CN203890119U - Immobilized activated sludge and MBR (membrane bioreactor) combined wastewater treatment pond - Google Patents
Immobilized activated sludge and MBR (membrane bioreactor) combined wastewater treatment pond Download PDFInfo
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- CN203890119U CN203890119U CN201420332180.9U CN201420332180U CN203890119U CN 203890119 U CN203890119 U CN 203890119U CN 201420332180 U CN201420332180 U CN 201420332180U CN 203890119 U CN203890119 U CN 203890119U
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- activated sludge
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Abstract
本实用新型公开了一种固定化活性污泥与MBR共建污水处理池,包括池体、固定化活性污泥板、膜组件、曝气管,所述的池体设置有进水管,进水管底部连接布水管,池体中间设置溢流墙,所述的溢流墙高度低于池壁的高度,池体在溢流墙与进水端之间的底部安装曝气管,在溢流墙与出水端之间安装膜组件,所述的膜组件采用抽吸式出水,所述的固定化活性污泥板的厚度为5cm。本实用新型具有如下的优点:占用空间小,膜污染小,反冲洗成本低。
The utility model discloses a sewage treatment pool co-constructed by immobilized activated sludge and MBR, which comprises a pool body, immobilized activated sludge boards, membrane components, and aeration pipes. The pool body is provided with a water inlet pipe and a water inlet pipe The bottom is connected to the water distribution pipe, and an overflow wall is set in the middle of the pool body. The height of the overflow wall is lower than the height of the pool wall. A membrane module is installed between the outlet and the water outlet, the membrane module adopts a suction type water outlet, and the thickness of the immobilized activated sludge plate is 5cm. The utility model has the following advantages: small occupied space, little membrane pollution and low backwashing cost.
Description
技术领域 technical field
本实用新型涉及污水处理领域,更具体地说涉及一种MBR污水处理池。 The utility model relates to the field of sewage treatment, in particular to an MBR sewage treatment pool.
背景技术 Background technique
在污水处理工艺中,活性污泥与膜池经常分开建设,占用空间较大,有些污水处理厂采用合建的方式,但是合建后由于活性污泥处于悬浮状态对膜污染比较严重,无形中增加了反冲洗的成本减少了膜的使用寿命,目前固定化活性污泥技术在逐渐的受到关注,发明专利200910194651.8公开日期2010年2月3日,公开了一种固定化活性污泥制备方法,固定化活性污泥能够减少对膜的污染,对于固定化活性污泥处理污水在未来的污水处理中具有巨大的潜力。 In the sewage treatment process, the activated sludge and the membrane pool are often built separately, which takes up a lot of space. Some sewage treatment plants adopt a joint construction method, but after the joint construction, the activated sludge is in a suspended state and the membrane is seriously polluted. The cost of backwashing is increased and the service life of the membrane is reduced. At present, immobilized activated sludge technology is gradually attracting attention. The invention patent 200910194651.8 was published on February 3, 2010, which discloses a preparation method of immobilized activated sludge. Immobilized activated sludge can reduce membrane pollution, and has great potential for immobilized activated sludge to treat sewage in future sewage treatment.
发明内容 Contents of the invention
本实用新型的目的在于,提供固定化活性污泥与MBR共建污水处理池。采用本装置,可有效地减少污水处理厂占地面积,降低膜污染延长膜使用寿命。为达到上述目的,本实用新型采用了如下技术方案: The purpose of the utility model is to provide immobilized activated sludge and MBR to jointly build a sewage treatment pool. The device can effectively reduce the floor area of the sewage treatment plant, reduce membrane pollution and prolong the service life of the membrane. In order to achieve the above object, the utility model adopts the following technical solutions:
一种固定化活性污泥与MBR共建污水处理池,包括池体、固定化活性污泥板、膜组件、曝气管,所述的池体设置有进水管,进水管底部连接布水管,所述的池体中间设置溢流墙,所述的溢流墙高度低于池壁的高度,所述的池体在溢流墙与进水端之间的底部安装曝气管,在溢流墙与出水端之间安装膜组件,所述的膜组件采用抽吸式出水,所述的固定化活性污泥板的厚度为5cm。 A sewage treatment pool co-constructed by immobilized activated sludge and MBR, including a pool body, immobilized activated sludge panels, membrane modules, and aeration pipes. The pool body is provided with a water inlet pipe, and the bottom of the water inlet pipe is connected to a water distribution pipe. An overflow wall is set in the middle of the pool body, the height of the overflow wall is lower than the height of the pool wall, and an aeration pipe is installed at the bottom of the pool body between the overflow wall and the water inlet. A membrane module is installed between the wall and the water outlet, the membrane module adopts suction water outlet, and the thickness of the immobilized activated sludge plate is 5cm.
本实用新型具有如下的优点:占用空间小,膜污染小,反冲洗成本低。 The utility model has the following advantages: small occupied space, little membrane pollution and low backwashing cost.
附图说明 Description of drawings
图1为本实用新型的结构示意图。 Fig. 1 is the structural representation of the utility model.
其中,1、池体;2、溢流墙;3、膜组件;4、固定化活性污泥板;5、布水管;6、出水管;7、曝气管。 Among them, 1. Pool body; 2. Overflow wall; 3. Membrane module; 4. Immobilized activated sludge board; 5. Water distribution pipe; 6. Outlet pipe; 7. Aeration pipe.
具体实施方式 Detailed ways
下面以附图和具体实施方式对本实用新型作进一步详细的说明。 The utility model is described in further detail below with accompanying drawings and specific embodiments.
如图1,为本实用新型的结构示意图。 Fig. 1 is a structural representation of the utility model.
一种固定化活性污泥与MBR共建污水处理池,包括池体1、固定化活性污泥板4、膜组件3、曝气管7,所述的池体1设置有进水管,进水管底部连接布水管5,所述的池体1中间设置溢流墙2,所述的溢流墙2高度低于池壁的高度,所述的池体1在溢流墙2与进水端之间的底部安装曝气管7,在溢流墙2与出水端之间安装膜组件3,所述的膜组件3采用抽吸式出水,所述的固定化活性污泥板4的厚度为5cm。 A sewage treatment pool co-constructed by immobilized activated sludge and MBR, comprising a pool body 1, an immobilized activated sludge plate 4, a membrane module 3, and an aeration pipe 7. The pool body 1 is provided with a water inlet pipe, and the water inlet pipe The bottom is connected to the water distribution pipe 5, the overflow wall 2 is set in the middle of the pool body 1, the height of the overflow wall 2 is lower than the height of the pool wall, and the pool body 1 is between the overflow wall 2 and the water inlet The aeration pipe 7 is installed at the bottom of the room, and the membrane module 3 is installed between the overflow wall 2 and the water outlet. The membrane module 3 adopts suction water outlet, and the thickness of the immobilized activated sludge plate 4 is 5cm. .
本实用新型投入使用后,污水在进水端与溢流墙之间在固定化活性污泥板中的活性微生物的有氧呼吸作用下消耗有机物,处理后的水通过溢流墙溢流到溢流墙后的池体中,通过生物膜过滤,过滤后的水被抽出。 After the utility model is put into use, the sewage consumes organic matter under the action of aerobic respiration of active microorganisms in the immobilized activated sludge plate between the water inlet end and the overflow wall, and the treated water overflows to the overflow wall through the overflow wall. In the pool body behind the flow wall, the filtered water is pumped out through biofilm filtration.
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CN201420332180.9U CN203890119U (en) | 2014-06-21 | 2014-06-21 | Immobilized activated sludge and MBR (membrane bioreactor) combined wastewater treatment pond |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104016549A (en) * | 2014-06-21 | 2014-09-03 | 郭会 | Immobilized activated sludge and MBR (Master Boot Record) co-construction sewage treatment tank |
CN105948257A (en) * | 2016-06-27 | 2016-09-21 | 汪浩 | Sewage treatment device |
-
2014
- 2014-06-21 CN CN201420332180.9U patent/CN203890119U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104016549A (en) * | 2014-06-21 | 2014-09-03 | 郭会 | Immobilized activated sludge and MBR (Master Boot Record) co-construction sewage treatment tank |
CN105948257A (en) * | 2016-06-27 | 2016-09-21 | 汪浩 | Sewage treatment device |
CN105948257B (en) * | 2016-06-27 | 2019-01-25 | 威海德润环保科技有限公司 | A kind of sewage-treatment plant |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C41 | Transfer of patent application or patent right or utility model | ||
CB03 | Change of inventor or designer information |
Inventor after: Liu Cao Inventor after: Ma Ning Inventor after: Li Qijun Inventor after: Meng Qingyi Inventor before: Guo Hui |
|
COR | Change of bibliographic data | ||
TR01 | Transfer of patent right |
Effective date of registration: 20160601 Address after: 100048 Beijing City, West Road, Haidian District, No. 21 Patentee after: BEIJING WATER SCIENCE & TECHNOLOGY INSTITUTE Address before: Xinzhuang Town Lingtou neighborhood 246000 Anhui province Anqing city Qianshan County, more than 02 Patentee before: Guo Hui |
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CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141022 Termination date: 20170621 |