CN104230104A - Biochemical filtration treatment all-in-one machine - Google Patents
Biochemical filtration treatment all-in-one machine Download PDFInfo
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- CN104230104A CN104230104A CN201410458666.1A CN201410458666A CN104230104A CN 104230104 A CN104230104 A CN 104230104A CN 201410458666 A CN201410458666 A CN 201410458666A CN 104230104 A CN104230104 A CN 104230104A
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- Separation Using Semi-Permeable Membranes (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The invention discloses a biochemical filtration treatment all-in-one machine. The biochemical filtration treatment all-in-one machine is characterized in that the interior of a box body is partitioned into an anoxia tank, an aerobic tank, an inclined tube sedimentation tank, a filter tank, a clean water tank and a sludge tank, wherein elastic filler and a micropore aerator are arranged at the middle part and the lower part of each of the anoxia tank and the aerobic tank respectively, inclined tube filler is arranged at the middle part of the inclined tube sedimentation tank, a filter material is filled at the lower part of the filter tank, and a Roots blower is arranged at one side of the box body and is connected with the micropore aerators which are arranged at the bottoms of the anoxia tank and the aerobic tank, through pipelines. By virtue of the structure, the biochemical filtration treatment all-in-one machine is a high-efficiency sewage treatment technology combining a membrane separation technology with filtering into a whole, due to filtration of a biological membrane, organisms are completely intercepted into a bioreactor, and thorough separation of hydraulic retention time and sludge age is realized; and the biochemical filtration treatment all-in-one machine is strong in sewage treatment capacity and high in pollutant removal rate.
Description
Technical field
The present invention relates to a kind of sewage disposal device, is a kind ofly integrate pre-treatment, biochemical treatment, the biochemistry filtered process all-in-one of disposing of sewage continuously that filters specifically.
Background technology
Current, for the integration apparatus of sewage disposal, for equalizing tank, anaerobic pond, Aerobic Pond, second pond integrative-structure, be difficult to remove impurity, suspended substance and the coliform in sewage at process medical waste water or the large life kitchen waste water of oleaginousness, need to add other utility appliance outward at body, just can reach the in line standard of national regulation, be unfavorable for the bookkeeping of construction and sewage disposal, need duplicate construction, waste land resources, reduces treatment effect simultaneously.
Summary of the invention
The object of this invention is to provide one and by all kinds for the treatment of facility in one, the efficient biochemical water technology that biotechnology combines with filtering technique can be adopted.
To achieve these goals, the inside of casing of the present invention is anoxic pond by baffle interval, Aerobic Pond, tube settler, filtering basin, clean water basin and sludge sump, at the middle part of anoxic pond and Aerobic Pond and bottom, elastic filler and micro-hole aerator are installed respectively, Aerobic Pond overflow weir and settling tank overflow weir is welded with in the upper side of Aerobic Pond and tube settler, the bottom of described Aerobic Pond overflow weir is connected with the side, bottom of tube settler by upflow tube, inclined tube filler is located at the middle part of tube settler, filtrate is filled with in the bottom of filtering basin, the bottom of filtering basin is connected with the bottom of clean water basin by closed tube, backwashing pump is located at the bottom of clean water basin, described backwashing pump is connected with the bottom of filtering basin by pipeline, rising pipe is located at the side, top of clean water basin, water inlet pipe is located at anoxic pond outer upper, roots blower is provided with in the side of casing, roots blower is linked together by pipeline and the micro-hole aerator be located at bottom anoxic pond and Aerobic Pond.
By above setting, the present invention is a kind of high-efficiency sewage treatment technology combining membrane separation technique and filter in one, due to biomembranous filteration, biology is trapped within bio-reactor completely, achieves hydraulic detention time and is separated with the thorough of sludge age.Sewage treatment capacity of the present invention is strong, and pollutants removal rate is high.
Accompanying drawing explanation
The present invention will be further described for existing composition graphs.
Fig. 1 is structural representation of the present invention.
Fig. 2 is the vertical view of Fig. 1.
In figure: 1, casing, 2, anoxic pond, 3, Aerobic Pond, 4, tube settler, 5, filtering basin, 6, clean water basin, 7, sludge sump, 8, elastic filler, 9, micro-hole aerator, 10, Aerobic Pond overflow weir, 11, settling tank overflow weir, 12, upflow tube, 13, inclined tube filler, 14, filtrate, 15, closed tube, 16, backwashing pump, 17, rising pipe, 18, water inlet pipe, 19, roots blower.
Embodiment
As Fig. 1, 2, shown in, the inside of casing 1 of the present invention is anoxic pond 2 by baffle interval, Aerobic Pond 3, tube settler 4, filtering basin 5, clean water basin 6 and sludge sump 7, at the middle part of anoxic pond 2 and Aerobic Pond 3 and bottom, elastic filler 8 and micro-hole aerator 9 are installed respectively, Aerobic Pond overflow weir 10 and settling tank overflow weir 11 is welded with in the upper side of Aerobic Pond 3 and tube settler 4, the bottom of described Aerobic Pond overflow weir 10 is connected with the side, bottom of tube settler 4 by upflow tube 12, inclined tube filler 13 is located at the middle part of tube settler 4, filtrate 14 is filled with in the bottom of filtering basin 5, the bottom of filtering basin 5 is connected with the bottom of clean water basin 6 by closed tube 15, backwashing pump 16 is located at the bottom of clean water basin 6, described backwashing pump 16 is connected by the bottom of pipeline with filtering basin 5, rising pipe 17 is located at the side, top of clean water basin 6, water inlet pipe 18 is located at anoxic pond 2 outer upper, roots blower 19 is provided with in the side of casing 1, roots blower 19 is linked together by pipeline and the micro-hole aerator 9 be located at bottom anoxic pond 2 and Aerobic Pond 3.
By above setting, sewage enters anoxic pond 2 and Aerobic Pond 3 from water inlet pipe 18 of the present invention, open roots blower 19, gas enters micro-hole aerator 9 by pipeline and enters anoxic pond 2 and Aerobic Pond 3, the microorganism be suspended in elastic filler 8 utilizes air to be decomposed by the oxidation operation in sewage, and NO3-N and NO2-N denitrification is generated nitrogen, sewage overflows across Aerobic Pond overflow weir 10 and enters tube settler 4, sewage in tube settler 4 through inclined tube filler 13 precipitate after, overflowing across settling tank overflow weir 11 enters in filtering basin 5, sewage in filtering basin 5 through filtrate 14 filter after, clean water basin 6 are entered through closed tube 15, water in clean water basin 6 is discharged through rising pipe 17.When filtering basin 5 need back flushing, open backwashing pump 16, close the valve on closed tube 15, the clear water in clean water basin 6 can carry out back flushing to filtering basin 5 and tube settler 4.
Claims (1)
1. biochemistry filtered process all-in-one, it is characterized in that: the inside of casing is anoxic pond by baffle interval, Aerobic Pond, tube settler, filtering basin, clean water basin and sludge sump, at the middle part of anoxic pond and Aerobic Pond and bottom, elastic filler and micro-hole aerator are installed respectively, Aerobic Pond overflow weir and settling tank overflow weir is welded with in the upper side of Aerobic Pond and tube settler, the bottom of described Aerobic Pond overflow weir is connected with the side, bottom of tube settler by upflow tube, inclined tube filler is located at the middle part of tube settler, filtrate is filled with in the bottom of filtering basin, the bottom of filtering basin is connected with the bottom of clean water basin by closed tube, backwashing pump is located at the bottom of clean water basin, described backwashing pump is connected with the bottom of filtering basin by pipeline, rising pipe is located at the side, top of clean water basin, water inlet pipe is located at anoxic pond outer upper, roots blower is provided with in the side of casing, roots blower is linked together by pipeline and the micro-hole aerator be located at bottom anoxic pond and Aerobic Pond.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410458666.1A CN104230104A (en) | 2014-09-09 | 2014-09-09 | Biochemical filtration treatment all-in-one machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410458666.1A CN104230104A (en) | 2014-09-09 | 2014-09-09 | Biochemical filtration treatment all-in-one machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104230104A true CN104230104A (en) | 2014-12-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410458666.1A Pending CN104230104A (en) | 2014-09-09 | 2014-09-09 | Biochemical filtration treatment all-in-one machine |
Country Status (1)
| Country | Link |
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| CN (1) | CN104230104A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105668939A (en) * | 2016-03-30 | 2016-06-15 | 内蒙古工业大学 | Combined biofilter device and method for treating papermaking wastewater |
| CN107935180A (en) * | 2017-12-25 | 2018-04-20 | 深圳市万信达生态环境股份有限公司 | A kind of domestic sewage in rural areas integrated equipment for wastewater treatment |
| CN108298773A (en) * | 2018-03-13 | 2018-07-20 | 无锡市锡东橡塑机械有限公司 | A kind of sewage integrated treatment device |
| CN108483664A (en) * | 2018-06-27 | 2018-09-04 | 阿斯旺（北京）环保科技有限公司 | A kind of moving-bed biofilm reaction equation sewage disposal system |
| CN108623107A (en) * | 2018-07-20 | 2018-10-09 | 上海泓济环保科技股份有限公司 | Integrated sewage treating apparatus and its processing method |
-
2014
- 2014-09-09 CN CN201410458666.1A patent/CN104230104A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105668939A (en) * | 2016-03-30 | 2016-06-15 | 内蒙古工业大学 | Combined biofilter device and method for treating papermaking wastewater |
| CN107935180A (en) * | 2017-12-25 | 2018-04-20 | 深圳市万信达生态环境股份有限公司 | A kind of domestic sewage in rural areas integrated equipment for wastewater treatment |
| CN107935180B (en) * | 2017-12-25 | 2023-10-03 | 深圳市万信达生态环境股份有限公司 | Rural domestic sewage integration treatment facility |
| CN108298773A (en) * | 2018-03-13 | 2018-07-20 | 无锡市锡东橡塑机械有限公司 | A kind of sewage integrated treatment device |
| CN108483664A (en) * | 2018-06-27 | 2018-09-04 | 阿斯旺（北京）环保科技有限公司 | A kind of moving-bed biofilm reaction equation sewage disposal system |
| CN108623107A (en) * | 2018-07-20 | 2018-10-09 | 上海泓济环保科技股份有限公司 | Integrated sewage treating apparatus and its processing method |
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Legal Events
| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141224 |