filter, denitrification filter pool, dephosphorization filter tank, the preliminary sedimentation tank, the collecting-tank, the denitrification filter pool, the dephosphorization filter tank are looped around around the layering bio-trickling filter, and sewage behind the dephosphorization filter tank successively through the preliminary sedimentation tank, the collecting-tank, the layering bio-trickling filter, the denitrification filter pool with discharging.Preliminary sedimentation tank, collecting-tank, layering bio-trickling filter, denitrification filter pool, dephosphorization filter tank are integrated into an integrated member by integrated form treatment tank provided by the present invention, are which reduced floor space, are reduced manufacturing cost, have good promotion prospect.
Description
Technical field
The present invention relates to sewage treatment area, and in particular to a kind of integrated form treatment tank.
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.Generally comprised using the sewage disposal system of biochemical processing method
The components such as preliminary sedimentation tank, layering bio-trickling filter, but because these components are distributed structure, cause whole sewage disposal system
Floor space is big, and manufacturing cost is high, it is difficult to promotes the use of.
The content of the invention
In order to solve the above technical problems, the present invention proposes a kind of integrated form treatment tank, its concrete technical scheme is such as
Under：
A kind of integrated form treatment tank, it includes preliminary sedimentation tank, collecting-tank, is layered bio-trickling filter, denitrification filter pool, removes
Phosphorus filter tank, the preliminary sedimentation tank, the collecting-tank, the denitrification filter pool, the dephosphorization filter tank are looped around the layering biology drop
Around filter tank, sewage is successively through the preliminary sedimentation tank, the collecting-tank, the layering bio-trickling filter, the denitrification filter pool
With being discharged behind the dephosphorization filter tank.
As a further improvement on the present invention, the side wall of the preliminary sedimentation tank is provided with the first water intaking valve and the first outlet valve,
Vertical Johnson Net is provided with the preliminary sedimentation tank, wherein：First water intaking valve is through pipeline communication to the Johnson Net
Inner chamber, first outlet valve connect the preliminary sedimentation tank and the collecting-tank.
As a further improvement on the present invention, the bottom of the collecting-tank is provided with the first elevator pump, first elevator pump
On be connected with the first riser tubing, is provided with bio-trickling layer, the top of the bio-trickling layer in the layering bio-trickling filter
Provided with water-distributing device；One end of first riser tubing connects with the elevator pump, the other end of first riser tubing
Extend to the top of the layering bio-trickling filter and connected with the water-distributing device.
As a further improvement on the present invention, the bottom of the layering bio-trickling filter is provided with the second elevator pump, and described the
The second riser tubing is connected with two elevator pumps；Horizontal first partition, the first partition are provided with the denitrification filter pool
On be equipped with several denitrification posts being vertically arranged, the upper end of the denitrification post protrudes the upper surface of the first partition,
The lower end of the denitrification post remains with gap with the bottom of the denitrification filter pool；One end of second riser tubing and institute
The connection of the second elevator pump is stated, the other end of the riser tubing through the first partition and extends to the denitrification filter pool
Bottom.
As a further improvement on the present invention, the denitrification post is the tubular structure of upper and lower opening, and it is filled with anti-
Nitrify filler.
As a further improvement on the present invention, the side wall of the denitrification filter pool is provided with the second outlet valve, and described second
Outlet valve is higher by the upper surface of the first partition, and second outlet valve connects the denitrification filter pool and dephosphorization filter
Pond；Horizontal second partition is provided with the dephosphorization filter tank, the dephosphorization filter cylinder being vertically arranged, institute are equipped with the second partition
The upper end for stating dephosphorization filter cylinder protrudes the upper surface of the second partition, the bottom of the lower end of the dephosphorization filter cylinder and the dephosphorization filter tank
Portion maintains gap, and the side wall in the dephosphorization filter tank is provided with the 3rd outlet valve, the 3rd outlet valve be higher by described second every
The upper surface of plate；Through hole is equipped with the second partition, the upper surface of the second partition is connected with vertical baffle plate, described
The left and right sides of baffle plate is closely connected with the side wall in the dephosphorization filter tank, and the through hole is located at the side of the baffle plate, described to remove
Phosphorus filter cylinder is located at the opposite side of the baffle plate with the 3rd outlet valve；Second outlet valve be located at the through hole just on
Side, the upper end of the baffle plate is higher than second outlet valve and the 3rd outlet valve.
As a further improvement on the present invention, the dephosphorization filter cylinder is the tubular structure of upper and lower opening, and its interior is provided with is laminated
Lattice coral plate, be filled with dephosphorization filler between adjacent lattice coral plate.
It can be seen that compared with prior art, integrated form treatment tank provided by the present invention by preliminary sedimentation tank, collecting-tank, point
Layer bio-trickling filter, denitrification filter pool, dephosphorization filter tank are integrated into an integrated member, which reduce floor space, reduce system
This is caused, there is good promotion prospect.
Brief description of the drawings
Fig. 1 is the structural representation of the invention in a specific embodiment；
Fig. 2 is the A-A sectional views in Fig. 1；
Fig. 3 is the B-B sectional views in Fig. 1；
Fig. 4 is the C-C sectional views in Fig. 1.
Embodiment
In order to facilitate the understanding of the purposes, features and advantages of the present invention, it is below in conjunction with the accompanying drawings and specific real
Applying mode, the present invention is further detailed explanation.
As shown in figure 1, in a specific embodiment, integrated form treatment tank provided by the invention include preliminary sedimentation tank 1,
Collecting-tank 2, layering bio-trickling filter 3, denitrification filter pool 4, dephosphorization filter tank 5.
In the present embodiment, the overall structure of the integrated form treatment tank is the glass fibre reinforced plastic structure of square shape, institute
State layering bio-trickling filter 3 and be arranged to columnar structured, it is located at the center of the integrated form treatment tank.It is described first
Heavy pond 1, the collecting-tank 2, the denitrification filter pool 4, the dephosphorization filter tank 5 are then looped around the layering bio-trickling filter 3
Around.Sewage successively through the preliminary sedimentation tank 1, the collecting-tank 2, it is described layering bio-trickling filter 3, the denitrification filter pool 4 with
Discharged behind the dephosphorization filter tank 5.
Wherein：
The preliminary sedimentation tank 1 can tentatively remove the bulky grain sludge in decontaminated water, realize preliminary filtering.
The layering bio-trickling filter 3 carries out bio-trickling processing to sewage, except some harmful biochemistry in decontaminated water
Composition.
The denitrification filter pool 4 reduces the ammonia-nitrogen content in sewage by denitrification.
The dephosphorization filter tank 5 is then used to reduce the phosphorus content in sewage.
As shown in Fig. 2 the side wall of the preliminary sedimentation tank 1 is provided with the first water intaking valve 1 and the first outlet valve 13.The preliminary sedimentation tank
Be provided with vertical Johnson Net 12 in 1, first water intaking valve 11 through pipeline communication to the inner chamber of the Johnson Net 12, it is described
First outlet valve 13 connects the preliminary sedimentation tank 1 and the collecting-tank 2.
Outside treatment sewage enters to the inside of the Johnson Net 12 through the first water intaking valve 11 and pipeline, but from
Grid outflow in the side wall of Johnson Net 12, bulky grain sludge components therein are intercepted by Johnson Net 12.Described in opening
First outlet valve 13, the sewage through tentatively filtering are flowed into the collecting-tank 2.
As shown in figure 3, the bottom of the collecting-tank 2 is provided with the first elevator pump 21, it is connected with first elevator pump 21
First riser tubing 22.Bio-trickling layer 33 is provided with the layering bio-trickling filter 3, the top of the bio-trickling layer 33 is set
There is water-distributing device 34.One end of first riser tubing 22 connects with the elevator pump 21, first riser tubing 22
The other end extends to the top of the layering bio-trickling filter 3 and connected with the water-distributing device 34.
First elevator pump 21 is through first riser tubing 22 by the sewage lifting in the collecting-tank 2 to the cloth
Water installations 34, the water-distributing device 34 uniformly plant sewage.Sewage reaches the layering biology after flowing through bio-trickling layer 33
The bottom of trickling filter 3, in the process, some harmful biochemical compositions in sewage are by the microbial digestion in bio-trickling layer 33
Filter out.
With continued reference to shown in Fig. 3, the bottom of the layering bio-trickling filter 3 is provided with the second elevator pump 31, and described second carries
Rise and be connected with the second riser tubing 32 on pump 31.Be provided with horizontal first partition 42 in the denitrification filter pool 4, described first every
Several vertical denitrification posts 41 are equipped with plate 42, the upper end of the denitrification post 41 protrudes the upper of the first partition 42
Surface, the lower end of the denitrification post 41 and the bottom of the denitrification filter pool 4 remain with gap.Second riser tubing 32
One end connected with second elevator pump 31, the other end of the riser tubing 32 is through the first partition 42 and extends to
The bottom of the denitrification filter pool 4.
In the present embodiment, reflux line 35, one end of the reflux line 35 are connected with second riser tubing 32
Connected with second riser tubing 32, the other end connects with the water-distributing device 34.Second riser tubing 32 and described
Water control valve is equipped with reflux line 35.When opening the water control valve on second riser tubing 32, sewage can enter institute
State in denitrification filter pool 4；When opening the water control valve on the reflux line 35, sewage is through the reflux line 35, the cloth
Water installations 34 are back in the layering bio-trickling filter 3, receive bio-trickling again.Certainly, by controlling two water control valves
Opening and closing degree, the shunt ratio of sewage can be flexibly set.
The denitrification post 41 is the tubular structure of upper and lower opening, and it is filled with denitrification filler.The denitrification is filled out
Completed in material rich in heterotroph microorganism, these microorganisms can be by the nitrate in sewage or nitrate reductase into gaseous state
Nitrogen, so as to reduce the ammonia-nitrogen content in sewage.Specifically：When the water control valve on second riser tubing 32 is in open mode
When.Second elevator pump 31 through second riser tubing 32 by the sewage lifting of layering bio-trickling filter 3 bottom extremely
In the denitrification filter pool 4.After sewage is full of the receiving space of the lower section of first partition 42, in second riser tubing 32
Under compressing, sewage is flowed into the inner chamber of the denitrification post 41 from the bottom of the denitrification post 41, and finally from the anti-nitre
The top for changing post 41 is spilled over to the upper surface of the first partition 42, so as to realize that denitrification filters.
As shown in figure 4, the side wall of the denitrification filter pool 4 is provided with the second outlet valve 43, second outlet valve 43 is high
Go out the upper surface of the first partition 42, second outlet valve 43 connects the denitrification filter pool 4 and the dephosphorization filter tank 5.
Horizontal second partition 52 is provided with the dephosphorization filter tank 5, dephosphorization filter cylinder 51 is equipped with the second partition 52,
The dephosphorization filter cylinder 51 is the tubular structure of upper and lower opening, and the lattice coral plate of stacking is provided with it, is filled between adjacent lattice coral plate
The dephosphorization fillers such as sulphur powder, activated carbon.
The upper end of the dephosphorization filter cylinder 51 protrudes the upper surface of the second partition 52, the lower end of the dephosphorization filter cylinder 51 with
The bottom in the dephosphorization filter tank 5 maintains gap, and the side wall in the dephosphorization filter tank 5 is provided with the 3rd outlet valve 54, and the described 3rd
Outlet valve 54 is higher by the upper surface of the second partition 52.
Through hole 55 is equipped with the second partition 52, the upper surface of the second partition 52 is connected with vertical baffle plate
53, the left and right sides of the baffle plate 53 is closely connected with the side wall in the dephosphorization filter tank 5, and the through hole 55 is located at the baffle plate 53
Side, the dephosphorization filter cylinder 51 and the 3rd outlet valve 54 are located at the opposite side of the baffle plate 53, second outlet valve
43 are located at the surface of the through hole 55.
Open second outlet valve 43, the sewage in the denitrification filter pool 4 is through second outlet valve 43, described logical
Hole 55 flow to the receiving space of the lower section of the second partition 52.When the receiving of lower section of the sewage full of the second partition 52 is empty
Between when, sewage will be spilled over to the top of second partition 52 from the through hole 55.
At the same time, the dephosphorization filter cylinder 51 is entered according to law of connected vessels, bottom of the sewage through the dephosphorization filter cylinder 51
Inner chamber in, and the upper surface of the second partition 52 is finally spilled over to from the top of the dephosphorization filter cylinder 51, so as to realize phosphorus
Change filtering.Now, the 3rd outlet valve 54 is opened, the sewage after can phosphatization be filtered exports the dephosphorization filter tank 5.
It can be seen that integrated form treatment tank provided by the present invention by preliminary sedimentation tank 1, collecting-tank 2, layering bio-trickling filter 3,
Denitrification filter pool 4, dephosphorization filter tank 5 are integrated into an integrated member, which reduce floor space, reduce manufacturing cost, have
Good promotion prospect.
The description with certain particularity detailed enough has been carried out to the present invention above.Ordinary skill in art
Personnel are it should be understood that what the description in embodiment was merely exemplary, before without departing from true spirit and scope of the present invention
Put make it is all change should all belong to protection scope of the present invention.Scope of the present invention is by described power
What sharp claim was defined, rather than limited by foregoing description in embodiment.
Claims (7)
- A kind of 1. integrated form treatment tank, it is characterised in that：It includes preliminary sedimentation tank, collecting-tank, layering bio-trickling filter, anti-nitre Change filter tank, dephosphorization filter tank, the preliminary sedimentation tank, the collecting-tank, the denitrification filter pool, the dephosphorization filter tank are looped around described point Around layer bio-trickling filter, sewage is successively through the preliminary sedimentation tank, collecting-tank, the layering bio-trickling filter, described anti- Filter tank is nitrified with being discharged behind the dephosphorization filter tank.
- 2. integrated form treatment tank as claimed in claim 1, it is characterised in that：The side wall of the preliminary sedimentation tank is provided with first Water intaking valve and the first outlet valve, the preliminary sedimentation tank is interior to be provided with vertical Johnson Net, wherein：First water intaking valve connects through pipeline The inner chamber of the Johnson Net is passed to, first outlet valve connects the preliminary sedimentation tank and the collecting-tank.
- 3. integrated form treatment tank as claimed in claim 1, it is characterised in that：The bottom of the collecting-tank carries provided with first Pump is risen, the first riser tubing is connected with first elevator pump, bio-trickling layer, institute are provided with the layering bio-trickling filter The top for stating bio-trickling layer is provided with water-distributing device；One end of first riser tubing connects with the elevator pump, and the other end of first riser tubing extends to described It is layered the top of bio-trickling filter and is connected with the water-distributing device.
- 4. integrated form treatment tank as claimed in claim 1, it is characterised in that：The bottom of the layering bio-trickling filter is provided with the second elevator pump, and the second riser is connected with second elevator pump Road；Horizontal first partition is provided with the denitrification filter pool, be equipped with the first partition several be vertically arranged it is anti- Nitrify post, the upper end of the denitrification post protrudes the upper surface of the first partition, the lower end of the denitrification post with it is described anti- The bottom in nitrification filter tank remains with gap；One end of second riser tubing connects with second elevator pump, and the other end of the riser tubing is through described the One dividing plate and the bottom for extending to the denitrification filter pool.
- 5. integrated form treatment tank as claimed in claim 4, it is characterised in that：The denitrification post is the tubular structure of upper and lower opening, and it is filled with denitrification filler.
- 6. integrated form treatment tank as claimed in claim 4, it is characterised in that：The side wall of the denitrification filter pool is provided with the second outlet valve, and second outlet valve is higher by the upper table of the first partition Face, second outlet valve connect the denitrification filter pool and the dephosphorization filter tank；Horizontal second partition is provided with the dephosphorization filter tank, the dephosphorization filter cylinder being vertically arranged is equipped with the second partition, The upper end of the dephosphorization filter cylinder protrudes the upper surface of the second partition, the lower end of the dephosphorization filter cylinder and the dephosphorization filter tank Bottom maintains gap, and the side wall in the dephosphorization filter tank is provided with the 3rd outlet valve, and the 3rd outlet valve is higher by described second The upper surface of dividing plate；Through hole is equipped with the second partition, the upper surface of the second partition is connected with vertical baffle plate, the baffle plate The left and right sides is closely connected with the side wall in the dephosphorization filter tank, and the through hole is located at the side of the baffle plate, the dephosphorization filter cylinder It is located at the opposite side of the baffle plate with the 3rd outlet valve；Second outlet valve is located at the surface of the through hole, and the upper end of the baffle plate is higher than second outlet valve and described 3rd outlet valve.
- 7. integrated form treatment tank as claimed in claim 6, it is characterised in that：The dephosphorization filter cylinder is the cylinder of upper and lower opening Shape structure, the lattice coral plate of stacking is provided with it, dephosphorization filler is filled between adjacent lattice coral plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710899055.4A CN107721065A (en) | 2017-09-28 | 2017-09-28 | A kind of integrated form treatment tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710899055.4A CN107721065A (en) | 2017-09-28 | 2017-09-28 | A kind of integrated form treatment tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107721065A true CN107721065A (en) | 2018-02-23 |
Family
ID=61208373
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710899055.4A Pending CN107721065A (en) | 2017-09-28 | 2017-09-28 | A kind of integrated form treatment tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107721065A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109319926A (en) * | 2018-10-25 | 2019-02-12 | 陈春虹 | A kind of domestic sewage processing system |
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| CN202099163U (en) * | 2011-05-26 | 2012-01-04 | 上海交通大学 | Combined layering biological filter for sewage treatment |
| CN204174040U (en) * | 2014-03-17 | 2015-02-25 | 上海净淼环境科技有限公司 | A kind of sequence batch (absorption aerating filter device |
| CN205222934U (en) * | 2015-10-30 | 2016-05-11 | 浙江大湖环境科技有限公司 | Integrated domestic sewage treatment system |
| CN106976971A (en) * | 2017-04-24 | 2017-07-25 | 江苏大湖环境工程有限公司 | Integrated effluent disposal system |
| CN107010713A (en) * | 2017-04-24 | 2017-08-04 | 江苏大湖环境工程有限公司 | Integrated sewage treating apparatus |
| CN207468412U (en) * | 2017-09-28 | 2018-06-08 | 江苏大湖环境工程有限公司 | A kind of integrated form treatment tank |
-
2017
- 2017-09-28 CN CN201710899055.4A patent/CN107721065A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102020395A (en) * | 2009-09-11 | 2011-04-20 | 上海浩为环境工程有限公司 | Decentralized sewage treatment method |
| CN202072582U (en) * | 2011-03-07 | 2011-12-14 | 山东十方圆通环保有限公司 | Dephosphorization and denitrification waste-water treatment standard discharge integrated equipment |
| CN202099163U (en) * | 2011-05-26 | 2012-01-04 | 上海交通大学 | Combined layering biological filter for sewage treatment |
| CN204174040U (en) * | 2014-03-17 | 2015-02-25 | 上海净淼环境科技有限公司 | A kind of sequence batch (absorption aerating filter device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109319926A (en) * | 2018-10-25 | 2019-02-12 | 陈春虹 | A kind of domestic sewage processing system |
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