CN104961296A - Micro-power domestic sewage treatment device - Google Patents
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Abstract
本发明公开了一种微动力生活污水处理装置,它包含一体式密闭的罐体(1),该罐体(1)通过第一隔板(2)、第二隔板(3)、第三隔板(4)和第四隔板(5)分隔出厌氧池(6)、缺氧池(7)、好氧池(8)、污泥回流井(9)和沉淀池(10),所述厌氧池(6)、缺氧池(7)、好氧池(8)、污泥回流井(9)和沉淀池(10)的顶部分别设置有人孔,所述的厌氧池(6)、缺氧池(7)和好氧池(8)内均安装有组合填料,所述厌氧池(6)的前端设有进水口。本发明结构简单,提高了一体化设备的有效利用率;可以提高污水的流动性和罐体内的停留时间;可以促进泥水接触增强处理效果;且可以增强泥水分离效果。
The invention discloses a micro-dynamic domestic sewage treatment device, which comprises an integral airtight tank body (1), the tank body (1) passes through a first partition (2), a second partition (3), a third The partition (4) and the fourth partition (5) separate the anaerobic pond (6), the anoxic pond (7), the aerobic pond (8), the sludge return well (9) and the sedimentation pond (10), The top of described anaerobic pond (6), anoxic pond (7), aerobic pond (8), sludge backflow well (9) and settling pond (10) is provided with manhole respectively, and described anaerobic pond ( 6), the anoxic pool (7) and the aerobic pool (8) are equipped with combined fillers, and the front end of the anaerobic pool (6) is provided with a water inlet. The invention has a simple structure and improves the effective utilization rate of the integrated equipment; it can improve the fluidity of sewage and the residence time in the tank; it can promote the muddy water contact and enhance the treatment effect; and it can enhance the muddy water separation effect.
Description
技术领域technical field
本发明涉及生活污水处理领域,具体涉及一种微动力生活污水处理装置。The invention relates to the field of domestic sewage treatment, in particular to a micro-power domestic sewage treatment device.
背景技术Background technique
随着人们生活水平的提高,日常生活污水的排放量也在逐渐增加,局部地区污水没有收集管网,为了人们的生活环境的质量不受影响,因此迫切需要一种小型生活污水污水处理装置来对日常生活污水进行处理。With the improvement of people's living standards, the discharge of daily sewage is also gradually increasing. In some areas, there is no collection pipe network for sewage. In order not to affect the quality of people's living environment, there is an urgent need for a small domestic sewage treatment device. Treatment of domestic sewage.
发明内容Contents of the invention
本发明目的是提供一种小型微动力生活污水处理装置,它能有效地解决背景技术中所存在的问题。The object of the present invention is to provide a small micro-power domestic sewage treatment device, which can effectively solve the problems existing in the background technology.
为了解决背景技术中所存在的问题,它包含一体式密闭的罐体1,该罐体1通过第一隔板2、第二隔板3、第三隔板4和第四隔板5分隔出厌氧池6、缺氧池7、好氧池8、污泥回流井9和沉淀池10,所述厌氧池6、缺氧池7、好氧池8、污泥回流井9和沉淀池10的顶部分别设置有人孔,所述的厌氧池6、缺氧池7和好氧池8内均安装有组合填料,所述厌氧池6的前端设有进水口,该进水口内设有进水管11,所述进水管11的一端延伸出厌氧池6外与格栅井相连,其另一端延伸到厌氧池6内并位于底部上方,所述的污泥回流井9内的底部安装有污泥回流泵12,所述的污泥回流泵12上设有回流管13,该回流管13的一端与污泥回流泵12出泥端相连,其另一端穿过好氧池8和缺氧池7延伸到厌氧池6内并位于底部上方,所述第一隔板2的上方设有第一配水管14,该第一配水管1的一端与厌氧池6相连通,其另一端延伸到缺氧池7内位于底部上方,所述第二隔板3的上方设有第二配水管15,该第二配水管15的一端与缺氧池7相连通,其另一端延伸到好氧池8内并位于底部上方,所述第三隔板4的上方设有导流管16,该导流管16的一端与好氧池8相连通,其另一端穿过第四隔板5延伸到沉淀池10内与竖流筒17相连,所述竖流筒17的底部设有反射板18,所述沉淀池10的底部两侧镜像设有倾斜设置的挡板,所述第四隔板5的底部设有第四导流管27,该第四导流管27的一端与污泥回流井9相连通,其另一端穿过沉淀池10底部一侧的挡板延伸到沉淀池10内,所述沉淀池10的后端设有出水口,该出水口内设有出水管19;所述罐体1的外部设有纳米气泡发生器20,该纳米气泡发生器20的供氧端分别通过第一进风管21和第二进风管22与缺氧池7和好氧池8相连通,所述的第一进风管21和第二进风管22的出氧端分别位于缺氧池7和好氧池8内底部上方与曝气管23相连,所述纳米气泡发生器20的供氧端附近安装有总控制阀24,所述的第一进风管21和第二进风管22上分别安装有第一控制阀25和第二控制阀26。In order to solve the problems existing in the background technology, it includes a one-piece airtight tank body 1, which is separated by a first partition 2, a second partition 3, a third partition 4 and a fourth partition 5 Anaerobic pond 6, anoxic pond 7, aerobic pond 8, sludge return well 9 and sedimentation pond 10, described anaerobic pond 6, anoxic pond 7, aerobic pond 8, sludge return well 9 and sedimentation pond The top of 10 is provided with manhole respectively, and combined packing is all installed in described anaerobic pond 6, anoxic pond 7 and aerobic pond 8, and the front end of described anaerobic pond 6 is provided with water inlet, and this water inlet is provided with There is a water inlet pipe 11, one end of the water inlet pipe 11 extends out of the anaerobic tank 6 and is connected to the grid well, and the other end extends into the anaerobic tank 6 and is located above the bottom, and the sludge return well 9 in the A sludge return pump 12 is installed at the bottom, and the sludge return pump 12 is provided with a return pipe 13. One end of the return pipe 13 is connected to the sludge outlet end of the sludge return pump 12, and the other end passes through the aerobic pool 8 And the anoxic tank 7 extends into the anaerobic tank 6 and is located above the bottom, the first water distribution pipe 14 is arranged above the first dividing plate 2, and one end of the first water distribution pipe 1 communicates with the anaerobic tank 6, Its other end extends into the anoxic pool 7 and is located above the bottom. A second water distribution pipe 15 is arranged above the second dividing plate 3. One end of the second water distribution pipe 15 communicates with the anoxic pool 7, and its other end Extending into the aerobic pool 8 and above the bottom, a draft tube 16 is provided above the third partition 4, one end of the draft tube 16 communicates with the aerobic pool 8, and the other end passes through the fourth The partition plate 5 extends into the sedimentation tank 10 and is connected with the vertical flow tube 17. The bottom of the vertical flow tube 17 is provided with a reflector 18, and the two sides of the bottom of the sedimentation tank 10 are mirrored with obliquely arranged baffles. The bottom of the fourth dividing plate 5 is provided with a fourth guide pipe 27, one end of the fourth guide pipe 27 communicates with the sludge return well 9, and its other end passes through the baffle plate on the bottom side of the sedimentation tank 10 and extends to In the sedimentation tank 10, the rear end of the sedimentation tank 10 is provided with a water outlet, and the water outlet is provided with an outlet pipe 19; the outside of the tank body 1 is provided with a nano-bubble generator 20, and the nano-bubble generator 20 The oxygen supply end communicates with the anoxic pool 7 and the aerobic pool 8 through the first air inlet pipe 21 and the second air inlet pipe 22 respectively, and the oxygen outlet of the first air inlet pipe 21 and the second air inlet pipe 22 end is respectively located at the top of the bottom of the anoxic pool 7 and the aerobic pool 8 and is connected to the aeration pipe 23, and a general control valve 24 is installed near the oxygen supply end of the nanobubble generator 20, and the first air inlet pipe 21 A first control valve 25 and a second control valve 26 are respectively installed on the second air inlet pipe 22 .
所述进水管11的底部安装有正三通。A positive tee is installed at the bottom of the water inlet pipe 11 .
由于采用了以上技术方案,本发明具有以下有益效果:结果简单,提高了一体化设备的有效利用率;可以提高污水的流动性和罐体内的停留时间;可以促进泥水接触增强处理效果;且可以增强泥水分离效果。Due to the adoption of the above technical scheme, the present invention has the following beneficial effects: the result is simple, and the effective utilization rate of the integrated equipment is improved; the fluidity of sewage and the residence time in the tank can be improved; the muddy water contact can be promoted to enhance the treatment effect; and it can Enhance mud-water separation effect.
附图说明Description of drawings
为了更清楚地说明本发明,下面将结合附图对实施例作简单的介绍。In order to illustrate the present invention more clearly, the embodiments will be briefly introduced below in conjunction with the accompanying drawings.
图1是本发明的结构示意图;Fig. 1 is a structural representation of the present invention;
其中:in:
1、罐体;2、第一隔板;3、第二隔板;4、第三隔板;5、第四隔板;6、厌氧池;7、缺氧池;8、好氧池;9、污泥回流井;10、沉淀池;11、进水管;12、污泥回流泵;13、回流管;14、第一配水管;15、第二配水管;16、导流管;17、竖流筒;18、反射板;19、出水管;20、纳米气泡发生器;21、第一进风管;22、第二进风管;23、曝气管;24、总控制阀;25、第一控制阀;26、第二控制阀。1. Tank body; 2. First partition; 3. Second partition; 4. Third partition; 5. Fourth partition; 6. Anaerobic tank; 7. Anoxic tank; 8. Aerobic tank ; 9, sludge return well; 10, sedimentation tank; 11, water inlet pipe; 12, sludge return pump; 13, return pipe; 14, first water distribution pipe; 15, second water distribution pipe; 16, diversion pipe; 17. Vertical flow tube; 18. Reflecting plate; 19. Outlet pipe; 20. Nano bubble generator; 21. First air inlet pipe; 22. Second air inlet pipe; 23. Aeration pipe; 24. Master control valve ; 25, the first control valve; 26, the second control valve.
具体实施方式Detailed ways
为了使本发明实现的技术手段、创作特征、达成目的与功效易于明白了解,下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述。In order to make the technical means, creative features, goals and effects achieved by the present invention easy to understand, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention.
参看图1,本具体实施方式是采用以下技术方案予以实现,它包含一体式密闭的罐体1,该罐体1通过第一隔板2、第二隔板3、第三隔板4和第四隔板5分隔出厌氧池6、缺氧池7、好氧池8、污泥回流井9和沉淀池10,所述厌氧池6、缺氧池7、好氧池8、污泥回流井9和沉淀池10的顶部分别设置有人孔,所述的厌氧池6、缺氧池7和好氧池8内均安装有组合填料,所述厌氧池6的前端设有进水口,该进水口内设有进水管11,所述进水管11的一端延伸出厌氧池6外与格栅井相连,其另一端延伸到厌氧池6内并位于底部上方,所述的污泥回流井9内的底部安装有污泥回流泵12,所述的污泥回流泵12上设有回流管13,该回流管13的一端与污泥回流泵12出泥端相连,其另一端穿过好氧池8和缺氧池7延伸到厌氧池6内并位于底部上方,所述第一隔板2的上方设有第一配水管14,该第一配水管1的一端与厌氧池6相连通,其另一端延伸到缺氧池7内位于底部上方,所述第二隔板3的上方设有第二配水管15,该第二配水管15的一端与缺氧池7相连通,其另一端延伸到好氧池8内并位于底部上方,所述第三隔板4的上方设有导流管16,该导流管16的一端与好氧池8相连通,其另一端穿过第四隔板5延伸到沉淀池10内与竖流筒17相连,所述竖流筒17的底部设有反射板18,所述沉淀池10的底部两侧镜像设有倾斜设置的挡板,所述第四隔板5的底部设有第四导流管27,该第四导流管27的一端与污泥回流井9相连通,其另一端穿过沉淀池10底部一侧的挡板延伸到沉淀池10内,所述沉淀池10的后端设有出水口,该出水口内设有出水管19;所述罐体1的外部设有纳米气泡发生器20,该纳米气泡发生器20的供氧端分别通过第一进风管21和第二进风管22与缺氧池7和好氧池8相连通,所述的第一进风管21和第二进风管22的出氧端分别位于缺氧池7和好氧池8内底部上方与曝气管23相连,所述纳米气泡发生器20的供氧端附近安装有总控制阀24,所述的第一进风管21和第二进风管22上分别安装有第一控制阀25和第二控制阀26。Referring to Fig. 1, this specific embodiment is realized by adopting the following technical scheme, which includes an integral airtight tank body 1, and the tank body 1 passes through a first partition 2, a second partition 3, a third partition 4 and a first partition Four clapboards 5 separate anaerobic pool 6, anoxic pool 7, aerobic pool 8, sludge return well 9 and settling tank 10, described anaerobic pool 6, anoxic pool 7, aerobic pool 8, sludge The tops of the return well 9 and the sedimentation tank 10 are respectively provided with manholes, and combined fillers are installed in the anaerobic pool 6, the anoxic pool 7 and the aerobic pool 8, and the front end of the anaerobic pool 6 is provided with a water inlet , the water inlet is provided with a water inlet pipe 11, one end of the water inlet pipe 11 extends out of the anaerobic pool 6 and is connected to the grid well, and the other end extends into the anaerobic pool 6 and is located above the bottom, the sewage A sludge return pump 12 is installed at the bottom of the mud return well 9, and the sludge return pump 12 is provided with a return pipe 13. One end of the return pipe 13 is connected with the sludge outlet end of the sludge return pump 12, and the other end is Through the aerobic pool 8 and the anoxic pool 7, it extends into the anaerobic pool 6 and is located above the bottom. A first water distribution pipe 14 is provided above the first partition plate 2, and one end of the first water distribution pipe 1 is connected to the anaerobic pool. Oxygen pool 6 is connected, and its other end extends into anoxic pool 7 and is positioned at the top of the bottom, and the top of described second dividing plate 3 is provided with second water distribution pipe 15, and one end of this second water distribution pipe 15 is connected with anoxic pool 7. connected to each other, the other end of which extends into the aerobic pool 8 and is located above the bottom, a draft tube 16 is arranged above the third partition 4, and one end of the draft tube 16 communicates with the aerobic pool 8, and its The other end passes through the fourth partition 5 and extends into the sedimentation tank 10 to connect with the vertical flow tube 17. The bottom of the vertical flow tube 17 is provided with a reflector 18, and the bottom of the sedimentation tank 10 is mirrored on both sides with an inclined setting. The bottom of the fourth dividing plate 5 is provided with a fourth guide pipe 27, one end of the fourth guide pipe 27 communicates with the sludge return well 9, and the other end passes through the bottom of the sedimentation tank 10. The side baffle extends into the sedimentation tank 10, the rear end of the sedimentation tank 10 is provided with a water outlet, and the water outlet is provided with an outlet pipe 19; the outside of the tank body 1 is provided with a nano-bubble generator 20, which The oxygen supply end of the nanobubble generator 20 communicates with the anoxic pool 7 and the aerobic pool 8 through the first air inlet pipe 21 and the second air inlet pipe 22 respectively, and the first air inlet pipe 21 and the second air inlet pipe 22 are connected to each other. The oxygen outlet end of wind pipe 22 is respectively positioned at anoxic pond 7 and aerobic pond 8 inner bottom upper part and is connected with aeration pipe 23, and near the oxygen supply end of described nano-bubble generator 20, master control valve 24 is installed, and described A first control valve 25 and a second control valve 26 are installed on the first air inlet pipe 21 and the second air inlet pipe 22 respectively.
所述进水管11的底部安装有正三通。A positive tee is installed at the bottom of the water inlet pipe 11 .
下面结合附图对本具体实施方式中技术方案的工作原理做进一步的阐述:The working principle of the technical solution in this specific embodiment will be further elaborated below in conjunction with the accompanying drawings:
1、一体化罐体1前端设置有格栅井,格栅井内设置有提升泵吸水井,污水经过提升泵进入一体化设备,减少一体化罐体1内的提升井功能,从而提高一体化罐体的有效利用率;1. There is a grid well at the front end of the integrated tank body 1, and a lifting pump suction well is installed in the grid well, and the sewage enters the integrated equipment through the lifting pump, reducing the function of the lifting well in the integrated tank body 1, thereby improving the integrated tank. The effective utilization rate of the body;
2、采用下进上出的布水形式,可以提高污水的流动性和罐体1内的停留时间;2. Adopt the form of water distribution from the bottom to the top, which can improve the fluidity of the sewage and the residence time in the tank 1;
3、沉淀池10的前端设置了污泥回流井9,把回流的污泥送到厌氧池6内,这样就可以达到污泥回流的目的,同时也可以起到将厌氧池6内的污泥进行搅拌的作用,促进了泥水接触,增强了处理效果;3. The front end of the sedimentation tank 10 is provided with a sludge return well 9, and the returned sludge is sent to the anaerobic tank 6, so that the purpose of sludge return can be achieved, and at the same time, the sludge in the anaerobic tank 6 can also be discharged. The stirring effect of the sludge promotes the mud-water contact and enhances the treatment effect;
4、沉淀池10增加了竖流筒17及反射板18,增强了泥水分离效果。4. A vertical flow tube 17 and a reflection plate 18 are added to the settling tank 10 to enhance the mud-water separation effect.
5、我们还采用国际利先进的纳米水泡发生器20代替传统的风机,传统风机的氧气传送率只有不到15%,纳米气泡氧气传送率可以达到85%以上。氧气在水中停留时间,传统风机氧气在水中停留时间<30秒,纳米气泡氧气在水中停留时间>5分钟,同时纳米气泡有提高生物活性、强氧化和灭菌作用。5. We also use the international advanced nano-bubble generator 20 to replace the traditional fan. The oxygen transmission rate of the traditional fan is less than 15%, and the oxygen transmission rate of the nano-bubble can reach more than 85%. The residence time of oxygen in water is less than 30 seconds in traditional fans, and more than 5 minutes in nano-bubble oxygen. At the same time, nano-bubbles can improve biological activity, strong oxidation and sterilization.
最后应说明的是:以上实施例仅用以说明本发明的技术方案,而非对其限制;尽管参照前述实施例对本发明进行了详细的说明,本领域的普通技术人员应当理解,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的本质脱离本发明各实施例技术方案的精神和范围。Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit them; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that it can still be Modifications are made to the technical solutions described in the foregoing embodiments, or equivalent replacements are made to some of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the various embodiments of the present invention.
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| CN106145527A (en) * | 2016-07-26 | 2016-11-23 | 安力斯(天津)环保设备制造有限公司 | A kind of sterilization integrated equipment of novel biochemical |
| CN114249506A (en) * | 2022-01-11 | 2022-03-29 | 山东农业大学 | A miniature photodynamic energy integrated device for rural domestic sewage purification |
| CN119774761A (en) * | 2024-12-30 | 2025-04-08 | 华中科技大学 | A method for treating organic solid waste and wastewater and an anaerobic biological reaction system thereof |
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| KR20050113310A (en) * | 2004-05-25 | 2005-12-02 | 유림환경건설(주) | Oak filter bed for wastewater treatment method |
| JP2006263515A (en) * | 2005-03-22 | 2006-10-05 | Ngk Insulators Ltd | Treatment method of organic sludge |
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| CN106145527A (en) * | 2016-07-26 | 2016-11-23 | 安力斯(天津)环保设备制造有限公司 | A kind of sterilization integrated equipment of novel biochemical |
| CN114249506A (en) * | 2022-01-11 | 2022-03-29 | 山东农业大学 | A miniature photodynamic energy integrated device for rural domestic sewage purification |
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