CN209161766U - Sewage-treating reactor - Google Patents
Sewage-treating reactor Download PDFInfo
- Publication number
- CN209161766U CN209161766U CN201821706276.1U CN201821706276U CN209161766U CN 209161766 U CN209161766 U CN 209161766U CN 201821706276 U CN201821706276 U CN 201821706276U CN 209161766 U CN209161766 U CN 209161766U
- Authority
- CN
- China
- Prior art keywords
- sewage
- area
- diposal area
- pond body
- treating reactor
- 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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Links
- 239000010865 sewage Substances 0.000 claims abstract description 115
- 239000012530 fluid Substances 0.000 claims abstract description 4
- 239000000945 filler Substances 0.000 claims description 10
- 238000005276 aerator Methods 0.000 claims description 9
- 238000001914 filtration Methods 0.000 claims description 5
- 238000007599 discharging Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 18
- 238000012545 processing Methods 0.000 abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 19
- 239000010802 sludge Substances 0.000 description 13
- 238000005345 coagulation Methods 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 3
- 239000003344 environmental pollutant Substances 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 231100000719 pollutant Toxicity 0.000 description 3
- 230000001376 precipitating effect Effects 0.000 description 3
- 239000008213 purified water Substances 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000014759 maintenance of location Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000012993 chemical processing Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 239000000706 filtrate Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 230000007062 hydrolysis Effects 0.000 description 1
- 238000006460 hydrolysis reaction Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000013618 particulate matter Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- -1 semi soft packing Substances 0.000 description 1
- 239000010801 sewage sludge Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model relates to sewage treatment fields, disclose a kind of sewage-treating reactor.Center pond body is provided at the intracorporal center in pond, the outside socket of center pond body is provided with sewage diposal area, forms drainage area on the wall on the outside of the sewage diposal area, and center pond body, sewage diposal area and drainage area are sequentially communicated along fluid flow direction.Using above-mentioned sewage-treating reactor, entire treatment process is integrated in a set of processing consersion unit, it is vdiverse in function, substantially reduce the time of sewage treatment, improve treatment effeciency, it reduces the cost of sewage treatment and facilitates administrative staff to observe the form of sewage treatment and adjust Managed Solution in time, while reducing the occupied area of sewage-treating reactor.
Description
Technical field
The utility model relates to sewage treatment fields, more particularly to a kind of sewage-treating reactor.
Background technique
Sewage treatment makes water quality reach certain use standard after referring to the measures such as the physics taken, chemistry processing water.It is dirty
The purpose of water process is to improve water quality, enables to reach certain water standard.Currently, mainly by the way that sewage is passed through sewage
Sewage is handled after treatment reactor.For the characteristic of pollutants different in sewage, during handling sewage, according to
It is a variety of can be substantially divided into physics water treating method, Water Treatment method, biological water treating method etc. for the difference of action principle.Physics
Processing sewage refers to through physical action separation, recycling waste water, undissolved pollutant (including the oil in suspended state in sewage
Film and oil droplet etc.), finally it is purified water.Physical treatment is usually directed to precipitating sludge.Chemical processing effluent refers to using not
Certain specific pollutants in same medicament and sewage form chemical reaction, are purified water.Chemical treatment is usually directed to
Coagulation sludge.Biological treatment of sewage, which refers to using microorganism, to be adsorbed, decomposes, aoxidizing organic matter in sewage, unstable
Organic matter degradation is to stablize harmless substance, so that water be made to be purified.It is dirty to be usually directed to aerobic sludge, anaerobism in biological treatment
Mud.
In addition, can all generate sediment, particulate matter and floating material, these substances and dirt simultaneously during sewage treatment
It will form a kind of dope between liquid and solid after water separation, commonly referred to as this dope is sludge.Therefore, dirty
It will also be simultaneously in view of the processing to sludge, so that sewage sludge harmlessness, finally obtains at utilization or offer in water treatment procedure
It being capable of return to the nature environment after reason.So that sewage treatment reaches highest energy efficiency, good benefit is obtained.
Domestic sewage treatment is anti-using the sewage treatment of different function primarily directed to different water quality and demand at present
Device is answered, but there is sewage-treating reactor and have a single function, use scope is relatively narrow, the deficiency of controllability difference.In order to overcome
Above-mentioned deficiency, at present using the method for use in conjunction processing, so that sewage and sludge are finally obtained by multiple sewage reactors
Processing, but using aforesaid way there are still construction costs higher, more biggish deficiencies of occupation area of equipment.
Utility model content
The purpose of this utility model is to overcome problems of the existing technology, provide a kind of sewage-treating reactor.
To achieve the goals above, on the one hand the utility model provides a kind of sewage-treating reactor, the sewage treatment
Reactor includes pond body, and center pond body is provided at the intracorporal center in pond, and the outside socket of the center pond body is provided with
Sewage diposal area forms drainage area, the center pond body, the sewage diposal area and institute on the wall on the outside of the sewage diposal area
Drainage area is stated to be sequentially communicated along fluid flow direction.
Using above-mentioned sewage-treating reactor, successively flow through into the intracorporal sewage in sewage-treating reactor pond
The sewage diposal area being socketed outside heart pond body and the center pond body, sewage were able to carry out in the sewage-treating reactor
The processing such as filter, aerobic, anaerobism, anoxic, coagulation, precipitating, treated, and water source is discharged by drainage area.On the other hand, divide in sewage
The sludge separated out is discharged by sewage-treating reactor, and entire treatment process is integrated in a set of processing consersion unit, vdiverse in function,
The time for substantially reducing sewage treatment, treatment effeciency is improved, reduce the cost of sewage treatment and administrative staff is facilitated to see
It examines the form of sewage treatment and adjusts Managed Solution in time, while reducing the occupied area of sewage-treating reactor.
Preferably, the sewage diposal area include the upward flow sewage diposal area being socketed adjacent to each other and it is lower to stream sewage at
Manage area.
Preferably, the upward flow sewage diposal area and it is described it is lower to stream sewage diposal area above be provided with it is openable and closable
Cover board.
Preferably, the cover board is by blind plate and filter screen board group at being connected with filtering sieve plate under the blind plate.
Preferably, the upward flow sewage diposal area and it is described it is lower to stream sewage diposal area in be provided with filler group frame.
Preferably, the bottom of the upward flow sewage diposal area is provided with aerator, and the cover board and the aerator are set
It is set to while gas is discharged in the state opened.
Preferably, the upward flow sewage diposal area and/or the lower bottom to stream sewage diposal area are provided with spoil disposal
Mouthful.
Preferably, the center pool bottom is provided with blender.
Preferably, the pond body, the center pond body and the sewage diposal area are cylindrical.
Preferably, the drainage area is effluent weir.
Detailed description of the invention
Fig. 1 is a kind of overlooking structure diagram of embodiment of the utility model；
Fig. 2 is a kind of side structure schematic view of embodiment of the utility model.
Description of symbols
1, pond body 2, center pond body
21, blender
3, sewage diposal area 30, upward flow sewage diposal area
31, lower to stream sewage diposal area 32, cover board
33, filler group frame 34, aerator
35, mud discharging mouth 4, effluent weir.
Specific embodiment
Specific embodiment of the present utility model is described in detail below in conjunction with attached drawing.It should be understood that herein
Described specific embodiment is only used for describing and explaining the present invention, and is not intended to limit the utility model.
In the present invention, in the absence of explanation to the contrary, the noun of locality used such as " upper and lower, inside and outside " is usual
Refer to reference to shown in the drawings upper and lower, inside and outside.
One aspect according to the present utility model provides a kind of sewage-treating reactor, the sewage-treating reactor packet
Pond body 1 is included, center pond body 2 is provided at the center in the pond body 1, the outside socket of the center pond body 2 is provided with sewage
Treatment region 3 forms drainage area, the center pond body 2, the sewage diposal area 3 and institute on the wall in 3 outside of the sewage diposal area
Drainage area is stated to be sequentially communicated along fluid flow direction.
Wherein, the sewage diposal area 3 includes the upward flow sewage diposal area 30 that is socketed adjacent to each other and lower to stream sewage
Treatment region 31.The sewage diposal area 3 can be socketed multilayer centered on the center pond body 1 according to actual needs outward.It is excellent
Choosing, the shape of the center pond body 2 and the sewage diposal area 3 is hollow coaxial clyinder, the sewage diposal area 3
Multilayer sleeve pond body structure is formed with the center pond body 1, reduces the occupied area of sewage-treating reactor.Meanwhile
During sewage treatment, sewage repeatedly can be handled and be purified through sewage diposal area, shorten the time of sewage treatment,
Improve treatment effeciency.
In addition, being provided with and can open in the upward flow sewage diposal area 30 and the lower top to stream sewage diposal area 31
The cover board 32 of conjunction, it is preferred that the shape of the cover board 32 and the upward flow sewage diposal area 30 and described lower at stream sewage
The shape for managing 31 top of area is identical.The cover board 32 is by can be by blind plate and filter screen board group at being connected under the blind plate
Screen plate, the filtering sieve plate can be set according to actual needs.When carrying out sewage treatment, sewage flows into the cover board first
32, it is removed through impurity (bulky grain or suspended matter) large-sized in filter screen plate sewage by filter screen screen, it later can be by lattice
The ancillary equipments such as grid transport sewage-treating reactor.The cover board 32 when sewage treatment starts just pre-set opening or
The state of sealing, when work, can manually control the state of the cover board 32, so that the sewage diposal area 3 of sewage reactor is in
State actually required when subsequent processing, such as aerobic or Anaerobic Treatment state is carried out, to reach to different type sewage
It is compatible with and facilitates adjustment treatment process.
Later, sewage sequentially flows into the center pond body 1 after the processing of the first time of the cover board 32, wherein described
Pond body 2 bottom in center is also provided with blender 21.Sewage is flowed into after the first treatment in the center pond body 1, according to
The type of sewage selects turn on agitator 21 so that sewage stops the residence time in the center pond body 1, to be hydrolyzed or
The reaction such as person's coagulation.It is flowed directly into after mixing to sewage in the sewage diposal area 3.
Wherein, the sewage diposal area 3 divides for upward flow sewage diposal area 30 and described lower to stream sewage diposal area 31, dirty
Water reserve for one's own use as the upward flow sewage diposal area 30 or it is described under to stream sewage diposal area 31 in, the upward flow sewage treatment
Area 30 and it is described it is lower to stream sewage diposal area 31 in be provided with filler group frame 33, according to the property and process demand of different sewage
Different fillers can be filled in the filler group frame 33.Preferably, can be filled in the filler group frame 33 inclined plate packing,
The fillers such as semi soft packing, filtrate, wherein inclined plate can be used to do precipitation process, semi-soft to be used to form biomembrane, filter
Material generally filtering uses, and can carry out second to sewage in sewage diposal area and handle, such as precipitating, hydrolysis, filtering etc. are no
With processing.Play the role of split-phase retention sludge while real sewage treatment, guarantees sludge concentration.
In addition, the bottom of the upward flow sewage diposal area 30 is also provided with aerator 34, the aerator 34 can
To be made of multiple aerated conduits, with oxygen needed for providing Aerobic Process for Treatment.When carrying out Aerobic Process for Treatment, the cover board 32 and institute
Stating the state that aerator 34 is set as opening simultaneously is discharged gas.Open aerator 34 after, can make sewage on described to
It flows and carries out Aerobic Process for Treatment in sewage diposal area 30.
In addition, the upward flow sewage diposal area 30 and/or the lower bottom to stream sewage diposal area 31 are provided with row
Mud mouth 35.After opening mud discharging mouth 35, remaining activated sludge can be discharged outside sewage-treating reactor by the mud discharging mouth 35,
The split-phase of sewage and sludge is realized in the sewage-treating reactor.
Finally, the drainage area can be set to effluent weir 4.The effluent weir 4 is installed on 3 outside of sewage diposal area
Wall on, it is described to be finally flowed into the effluent weir 4 by the purified water source of the sewage-treating reactor and uniformly receives water.
In conclusion using the sewage-treating reactor of the utility model, due to can be according to reality in filler group frame 33
Process requirement fills different fillers, different treatment process is formed in sewage diposal area 3, and the closure for cover board 32 of arranging in pairs or groups, and exposes
The switch of gas device 34, the processing of the available depth of the sanitary sewage of separate sources, reduces the land occupation face of equipment in pond body 1
Product, reduces processing cost, improves treatment effeciency, while can be by different sludge retentions to specific region, so that the dirt
Water processing reactor impact resistance is strengthened, and realizes the split-phase of sludge in sewage reactor.
Preferred embodiments of the present invention, still, the utility model and unlimited are described in detail in conjunction with attached drawing above
In this.In the range of the technology design of the utility model, a variety of simple variants can be carried out to the technical solution of the utility model,
It is combined in any suitable manner including each particular technique feature, in order to avoid unnecessary repetition, the utility model
To various combinations of possible ways, no further explanation will be given.But these simple variants and combination equally should be considered as the utility model institute
Disclosure belongs to the protection scope of the utility model.
Claims (10)
1. a kind of sewage-treating reactor, which is characterized in that the sewage-treating reactor includes pond body (1), the pond body (1)
It is provided at interior center center pond body (2), the outside socket of the center pond body (2) is provided with sewage diposal area (3), described
Drainage area, the center pond body (2), the sewage diposal area (3) and the draining are formed on wall on the outside of sewage diposal area (3)
Area is sequentially communicated along fluid flow direction.
2. sewage-treating reactor according to claim 1, which is characterized in that the sewage diposal area (3) includes each other
The upward flow sewage diposal area (30) of adjacent socket and it is lower to stream sewage diposal area (31).
3. sewage-treating reactor according to claim 2, which is characterized in that the upward flow sewage diposal area (30) and
It is described it is lower to stream sewage diposal area (31) above be provided with openable and closable cover board (32).
4. sewage-treating reactor according to claim 3, which is characterized in that the cover board (32) is by blind plate and filter screen
Board group is at being connected with filtering sieve plate under the blind plate.
5. sewage-treating reactor according to claim 3, which is characterized in that the upward flow sewage diposal area (30) and
It is described it is lower to stream sewage diposal area (31) in be provided with filler group frame (33).
6. sewage-treating reactor according to claim 5, which is characterized in that the upward flow sewage diposal area (30)
Bottom is provided with aerator (34), and the state that the cover board (32) and the aerator (34) are set as opening simultaneously makes gas
Discharge.
7. sewage-treating reactor according to claim 5, which is characterized in that the upward flow sewage diposal area (30)
And/or the lower bottom to stream sewage diposal area (31) is provided with mud discharging mouth (35).
8. sewage-treating reactor described in any one of -7 claims according to claim 1, which is characterized in that in described
Heart pond body (2) bottom is provided with blender (21).
9. sewage-treating reactor according to claim 8, which is characterized in that the pond body (1), the center pond body
(2) and the sewage diposal area (3) are cylindrical.
10. sewage-treating reactor according to claim 1, which is characterized in that the drainage area is effluent weir (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821706276.1U CN209161766U (en) | 2018-10-19 | 2018-10-19 | Sewage-treating reactor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821706276.1U CN209161766U (en) | 2018-10-19 | 2018-10-19 | Sewage-treating reactor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209161766U true CN209161766U (en) | 2019-07-26 |
Family
ID=67334479
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821706276.1U Active CN209161766U (en) | 2018-10-19 | 2018-10-19 | Sewage-treating reactor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209161766U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118754375A (en) * | 2024-09-06 | 2024-10-11 | 无棣县润禹水务集团有限公司 | An integrated sewage treatment system |
-
2018
- 2018-10-19 CN CN201821706276.1U patent/CN209161766U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118754375A (en) * | 2024-09-06 | 2024-10-11 | 无棣县润禹水务集团有限公司 | An integrated sewage treatment system |
| CN118754375B (en) * | 2024-09-06 | 2025-04-22 | 湖南博鸿生态环境科技有限公司 | An integrated sewage treatment system |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |