CN207016650U - A kind of countryside sewage treatment equipment - Google Patents
A kind of countryside sewage treatment equipment Download PDFInfo
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Abstract
本实用新型提供了一种农村污水处理装置,属于污水处理技术领域。具体包括初沉池、反应池和集水池;反应池包括第一池体、第二池体、导流筒和第三池体,第二池体设于第一池体内,导流筒倒扣在第二池体上,第三池体环形设于第一池体外围,第一池体内壁与导流筒外壁之间设有环形固定板,固定板上方装填有生物填料,下方安装有曝气装置;初沉池通过进水管连接至第二池体内,集水池通过排水管与第三池体连通。该装置为地埋式一体化结构,适合广大北方农村污水处理使用,具有很好的保温功能,对废水处理效率高,建造成本低,结构简单,占地面积小。
The utility model provides a rural sewage treatment device, which belongs to the technical field of sewage treatment. It specifically includes the primary sedimentation tank, reaction tank and water collection tank; the reaction tank includes the first pool body, the second pool body, the diversion tube and the third pool body, the second pool body is set in the first pool body, and the diversion tube is reversed On the second pool body, the third pool body is annularly arranged on the periphery of the first pool body, and a ring-shaped fixing plate is arranged between the inner wall of the first pool body and the outer wall of the guide tube. Gas device; the primary settling tank is connected to the second pool body through the water inlet pipe, and the water collection tank is connected to the third pool body through the drain pipe. The device is a buried integrated structure, which is suitable for sewage treatment in the vast northern rural areas. It has a good heat preservation function, high efficiency in wastewater treatment, low construction cost, simple structure, and small footprint.
Description
技术领域technical field
本实用新型属于污水处理技术领域,特别涉及一种农村污水处理装置。The utility model belongs to the technical field of sewage treatment, in particular to a rural sewage treatment device.
背景技术Background technique
随着新农村的发展和人民生活水平的提高,村落废水排放量日益增加,对农业生态环境和水体环境产生的负面影响也日益严重。我国农村水环境污染问题日益突出。由于农村基础设施薄弱,缺少完善的污水收集和排放系统,污水未经处理直接排放至街道沟渠就近水体,严重污染了水体环境,农田污水灌溉及随意流淌现象较为普遍。为改善农村生活环境、提高农村水环境质量,必须加强农村生活污水处理与处置。With the development of new countryside and the improvement of people's living standards, the discharge of village wastewater is increasing, and the negative impact on the agricultural ecological environment and water environment is also becoming more and more serious. The problem of water pollution in my country's rural areas has become increasingly prominent. Due to the weak rural infrastructure and the lack of a complete sewage collection and discharge system, untreated sewage is directly discharged to nearby water bodies in street ditches, seriously polluting the water body environment, and farmland sewage irrigation and random flow are common. In order to improve the rural living environment and improve the quality of rural water environment, it is necessary to strengthen the treatment and disposal of rural domestic sewage.
尽管人们开始关注农村生活污水的治理,并经验了大量的研究和尝试,总体而言我国农村生活污水的治理尚处于起步阶段。受经济社会发展水平、区域特点、自然地理条件和环境目标等条件限制,绝大部分农村应采用高效、低耗、简易、可靠并与当地自然环境相融合的污水处理技术。尽管人们尝试采用自然处理系统对农村生活污水进行了有效尝试,然而自然处理系统受气候条件影响较大,尤其是我国北方低温期历时时间较长,自然处理系统的净化效果明显受到影响,比较而言生物强化处理系统在净化效果、占地面积、气候适应性等方面具有明显优势。Although people began to pay attention to the treatment of rural domestic sewage and experienced a lot of research and attempts, generally speaking, the treatment of rural domestic sewage in our country is still in its infancy. Restricted by the level of economic and social development, regional characteristics, natural and geographical conditions, and environmental objectives, most rural areas should adopt sewage treatment technologies that are efficient, low-consumption, simple, reliable, and integrated with the local natural environment. Although people have tried to use the natural treatment system to effectively treat rural domestic sewage, the natural treatment system is greatly affected by climatic conditions, especially the low temperature period in northern my country lasts for a long time, and the purification effect of the natural treatment system is obviously affected. It is said that the biological enhanced treatment system has obvious advantages in terms of purification effect, floor area, and climate adaptability.
CN 105731735 A公开了一种一体化农村污水处理装置,包括依次连通的过滤池、兼氧池、好氧池、MBR膜生物反应池和消毒池,以及与消毒池连通的排水管;过滤池的顶部设有过滤网兜,过滤池的底部设有絮状物过滤装置;兼氧池通过第一管道与过滤池连接;兼氧池内设有第一填料组件,兼氧池的底部设有第一曝气盘;好氧池通过第二管道与兼氧池连通;好氧池内设有第二填料组件,好氧池的底部设有第二曝气盘;MBR膜生物反应池通过第三管道与好氧池连通,MBR膜生物反应池内设有MBR膜组件和膜自动清洗装置,MBR膜生物反应池的底部设有第三曝气盘和排污管;消毒池通过第四管道与MBR膜生物反应池连通,消毒池内设有紫外线灭菌灯。该装置存在占用面积较大、设备复杂等问题,难于推广应用。CN 105731735 A discloses an integrated rural sewage treatment device, which includes sequentially connected filter tanks, facultative tanks, aerobic tanks, MBR membrane bioreaction tanks and disinfection tanks, and drainage pipes connected to the disinfection tanks; The top is provided with a filter bag, and the bottom of the filter tank is provided with a floc filtering device; the aerobic tank is connected to the filter tank through the first pipeline; The aerobic tank is connected with the facultative tank through the second pipeline; the second packing assembly is arranged in the aerobic tank, and the second aeration disc is arranged at the bottom of the aerobic tank; the MBR membrane bioreaction tank is connected with the aerobic tank through the third pipeline. The oxygen tank is connected, and the MBR membrane bioreaction tank is equipped with an MBR membrane module and an automatic membrane cleaning device. The bottom of the MBR membrane bioreaction tank is equipped with a third aeration tray and a sewage pipe; Connected, the disinfection pool is equipped with an ultraviolet sterilizing lamp. The device has the problems of large occupied area, complex equipment, etc., and is difficult to popularize and apply.
实用新型内容Utility model content
本实用新型的目的是为了解决中国北方广大农村地区的农村生活污水处理效率低、占地面积大、设备复杂等问题,提供一种农村生活污水处理装置。The purpose of the utility model is to provide a rural domestic sewage treatment device in order to solve the problems of low efficiency of rural domestic sewage treatment, large occupied area and complex equipment in the vast rural areas of northern China.
本实用新型提供的农村污水处理装置,包括初沉池、反应池和集水池;所述反应池包括第一池体、第二池体、导流筒和第三池体,所述第一池体上部敞口,且侧壁顶部环形设有排水豁口,所述第二池体设于所述第一池体内,所述第二池体高度小于第一池体,所述第二池体上部敞口,且底部装填厌氧污泥,侧壁顶部为平滑的齿状结构,所述导流筒倒扣在所述第二池体上,且距离所述第一池体池底40~50cm,所述第二池体侧壁顶部的齿状结构与所述导流筒内侧底部相接触,所述第三池体环形设于所述第一池体外围,所述第三池体顶部与所述第一池体平齐,底部高于所述第一池体底部;所述第一池体内壁与所述导流筒外壁之间设有环形固定板,所述环形固定板上方装填有生物填料,下方安装有曝气装置;所述初沉池侧壁靠上连接有进水管,所述进水管依次水平穿过第一池体侧壁、导流筒侧部和第二池体侧壁,进入所述第二池体内,所述进水管与垂直向下的布水管连通,所述布水管下端面距离所述第二池体底部50~100cm;集水池侧壁上方通过排水管与所述第三池体连通。The rural sewage treatment device provided by the utility model includes a primary sedimentation tank, a reaction tank and a sump; The upper part of the body is open, and the top of the side wall is annularly provided with a drainage gap, the second pool body is arranged in the first pool body, the height of the second pool body is smaller than that of the first pool body, and the upper part of the second pool body Open, and the bottom is filled with anaerobic sludge, the top of the side wall is a smooth tooth-like structure, the guide tube is buckled on the second pool body, and the distance from the bottom of the first pool body is 40-50cm , the tooth-like structure at the top of the side wall of the second pool is in contact with the inner bottom of the guide tube, the third pool is annularly arranged on the periphery of the first pool, and the top of the third pool is in contact with the bottom of the inner side of the guide tube. The first pool body is flat, and the bottom is higher than the bottom of the first pool body; an annular fixing plate is provided between the inner wall of the first pool and the outer wall of the guide tube, and the upper part of the annular fixing plate is filled with Biological filler, with an aeration device installed below; the side wall of the primary sedimentation tank is connected with a water inlet pipe on the upper side, and the water inlet pipe passes through the side wall of the first pool body, the side of the guide tube and the side of the second pool body in sequence wall, enters the second pool body, the water inlet pipe communicates with the vertically downward water distribution pipe, and the lower end surface of the water distribution pipe is 50-100cm away from the bottom of the second pool body; The third pool body is connected.
优选地,所述第一池体、第二池体和第三池体均为混凝土池,所述导流筒为碳钢材质,表面镀有防腐蚀层。Preferably, the first pool body, the second pool body and the third pool body are all concrete pools, and the guide tube is made of carbon steel, and the surface is coated with an anti-corrosion layer.
更优选地,所述初沉池内还设有过滤装置,所述过滤装置可拆卸固定于进水管的进水口处。More preferably, a filtering device is also provided in the primary sedimentation tank, and the filtering device is detachably fixed at the water inlet of the water inlet pipe.
更优选地,所述第三池体上设有盖板,所述盖板中部设有第一排气管,所述第一排气管顶部设有防雨帽;所述导流筒顶部上设有第二排气管,所述第二排气管穿设于所述第一排气管内。More preferably, the third pool body is provided with a cover plate, the middle part of the cover plate is provided with a first exhaust pipe, and the top of the first exhaust pipe is provided with a rainproof cap; A second exhaust pipe is provided, and the second exhaust pipe passes through the first exhaust pipe.
更优选地,所述曝气装置包括环形曝气管,所述环形曝气管与第三池体外的风机连接。More preferably, the aeration device includes an annular aeration pipe, and the annular aeration pipe is connected to a fan outside the third tank.
更优选地,所述排水豁口具有城墙垛口的形状。More preferably, the drainage gap has the shape of a battlement crenel.
更优选地,第一池体、第二池体、导流筒和第三池体均为筒状,相对同轴设置,第一池体的内径为3~4m,所述第二池体的内径为1~1.5m,所述第三池体的内径为4~5m,所述导流筒的内径为2~2.5m;所述第一池体高度为3.5m,所述第二池体的高度为3m。More preferably, the first pool body, the second pool body, the diversion cylinder and the third pool body are all cylindrical and coaxially arranged, the inner diameter of the first pool body is 3-4m, and the inner diameter of the second pool body is The inner diameter is 1-1.5m, the inner diameter of the third pool body is 4-5m, the inner diameter of the guide tube is 2-2.5m; the height of the first pool body is 3.5m, and the second pool body The height is 3m.
更优选地,所述第三池体底部距离所述第一池体底部2.0~2.5m,顶部与所述第一池体顶部齐平。More preferably, the bottom of the third pool body is 2.0-2.5m away from the bottom of the first pool body, and the top is flush with the top of the first pool body.
更优选地,所述布水管具有喇叭状结构。More preferably, the water distribution pipe has a horn-shaped structure.
本实用新型提供的农村污水处理装置具有如下有益效果:The rural sewage treatment device provided by the utility model has the following beneficial effects:
(1)该装置为地埋式一体化结构,适合广大北方农村污水处理使用,具有很好的保温功能,冬天污水不会结冰,利于微生物的存活。(1) The device is a buried integrated structure, which is suitable for sewage treatment in the vast northern rural areas. It has a good heat preservation function, and the sewage will not freeze in winter, which is conducive to the survival of microorganisms.
(2)待处理的污水在本装置中经沉淀、过滤后,依次进入厌氧、缺氧和好氧环境,结合生化处理,在这过程中,水流停留时间长,对废水处理效率高。(2) The sewage to be treated enters the anaerobic, anoxic and aerobic environments successively after sedimentation and filtration in this device, combined with biochemical treatment, in this process, the water flow stays for a long time and the wastewater treatment efficiency is high.
(3)该装置结构简单,建造成本低,适用于农村人口分散的地区,几十户人家可以共用一个污水处理装置。(3) The device has a simple structure and low construction cost, and is suitable for areas with scattered rural populations, where dozens of households can share one sewage treatment device.
(4)该装置主体结构为混凝土结构,建造成本低,结构简单,动力设备仅采用了风机进行曝气,整体为套筒式结构,占地面积小。(4) The main structure of the device is a concrete structure with low construction cost and simple structure. The power equipment only uses fans for aeration, and the overall structure is a sleeve type structure with a small footprint.
附图说明Description of drawings
图1是本实用新型提供的农村污水处理装置的结构示意图;Fig. 1 is the structural representation of the rural sewage treatment device provided by the utility model;
图2是图1中第一池体的结构示意图;Fig. 2 is the structural representation of the first pool body in Fig. 1;
图3是图1中第一池体和第二池体的相对位置结构示意图。Fig. 3 is a schematic diagram of the relative position and structure of the first cell body and the second cell body in Fig. 1 .
具体实施方式detailed description
为了使本领域技术人员更好地理解本实用新型的技术方案能予以实施,下面结合附图和具体实施例对本实用新型作进一步说明,但所举实施例不作为对本实用新型的限定。In order to enable those skilled in the art to better understand that the technical solution of the utility model can be implemented, the utility model will be further described below in conjunction with the accompanying drawings and specific examples, but the examples given are not intended to limit the utility model.
本实施例一种农村污水处理装置,具体如图1-3所示,包括初沉池101、反应池和集水池3;反应池包括第一池体201、第二池体202、导流筒203和第三池体204,第一池体201上部敞口,且侧壁顶部环形设有排水豁口,该排水豁口可以是城墙垛口的形状,也可以是与之相类似的形状,第二池体202设于第一池体201内,第二池体202高度小于第一池体201,第二池体202上部敞口,且底部装填厌氧污泥,侧壁顶部为平滑的齿状结构,导流筒203倒扣在第二池体202上,且距离第一池体201池底50cm,第二池体202侧壁顶部的齿状结构与导流筒203内侧底部相接触,第三池体204环形设于第一池体201外围,第三池体204顶部与第一池体201平齐,底部高于第一池体201底部;第一池体201内壁与导流筒203外壁之间设有环形固定板205,环形固定板205上方装填有生物填料层206,下方安装有曝气装置;初沉池101侧壁靠上连接有进水管,进水管依次水平穿过第一池体201侧壁、导流筒203侧部和第二池体202侧壁,进入第二池体202内,初沉池101内还设有过滤网,过滤网可拆卸固定于进水管的进水口处;进水管与垂直向下的布水管102连通,布水管102下端面距离第二池体202底部60cm;集水池3侧壁上方通过排水管与第三池体204连通。A kind of rural sewage treatment device of present embodiment, specifically as shown in Figure 1-3, comprises primary settling tank 101, reaction tank and sump 3; 203 and the third pool body 204, the upper part of the first pool body 201 is open, and the top of the side wall is annularly provided with a drainage gap, the drainage gap can be the shape of a city wall crenel, or a similar shape to it, the second pool The body 202 is set in the first pool body 201, the height of the second pool body 202 is smaller than the first pool body 201, the upper part of the second pool body 202 is open, and the bottom is filled with anaerobic sludge, and the top of the side wall is a smooth tooth-like structure , the guide tube 203 is buckled upside down on the second pool body 202, and is 50 cm away from the bottom of the first pool body 201, the tooth-like structure at the top of the side wall of the second pool body 202 is in contact with the inner bottom of the guide tube 203, and the third The pool body 204 is annularly arranged on the periphery of the first pool body 201, the top of the third pool body 204 is flush with the first pool body 201, and the bottom is higher than the bottom of the first pool body 201; the inner wall of the first pool body 201 and the outer wall of the guide tube 203 There is an annular fixing plate 205 between them, the top of the annular fixing plate 205 is filled with a biological filler layer 206, and the bottom is installed with an aeration device; the upper side wall of the primary sedimentation tank 101 is connected with a water inlet pipe, and the water inlet pipe passes through the first tank in turn The side wall of body 201, the side of guide tube 203 and the side wall of second pool body 202 enter into the second pool body 202, and a filter screen is also provided in the primary sedimentation tank 101, and the filter screen is detachably fixed on the water inlet of the water inlet pipe The water inlet pipe communicates with the vertically downward water distribution pipe 102, and the lower end surface of the water distribution pipe 102 is 60 cm away from the bottom of the second pool body 202;
使用该污水处理装置为地埋式,主体结构建于地下,处理污水时,原水进入混凝土的初沉池101内进行初步沉淀,初沉池101的出水水位相对第二池体顶部和排水豁口较高,上层清水通过过滤网103拦截悬浮物,并经高位设置的进水管流入,沿着布水管流入第二池体202内,布水管102可以设置成喇叭状结构,可使水流与污泥大面积接触。由于布水管102下端面距离第二池体202底部60cm,水流使第二池体202底部厌氧污泥上升,对水中的有机物进行厌氧反应,复杂有机物降解成简单稳定的化合物,有机氮转化成氨态氮,第二池体202内的水慢慢上升,水流经第二池体202侧壁顶部的齿状结构溢流,经导流筒203向下导流,沿第二池体202外侧壁和导流筒203内侧壁之间的间隙向第一池体201底部流动,进入缺氧环境,,然后水流沿着导流筒203外侧壁和第一池体201内侧壁之间的空间慢慢上升,进入好氧环境,好氧环境中设置有生物填料,生物填料的下方安装有曝气装置,来自于厌氧环境的氨态氮在硝化菌和亚硝化菌的作用下转化成硝态氮和亚硝态酸氮,聚磷菌从废水中摄取大量溶解态的正磷酸盐完成聚磷的过程,从而完成有机物的进一步降解以及脱氮除磷。经好氧处理的上层水流经第一池体201顶部环形设置的排水豁口溢流池第一池体201外周,进入第三池体204内,第三池体204内的水经排水管排至集水池3,处理后的水可以进行农业浇灌,进一步利用。The sewage treatment device used is buried, and the main structure is built underground. When treating sewage, the raw water enters the concrete primary settling tank 101 for preliminary sedimentation. High, the upper clear water passes through the filter screen 103 to intercept suspended matter, and flows in through the water inlet pipe set at a high position, and flows into the second pool body 202 along the water distribution pipe 102, which can be set in a trumpet-shaped structure, which can make the water flow and sludge larger area contact. Since the lower end surface of the water distribution pipe 102 is 60 cm away from the bottom of the second pool body 202, the water flow causes the anaerobic sludge at the bottom of the second pool body 202 to rise, and anaerobic reactions are performed on the organic matter in the water, and the complex organic matter is degraded into simple and stable compounds, and the organic nitrogen is converted Ammonia nitrogen, the water in the second pool body 202 slowly rises, the water flows through the tooth-shaped structure overflow on the top of the side wall of the second pool body 202, flows downward through the guide tube 203, and flows along the second pool body 202 The gap between the outer wall and the inner wall of the guide cylinder 203 flows to the bottom of the first pool body 201 and enters the anoxic environment, and then the water flows along the space between the outer wall of the guide tube 203 and the inner wall of the first pool body 201 Slowly rise and enter the aerobic environment. The aerobic environment is equipped with biological fillers, and an aeration device is installed under the biological fillers. The ammonia nitrogen from the anaerobic environment is converted into nitrate under the action of nitrifying bacteria and nitrosifying bacteria. Phosphorus accumulating bacteria absorb a large amount of dissolved orthophosphate from wastewater to complete the process of phosphorus accumulation, thereby completing the further degradation of organic matter and denitrification and phosphorus removal. The aerobically treated upper layer water flows through the outer periphery of the first pool body 201 and enters the third pool body 204, and the water in the third pool body 204 is discharged to the In the sump 3, the treated water can be used for agricultural irrigation and further utilization.
需要说明的是,上述第一池体201、第二池体202和第三池体204以混凝土结构为最佳,建造成本低,结实耐用,考虑到导流筒203的具体设置方式,导流筒203选用碳钢材质,表面镀有防腐蚀层。It should be noted that the above-mentioned first pool body 201, second pool body 202, and third pool body 204 are preferably constructed of concrete, which is low in construction cost and durable. The barrel 203 is made of carbon steel, and the surface is coated with an anti-corrosion layer.
该装置在处理污水过程中,由于使用时,导流筒203内顶部会积存一些由于厌氧反应产生的气体,特在导流筒203顶部上设有用于导排气体的第二排气管209,考虑到安全性,第三池体204上还设有盖板,盖板中部设有第一排气管210,用于导排池体密封时,第一池体内101产生的一些气体,第二排气管209穿设于第一排气管210内,一个管径大一个管径小,为了避免下雨雨水进入装置,特在第一排气管210顶部设有防雨帽;During the sewage treatment process of this device, since some gas generated by anaerobic reaction will be accumulated in the top of the guide tube 203 during use, a second exhaust pipe for guiding and discharging the gas is specially provided on the top of the guide tube 203 209. In consideration of safety, the third pool body 204 is also provided with a cover plate, and the middle part of the cover plate is provided with a first exhaust pipe 210, which is used to guide and discharge some gases generated in the first pool body 101 when the pool body is sealed. The second exhaust pipe 209 is installed in the first exhaust pipe 210, one pipe diameter is larger and the other pipe diameter is small, in order to prevent rainwater from entering the device, a rainproof cap is specially provided on the top of the first exhaust pipe 210;
需要进一步说明的是,上述曝气装置包括环形曝气管207,环形曝气管207与第三池体204外的风机208连接。It should be further explained that the above-mentioned aeration device includes an annular aeration pipe 207 , and the annular aeration pipe 207 is connected with a fan 208 outside the third pool body 204 .
优选地,该装置中第一池体201、第二池体202、导流筒203和第三池体204可以均是筒状,相互之间同轴设置,建造时,各构成之间常规的尺寸请参考下面的数据,第一池体201的内径为3~4m,第二池体202的内径为1~1.5m,第三池体204的内径为4~5m,导流筒203的内径为2~2.5m;第一池体201高度为3.5m,第二池体202的高度为3m;第三池体204底部距离第一池体(201)底部2.0~2.5m,顶部与第一池体201顶部齐平。当然该装置的结构并不限于上述数据,他们的形状也可以是其他形状,例如矩形筒状结构也是可以的,在这里我们只是给出了我们常规设计的结构和参数进行举例说明。Preferably, the first pool body 201, the second pool body 202, the guide cylinder 203 and the third pool body 204 in the device can all be cylindrical and arranged coaxially with each other. During construction, the conventional Please refer to the following data for the size. The inner diameter of the first pool body 201 is 3-4m, the inner diameter of the second pool body 202 is 1-1.5m, the inner diameter of the third pool body 204 is 4-5m, and the inner diameter of the flow guide tube 203 The height of the first pool body 201 is 3.5m, and the height of the second pool body 202 is 3m; the bottom of the third pool body 204 is 2.0-2.5m away from the bottom of the first pool body (201), and the top is 2.0-2.5m away from the first pool body (201). The top of the pool body 201 is flush. Of course, the structure of the device is not limited to the above data, and their shapes can also be other shapes, for example, a rectangular cylindrical structure is also possible, here we just give examples of our conventionally designed structures and parameters.
以上所述实施例仅是为充分说明本实用新型而所举的较佳的实施例,其保护范围不限于此。本技术领域的技术人员在本实用新型基础上所作的等同替代或变换,均在本实用新型的保护范围之内,本实用新型的保护范围以权利要求书为准。The above-mentioned embodiments are only preferred embodiments for fully illustrating the utility model, and the scope of protection thereof is not limited thereto. The equivalent substitutions or transformations made by those skilled in the art on the basis of the utility model are all within the protection scope of the utility model, and the protection scope of the utility model shall be determined by the claims.
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| CN110902823A (en) * | 2019-10-12 | 2020-03-24 | 长江大学 | Be used for low carbon nitrogen to compare sewage treatment plant |
| CN118206201A (en) * | 2024-04-02 | 2024-06-18 | 江苏启德水务有限公司 | A phosphorus removal device suitable for agricultural pollution site reconstruction |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110902823A (en) * | 2019-10-12 | 2020-03-24 | 长江大学 | Be used for low carbon nitrogen to compare sewage treatment plant |
| CN118206201A (en) * | 2024-04-02 | 2024-06-18 | 江苏启德水务有限公司 | A phosphorus removal device suitable for agricultural pollution site reconstruction |
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