CN207699290U - A kind of waste water aerobic biochemistry pool - Google Patents
A kind of waste water aerobic biochemistry pool Download PDFInfo
- Publication number
- CN207699290U CN207699290U CN201721827974.2U CN201721827974U CN207699290U CN 207699290 U CN207699290 U CN 207699290U CN 201721827974 U CN201721827974 U CN 201721827974U CN 207699290 U CN207699290 U CN 207699290U
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- Prior art keywords
- pipe
- sludge
- sbr reactor
- water
- reactor pond
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- 239000002351 wastewater Substances 0.000 title claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 99
- 239000010802 sludge Substances 0.000 claims abstract description 57
- 238000006243 chemical reaction Methods 0.000 abstract description 15
- 230000007613 environmental effect Effects 0.000 abstract description 5
- 238000001556 precipitation Methods 0.000 abstract description 4
- 230000011218 segmentation Effects 0.000 abstract description 4
- 238000001914 filtration Methods 0.000 description 5
- 230000009471 action Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 239000010865 sewage Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000004064 recycling Methods 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 238000000605 extraction Methods 0.000 description 2
- 238000011010 flushing procedure Methods 0.000 description 2
- 238000012163 sequencing technique Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 230000018044 dehydration Effects 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000006698 induction Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model is related to a kind of waste water aerobic biochemistry pools, including SBR discharge bays, the first water pump, the first outlet pipe, clear water reserviors, the first drainpipe, the first water inlet pipe, the second water inlet pipe, sludge-tank, sludge out pipe, air supporting pipe, enters mud pipe, communicating pipe, third sbr reactor pond, water decanter, the second water pump, sludge pipe, drainpipe, return duct, the second sbr reactor pond, the first sbr reactor pond, third water pump, outlet pipe, shell pump, air inlet pipe, level sensor, overflow pipe and sludge out pipe；The utility model combines the mode of rational space segmentation, further improves standingization precipitation, has simplified reaction process significantly, reduces biochemistry pool floor space, improves reaction efficiency, and the clear water obtained in Ke Xunhuanliyong reaction, water-saving and environmental protection.
Description
Technical field
The utility model is related to a kind of waste water aerobic biochemistry pools.
Background technology
SBR is the abbreviation of aerobic formula sequence batch activated sludge process, is a kind of activated sludge run by intermittent aerating mode
Sewage disposal technology, its orderly and intermittently operated being mainly characterized by operationally, and handle and need in special biochemistry pool
Middle progress, previous aerobic biochemical pool flow is complicated, takes up a large area, lacks recycling function, needs further improvement.
Utility model content
In view of the above-mentioned state of the art, the technical problem to be solved by the utility model is to provide a kind of combination conjunctions
The mode of the space segmentation of reason, further improves standingization precipitation, has simplified reaction process significantly, reduce biochemistry pool
Floor space, improves reaction efficiency, and the clear water obtained in Ke Xunhuanliyong reaction, and the waste water aerobic of water-saving and environmental protection is biochemical
Pond.
Technical solution is used by the utility model solves above-mentioned technical problem：A kind of waste water aerobic biochemistry pool, including
SBR discharge bays, the first water pump, the first outlet pipe, clear water reserviors, the first drainpipe, the first water inlet pipe, the second water inlet pipe, sludge-tank,
Sludge out pipe, air supporting pipe, enters mud pipe, communicating pipe, third sbr reactor pond, water decanter, the second water pump, sludge pipe, drainpipe, reflux
Pipe, the second sbr reactor pond, the first sbr reactor pond, third water pump, outlet pipe, shell pump, air inlet pipe, level sensor, overflow
Pipe and sludge out pipe, which is characterized in that the side in first sbr reactor pond is provided with the second sbr reactor pond, the 2nd SBR
The other side of reaction tank is provided with third sbr reactor pond, and the other side in third sbr reactor pond is provided with sludge-tank, clear water
Pond and SBR discharge bays, the clear water reserviors are between sludge-tank and SBR discharge bays.
Preferably, the inside bottom setting of the SBR discharge bays is there are two the first water pump, on two first water pumps
There are one the first outlet pipes for connection；The side of the SBR discharge bays is additionally provided with outlet pipe.
Preferably, the first drainpipe, the first water inlet pipe and the second water inlet pipe are provided in the outer lateral side of the clear water reserviors,
The side of the sludge-tank is provided with the gentle float tube of sludge out pipe, and the gentle float tube of sludge out pipe is located in same level.
Preferably, one end of the communicating pipe is connected to the other side of sludge-tank, and third water is installed on the communicating pipe
Pump, the other end of the communicating pipe inside phase with third sbr reactor pond, the second sbr reactor pond and the first sbr reactor pond respectively
Connection, the other side of the sludge-tank also set up that there are two symmetrical enters mud pipes.
Preferably, the inside in third sbr reactor pond, the second sbr reactor pond and the first sbr reactor pond is both provided with one
A water decanter, is all connected with that there are one air inlet pipe on each water decanter；Third sbr reactor pond, the second sbr reactor pond and
The bottom in the first sbr reactor pond is respectively provided with there are three the second water pump, and three second water pumps are connected with a water decanter respectively
It connects.
Preferably, the side in third sbr reactor pond, the second sbr reactor pond and the first sbr reactor pond is both provided with one
The position of a sludge pipe and a drainpipe, the sludge pipe is slightly above the position of drainpipe, third sbr reactor pond,
The inside in two sbr reactor ponds and the first sbr reactor pond is respectively provided with there are one return duct, each return duct with communicating pipe phase
Even.
Preferably, the inner upper end in first sbr reactor pond is provided with level sensor, first sbr reactor pond
Side be provided with overflow pipe.
Preferably, the bottom of the sludge-tank is additionally provided with shell pump, and the shell pump is connected with enters mud pipe；The mud extraction
Pipe is arranged in the side of sludge-tank, and the sludge out pipe is located at the lower section of enters mud pipe.
Compared with prior art, the utility model has the advantage of：SBR is the letter of aerobic formula sequencing batch active sludge
Claim, is a kind of activated sludge sewage disposal technology run by intermittent aerating mode, it is mainly characterized by operationally
Orderly and intermittently operated；Previous aerobic biochemical pool flow is complicated, takes up a large area, lacks recycling function；This practicality is new
Type combines the mode of rational space segmentation, further improves standingization precipitation, has simplified reaction process significantly, reduces
Biochemistry pool floor space improves reaction efficiency, and the clear water obtained in reaction can be recycled, water-saving and environmental protection.
Description of the drawings
Fig. 1 is the Structure and Process vertical view of the utility model；
Fig. 2 is sectional structure chart of the utility model at A；
Fig. 3 is sectional structure chart of the utility model at B；
Fig. 4 is sectional structure chart of the utility model at C.
Specific implementation mode
As shown in figures 1-4, a kind of waste water aerobic biochemistry pool, including SBR discharge bays 1, the first water pump 2, the first outlet pipe 3,
Clear water reserviors 4, the first drainpipe 5, the first water inlet pipe 6, the second water inlet pipe 7, sludge-tank 8, sludge out pipe 9, air supporting pipe 10, enters mud pipe
11, communicating pipe 12, third sbr reactor pond 13, water decanter 14, the second water pump 15, sludge pipe 16, drainpipe 17, return duct 18,
Two sbr reactor ponds 19, the first sbr reactor pond 20, third water pump 21, outlet pipe 22, shell pump 23, air inlet pipe 24, liquid level induction
Device 25, overflow pipe 26 and sludge out pipe 27；The side in the first sbr reactor pond 20 is provided with the second sbr reactor pond 19, and the 2nd SBR is anti-
The other side in pond 19 is answered to be provided with third sbr reactor pond 13, the other side in third sbr reactor pond 13 is provided with sludge-tank 8, clear water
Pond 4 and SBR discharge bays 1, clear water reserviors 4 are between sludge-tank 8 and SBR discharge bays 1；The inside bottom of SBR discharge bays 1 is provided with
Two the first water pumps 2 are all connected on two the first water pumps 2 there are one the first outlet pipe 3, and two the first outlet pipes 3 are discharged from SBR
The side inner wall in pond 1 is pierced by and is all connected to external filtering tank water inlet pipe；The side of SBR discharge bays 1 is additionally provided with outlet pipe
22, for sewage in SBR discharge bays 1 is discharged to the outside；The first drainpipe 5, first is provided in the outer lateral side of clear water reserviors 4
Water inlet pipe 6 and the second water inlet pipe 7, the first drainpipe 5 are used for draining to outside, and the first water inlet pipe 6 is used for de- with external sludge
Water flush water pump is connected, and the second water inlet pipe 7 is used for being connected with external filtering tank flush water pump；The side of sludge-tank 8 is provided with
9 gentle float tube 10 of sludge out pipe, 9 gentle float tube 10 of sludge out pipe are located in same level, and sludge out pipe 9 is used for and external sedimentation basin
Sludge pipe is connected, and air supporting pipe 10 is used for being connected with external air-floating apparatus；One end of communicating pipe 12 is connected to the another of sludge-tank 8
Side, is installed with third water pump 21 on communicating pipe 12, the other end of communicating pipe 12 is anti-with third sbr reactor pond 13, the 2nd SBR respectively
Pond 19 and the inside in the first sbr reactor pond 20 is answered to be connected, third water pump 21 can be by third sbr reactor pond 13, the second sbr reactor
Sludge in pond 19 and the first sbr reactor pond 20 is again inputted by communicating pipe 12 in sludge-tank 8；The other side of sludge-tank 8
It also sets up there are two symmetrical enters mud pipe 11, enters mud pipe 11 is used for being connected with external sludge pump；Third sbr reactor pond
13, the inside in the second sbr reactor pond 19 and the first sbr reactor pond 20 is respectively provided with there are one water decanter 14, on each water decanter 14
It is all connected with there are one air inlet pipe 24, air inlet pipe 24 is connected with external blower, and the gas needed for work is provided for water decanter 14；The
The bottom in three sbr reactor ponds 13, the second sbr reactor pond 19 and the first sbr reactor pond 20 is respectively provided with there are three the second water pump 15, and three
A second water pump 15 is connected with a water decanter 14 respectively, so as to coordinate water decanter 14 to work so that water decanter 14 can be from
Static pool surface drains primary water, is precipitated without stirring, it is ensured that good effluent quality；Third sbr reactor pond 13, second
The side in sbr reactor pond 19 and the first sbr reactor pond 20 is respectively provided with there are one sludge pipe 16 and a drainpipe 17, sludge pipe 16
Position be slightly above the position of drainpipe 17, sludge pipe 16 is used for the sludge in pond being discharged to the outside, drainpipe 17 be used for
External sewer connection；The inside in third sbr reactor pond 13, the second sbr reactor pond 19 and the first sbr reactor pond 20 is respectively provided with
There are one return ducts 18, and each return duct 18 is connected with communicating pipe 12, for the complete sludge of unreacted to be again inputted into
In sludge-tank 8；The inner upper end in the first sbr reactor pond 20 is provided with level sensor 25, and level sensor 25 is controlled with external
System is connected, and the side in the first sbr reactor pond 20 is provided with overflow pipe 26, and automatic valve is installed on overflow pipe 26, can incite somebody to action
The sewage discharge transfinited；The bottom of sludge-tank 8 is additionally provided with shell pump 23, and shell pump 23 is connected with enters mud pipe 11；Sludge out pipe 27
It is arranged in the side of sludge-tank 8, sludge out pipe 27 is located at the lower section of enters mud pipe 11；In use, driving of the sludge in external sludge pump
It is lower to be entered in sludge-tank 8 by two enters mud pipes 11, partial sludge is being passed through into mud extraction after the preliminary sedimentation of sludge-tank 8
Pipe 9 is discharged to the outside in sedimentation basin, remaining sludge is entered by pipeline in third sbr reactor pond 13, and SBR discharge bays 1 will
It is also entered into third sbr reactor pond 13 after medicament mixing needed for reaction, the sludge handled by third sbr reactor pond 13 exists
Primary water is filtered out under the action of water decanter 14, lower layer's primary water is discharged to the outside by drainpipe 17, and sludge up to standard is from spoil disposal
Pipe 16 is also discharged to the outside, and below standard upper layer sludge enters communicating pipe 12 by return duct 18 and returns in sludge-tank 8, under
Layer sludge is input to by pipeline in the second sbr reactor pond 19, similarly filters out primary water under the action of water decanter 14, lower layer is clear
Clear water is discharged to the outside by drainpipe 17, and sludge up to standard is also discharged to the outside from sludge pipe 16, below standard upper layer sludge
Communicating pipe 12 is entered by return duct 18 and is returned in sludge-tank 8, and the sludge of 19 lower layer of the second sbr reactor pond is defeated by pipeline
Enter into the first sbr reactor pond 20, is discharged to after treated in the first sbr reactor pond 20 sludge final process is up to standard outer
Portion；When needing to carry out dehydration flushing to sludge, the water in clear water reserviors 4 passes through the first water inlet pipe under external flushing pumping action
6 rinse sludge, and when needing to be rinsed external filtering tank, the water in clear water reserviors 4 passes through under external water pump effect
Second water inlet pipe 7 enters filtering tank, to being rinsed to filtering tank, the water in clear water reserviors 4 be by third sbr reactor pond 13,
The upper layer clear water that second sbr reactor pond 19 and the first sbr reactor pond 20 obtain in the reaction converges, and plays water-saving and environmental protection
Effect.
SBR is the abbreviation of aerobic formula sequencing batch active sludge, is that a kind of activity run by intermittent aerating mode is dirty
Dirt water technology, its orderly and intermittently operated being mainly characterized by operationally, and handle and need in special biochemistry
It is carried out in pond；Previous aerobic biochemical pool flow is complicated, takes up a large area, lacks recycling function；The utility model combines
The mode of rational space segmentation, further improves standingization precipitation, has simplified reaction process significantly, reduce biochemistry
Pond floor space improves reaction efficiency, and the clear water obtained in Ke Xunhuanliyong reaction, water-saving and environmental protection.
Finally it should be noted that：Above example is only to illustrate the technical solution of the utility model, rather than its limitations；
Although the utility model is described in detail with reference to the foregoing embodiments, it will be understood by those of skill in the art that its according to
So can be with technical scheme described in the above embodiments is modified, or which part technical characteristic is replaced on an equal basis
It changes；And these modifications or replacements, various embodiments of the utility model technical solution that it does not separate the essence of the corresponding technical solution
Spirit and scope.
Claims (8)
1. a kind of waste water aerobic biochemistry pool, including SBR discharge bays, the first water pump, the first outlet pipe, clear water reserviors, the first drainpipe,
First water inlet pipe, sludge-tank, sludge out pipe, air supporting pipe, enters mud pipe, communicating pipe, third sbr reactor pond, strains water at the second water inlet pipe
Device, the second water pump, sludge pipe, drainpipe, return duct, the second sbr reactor pond, the first sbr reactor pond, third water pump, outlet pipe,
Shell pump, air inlet pipe, level sensor, overflow pipe and sludge out pipe, which is characterized in that the side in first sbr reactor pond is set
It is equipped with the second sbr reactor pond, the other side in second sbr reactor pond is provided with third sbr reactor pond, and the 3rd SBR is anti-
The other side of Ying Chi is provided with sludge-tank, clear water reserviors and SBR discharge bays, the clear water reserviors be located at sludge-tank and SBR discharge bays it
Between.
2. a kind of waste water aerobic biochemistry pool according to claim 1, which is characterized in that the inside bottom of the SBR discharge bays
Portion's setting is all connected with that there are one the first outlet pipes there are two the first water pump on two first water pumps；The SBR discharge bays
Side is additionally provided with outlet pipe.
3. a kind of waste water aerobic biochemistry pool according to claim 1, which is characterized in that in the outer lateral side of the clear water reserviors
It is provided with the first drainpipe, the first water inlet pipe and the second water inlet pipe, the side of the sludge-tank is provided with the gentle float tube of sludge out pipe,
The gentle float tube of sludge out pipe is located in same level.
4. a kind of waste water aerobic biochemistry pool according to claim 1, which is characterized in that one end of the communicating pipe is connected to
The other side of sludge-tank, is installed with third water pump on the communicating pipe, the other end of the communicating pipe respectively with third sbr reactor
Pond, the second sbr reactor pond are connected with the inside in the first sbr reactor pond, and the other side of the sludge-tank also sets up that there are two right
Claim the enters mud pipe of distribution.
5. a kind of waste water aerobic biochemistry pool according to claim 1, which is characterized in that third sbr reactor pond, second
The inside in sbr reactor pond and the first sbr reactor pond is respectively provided with there are one water decanter, be all connected on each water decanter there are one
Air inlet pipe；The bottom in third sbr reactor pond, the second sbr reactor pond and the first sbr reactor pond is respectively provided with there are three the second water
Pump, three second water pumps are connected with a water decanter respectively.
6. a kind of waste water aerobic biochemistry pool according to claim 1, which is characterized in that third sbr reactor pond, second
The side in sbr reactor pond and the first sbr reactor pond is respectively provided with there are one sludge pipe and a drainpipe, the position of the sludge pipe
The inside of the slightly above position of drainpipe, third sbr reactor pond, the second sbr reactor pond and the first sbr reactor pond is respectively provided with
There are one return duct, each return duct is connected with communicating pipe.
7. a kind of waste water aerobic biochemistry pool according to claim 1, which is characterized in that first sbr reactor pond it is interior
Portion upper end is provided with level sensor, and the side in first sbr reactor pond is provided with overflow pipe.
8. a kind of waste water aerobic biochemistry pool according to claim 1, which is characterized in that the bottom of the sludge-tank is also set up
There are shell pump, the shell pump to be connected with enters mud pipe；The sludge out pipe is arranged in the side of sludge-tank, the sludge out pipe be located at into
The lower section of mud pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721827974.2U CN207699290U (en) | 2017-12-25 | 2017-12-25 | A kind of waste water aerobic biochemistry pool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721827974.2U CN207699290U (en) | 2017-12-25 | 2017-12-25 | A kind of waste water aerobic biochemistry pool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207699290U true CN207699290U (en) | 2018-08-07 |
Family
ID=63028291
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721827974.2U Expired - Fee Related CN207699290U (en) | 2017-12-25 | 2017-12-25 | A kind of waste water aerobic biochemistry pool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207699290U (en) |
-
2017
- 2017-12-25 CN CN201721827974.2U patent/CN207699290U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20180807 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |