CN203411448U - Homogenizing tank for carrying out homogenizing processing on sludge - Google Patents
Homogenizing tank for carrying out homogenizing processing on sludge Download PDFInfo
- Publication number
- CN203411448U CN203411448U CN201320458089.7U CN201320458089U CN203411448U CN 203411448 U CN203411448 U CN 203411448U CN 201320458089 U CN201320458089 U CN 201320458089U CN 203411448 U CN203411448 U CN 203411448U
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- China
- Prior art keywords
- mud
- sludge
- homogeneous
- homogenizing
- pond
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- 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
- Y02W10/20—Sludge processing
Abstract
The utility model discloses a homogenizing tank for carrying out homogenizing processing on sludge, which comprises a tank body. The tank body is respectively provided with a sludge inlet pipe and a sludge outlet pipe; a sludge homogenizing region is formed in the tank body; a first stirrer and an air aeration system are respectively arranged in the sludge homogenizing region. The utility model provides the homogenizing tank for carrying out homogenizing processing on the sludge; the homogenizing tank uniformly mixes various types of sludge by the stirrer and the air aeration system, and meanwhile, reinforces settleability of the sludge in the aerobic reaction by utilizing the characteristics of good settleability and adsorbability of the aerobic sludge so as to enable the sludge flowing into a concentration basin to be more stable and effectively reduce impact on the concentration basin.
Description
Technical field
The utility model relates to the homogeneous pond of mud homogenization treatment, belongs to technical field of sewage treatment equipment.
Background technology
Sewage Plant is processed various trade effluents, but widely different owing to processing sludge concentration, the settling property of pre-treatment materialized mud, biochemical excess sludge and rear materialized mud of different batches trade effluent.Thereby cause be conveyed into mud treatment system mud quantitative changeization greatly and relatively frequent, greatly increase the workload of sludge treatment.In sewage work's art breading in the past, all kinds of mud that sewage disposal produces are directly delivered to concentration basin and carry out concentration simultaneously, and the performance variation that flows into mud is larger, and concentrated effect is had to larger impact, and are unfavorable for operation control.
Summary of the invention
For addressing the above problem, the object of the present invention is to provide the homogeneous pond of mud homogenization treatment, it evenly mixes all kinds of mud by agitator and air aeration system, utilize aerobic sludge to there is settleability and the good feature of adsorptivity simultaneously, in aerobic reaction, strengthen the settleability of mud, thereby the mud that makes to flow into concentration basin is more stable, effectively alleviates the impact to concentration basin.
The utility model is the object that reaches above-mentioned, and the utility model adopts following technical scheme:
The homogeneous pond of mud homogenization treatment, comprises pond body, on the body of described pond, is separately installed with into mud pipe and sludge out pipe; In the body of described pond, offer mud homogeneous district, described mud homogeneous is separately installed with the first agitator and air aeration system in district.
Described mud homogeneous is provided with air aeration system in district, described mud homogeneous district enter mud pipe side and sludge out pipe side is equidistantly provided with respectively the first agitator.
Electronic weir gate, manual weir gate are installed on the pond body between described mud homogeneous district and sludge out pipe successively.
In described pond body between electronic weir gate and manual weir gate, the second agitator is installed.
In the body of described pond, offer 2 mud homogeneous districts.
The beneficial effects of the utility model are: the utility model provides the homogeneous pond of mud homogenization treatment, it evenly mixes all kinds of mud by agitator and air aeration system, utilize aerobic sludge to there is settleability and the good feature of adsorptivity simultaneously, in aerobic reaction, strengthen the settleability of mud, thereby the mud that makes to flow into concentration basin is more stable, effectively alleviates the impact to concentration basin.
Accompanying drawing explanation
Fig. 1 is the structural representation of utility model.
Embodiment
Embodiment 1
As shown in Figure 1, the present embodiment provides the homogeneous pond of mud homogenization treatment, comprises pond body 1, on described pond body 1, is separately installed with into mud pipe 2 and sludge out pipe 3.In described pond body 1, offer 2 mud homogeneous districts 4.In described mud homogeneous district 4, be separately installed with the first agitator 6 and air aeration system 5.In described mud homogeneous district 4, air aeration system 5 is installed, described mud homogeneous district 4 enter mud pipe side and sludge out pipe side is equidistantly provided with respectively the first agitator 6.Electronic weir gate 8, manual weir gate 9 are installed on the pond body 1 between described mud homogeneous district 4 and sludge out pipe 3 successively.In described pond body 1 between electronic weir gate 8 and manual weir gate 9, the second agitator 7 is installed.
In sludge handling process, all kinds of mud is first in charge of and is delivered to mud homogeneous pond, different mud enters mud pipe 2 by difference and enters mud homogeneous district 4, through first of mud homogeneous district 4 interior settings, stir 6 stirrings, air aeration system 5 pneumatic blending, all kinds of mud that enter mix equably, and then make to flow out the mud relative homogeneous (ratio of concentration, different mud, settleability change much smaller) in mud homogeneous pond.Meanwhile during air aeration system 5 aeration, by the excellent activity of aerobic sludge, in aerobic reaction, strengthen the settleability of whole mud.Mud after mud homogeneous district 4 mixes is successively by electronic weir gate 8, manually weir gate 9, sludge out pipe 3 outflows.In pond body 1 between electronic weir gate 8 and manual weir gate 9, the second agitator 7, the second agitators 7 being installed stirs for the second time for the mud mixing through mud homogeneous district 4.Mud after homogenization is processed, proterties fluctuation changes little, and the operation and the treatment effect that are conducive to sludge thickener are stable.
The homogeneous pond of the mud homogenization treatment described in the present embodiment, it evenly mixes all kinds of mud by agitator and air aeration system, utilize aerobic sludge to there is settleability and the good feature of adsorptivity simultaneously, in aerobic reaction, strengthen the settleability of mud, thereby the mud that makes to flow into concentration basin is more stable, effectively alleviates the impact to concentration basin.
Claims (5)
1. the homogeneous pond of mud homogenization treatment, is characterized in that: comprise pond body (1), be separately installed with into mud pipe (2) and sludge out pipe (3) on described pond body (1); In described pond body (1), offer mud homogeneous district (4), in described mud homogeneous district (4), be separately installed with the first agitator (6) and air aeration system (5).
2. the homogeneous pond of mud homogenization treatment according to claim 1, it is characterized in that: air aeration system (5) is installed in described mud homogeneous district (4), described mud homogeneous district (4) enter mud pipe side and sludge out pipe side is equidistantly provided with respectively the first agitator (6).
3. the homogeneous pond of mud homogenization treatment according to claim 1, is characterized in that: electronic weir gate (8), manual weir gate (9) are installed on the pond body (1) between described mud homogeneous district (4) and sludge out pipe (3) successively.
4. the homogeneous pond of mud homogenization treatment according to claim 3, is characterized in that: described in be positioned at electronic weir gate (8) and manually the pond body (1) between weir gate (9) the second agitator (7) is installed.
5. the homogeneous pond of mud homogenization treatment according to claim 1, is characterized in that: in described pond body (1), offer 2 mud homogeneous districts (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320458089.7U CN203411448U (en) | 2013-07-29 | 2013-07-29 | Homogenizing tank for carrying out homogenizing processing on sludge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320458089.7U CN203411448U (en) | 2013-07-29 | 2013-07-29 | Homogenizing tank for carrying out homogenizing processing on sludge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203411448U true CN203411448U (en) | 2014-01-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320458089.7U Expired - Fee Related CN203411448U (en) | 2013-07-29 | 2013-07-29 | Homogenizing tank for carrying out homogenizing processing on sludge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203411448U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103936242A (en) * | 2014-04-03 | 2014-07-23 | 西安交通大学 | Sludge homogenization and viscosity reduction device |
| CN104291548A (en) * | 2014-10-30 | 2015-01-21 | 神华集团有限责任公司 | Treating method for biochemical sludge and treating device for biochemical sludge |
| CN105836820A (en) * | 2016-06-01 | 2016-08-10 | 上海市城市建设设计研究总院 | Homogenizing tank with peak clipping function |
| CN106477713A (en) * | 2016-12-30 | 2017-03-08 | 天津创业环保集团股份有限公司 | A kind of sewage disposal odor removal and deodorizing method |
| CN109231674A (en) * | 2018-10-11 | 2019-01-18 | 浙江彩燕新材料有限公司 | The Treated sewage reusing method of super soft fabric dyeing waste water |
-
2013
- 2013-07-29 CN CN201320458089.7U patent/CN203411448U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103936242A (en) * | 2014-04-03 | 2014-07-23 | 西安交通大学 | Sludge homogenization and viscosity reduction device |
| CN103936242B (en) * | 2014-04-03 | 2015-12-30 | 西安交通大学 | A kind of mud homogeneous viscosity-falling unit |
| CN104291548A (en) * | 2014-10-30 | 2015-01-21 | 神华集团有限责任公司 | Treating method for biochemical sludge and treating device for biochemical sludge |
| CN105836820A (en) * | 2016-06-01 | 2016-08-10 | 上海市城市建设设计研究总院 | Homogenizing tank with peak clipping function |
| CN106477713A (en) * | 2016-12-30 | 2017-03-08 | 天津创业环保集团股份有限公司 | A kind of sewage disposal odor removal and deodorizing method |
| CN109231674A (en) * | 2018-10-11 | 2019-01-18 | 浙江彩燕新材料有限公司 | The Treated sewage reusing method of super soft fabric dyeing waste water |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140129 Termination date: 20140729 |
|
| EXPY | Termination of patent right or utility model |