CN105314798B - A kind of grid septic tank of green ecological four and sewage water treatment method - Google Patents

A kind of grid septic tank of green ecological four and sewage water treatment method Download PDF

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CN105314798B
CN105314798B CN201510835060.XA CN201510835060A CN105314798B CN 105314798 B CN105314798 B CN 105314798B CN 201510835060 A CN201510835060 A CN 201510835060A CN 105314798 B CN105314798 B CN 105314798B
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汪青杰
张延年
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Fuda Lingang Water Supply And Drainage Co ltd In Xiangshui County
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Shenyang Jianzhu University
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Abstract

本发明一种绿色生态四格化粪池及污水处理方法,属于建筑技术领域,该化粪池包括顶板、隔板、侧板、底板、进水管、出水管、一级过水管、二级过水管,该化粪池通过隔板分割为初级腐化室、深度腐化室、澄清室和专用清掏补充腐化室,其中,初级腐化室、深度腐化室和澄清室依次相邻,所述的初级腐化室和深度腐化室还与专用清掏补充腐化室相邻;本发明承重能力强、使用寿命长、耐酸碱腐蚀、安装方便、不渗漏,污水处理效果好等明显的优点,尤其是在清掏时解决了粪便发酵腐熟时间不足的问题,最大程度上杀死有害病菌。

The invention relates to a green ecological four-compartment septic tank and a sewage treatment method, which belong to the field of construction technology. Water pipes, the septic tank is divided into primary corrosion room, deep corrosion room, clarification room and special cleaning supplementary corrosion room through partitions, wherein the primary corrosion room, deep corrosion room and clarification room are adjacent in sequence, and the primary corrosion room The chamber and the deep corrosion chamber are also adjacent to the special cleaning and supplementary corrosion chamber; the invention has obvious advantages such as strong load-bearing capacity, long service life, acid and alkali corrosion resistance, convenient installation, no leakage, and good sewage treatment effect, especially in It solves the problem of insufficient time for feces to ferment and decompose during cleaning, and kills harmful bacteria to the greatest extent.

Description

一种绿色生态四格化粪池及污水处理方法A kind of green ecological four compartment septic tank and sewage treatment method

技术领域technical field

本发明属于建筑技术领域,特别是涉及一种绿色生态四格化粪池及污水处理方法。The invention belongs to the technical field of construction, in particular to a green ecological four-compartment septic tank and a sewage treatment method.

背景技术Background technique

化粪池是处理粪便并加以过滤沉淀的设备;其原理是固化物在池底分解,上层的水化物体,进入管道流走,防止了管道堵塞,给固化物体(粪便等垃圾)有充足的时间水解;化粪池指的是将生活污水分格沉淀,及对污泥进行厌氧消化的小型处理构筑物。The septic tank is a device for treating feces and filtering and sedimenting; the principle is that the solidified matter decomposes at the bottom of the pool, and the hydrated objects on the upper layer flow into the pipeline to prevent the pipeline from being blocked, and provide enough water for the solidified objects (feces and other garbage) Time hydrolysis; septic tank refers to a small-scale treatment structure that separates domestic sewage for sedimentation and anaerobically digests sludge.

最早的化粪池起源于19世纪的欧洲,距今已有100多年的历史;在城市生活区内设置化粪池的初始目的是为了积取肥料.随着城市化的进展及环境污染的加剧,化粪池对保护水体起到了积极作用;现今,在我国许多大城市,化粪池为农业生产提供肥料的作用已基本消失,化粪池已成为环境保护的基本措施之一。The earliest septic tanks originated in Europe in the 19th century and have a history of more than 100 years; the original purpose of setting up septic tanks in urban living areas was to collect fertilizers. , Septic tanks have played a positive role in protecting water bodies; nowadays, in many large cities in my country, the role of septic tanks in providing fertilizer for agricultural production has basically disappeared, and septic tanks have become one of the basic measures for environmental protection.

化粪池是基本的污泥处理设施,同时也是生活污水的预处理设施,它的作用表现在:1、保障生活社区的环境卫生,避免生活污水及污染物在居住环境的扩散。2、在化粪池厌氧腐化的工作环境中,杀灭蚊蝇虫卵。3、临时性储存污泥,有机污泥进行厌氧腐化,熟化的有机污泥可作为农用肥料。4、生活污水的预处理(一级处理),沉淀杂质,并使大分子有机物水解,成为酸、醇等小分子有机物,改善后续的污水处理。Septic tank is a basic sludge treatment facility and also a pretreatment facility for domestic sewage. Its functions are as follows: 1. To ensure the environmental sanitation of the living community and avoid the spread of domestic sewage and pollutants in the living environment. 2. In the working environment of anaerobic corrosion in septic tanks, kill mosquito eggs. 3. Temporary storage of sludge, organic sludge undergoes anaerobic decomposition, and the matured organic sludge can be used as agricultural fertilizer. 4. Pretreatment of domestic sewage (primary treatment), precipitate impurities, and hydrolyze macromolecular organic substances into small molecular organic substances such as acids and alcohols to improve subsequent sewage treatment.

化粪池是一种利用沉淀和厌氧发酵的原理,去除生活污水中悬浮性有机物的处理设施,属于初级的过渡性生活处理构筑物;生活污水中含有大量粪便、纸屑、病原虫...悬浮物固体浓度为100~350mg/L,有机物浓度CODCr在100~400mg/L之间,其中悬浮性的有机物浓度BOD5为50~200mg/L;污水进入化粪池经过12~24h的沉淀,可去除50%~60%的悬浮物;沉淀下来的污泥经过3个月以上的厌氧发酵分解,使污泥中的有机物分解成稳定的无机物,易腐败的生污泥转化为稳定的熟污泥,改变了污泥的结构,降低了污泥的含水率。定期将污泥清掏外运,填埋或用作肥料。要求:化粪池的沉淀部分和腐化部分的计算容积,应按《建筑给水排水设计规范》(GB50015-2003)第4.8.4~4.8.7条确定;污水在化粪池中停留时间宜采用12h~24h。对于无污泥处置的污水处理系统,化粪池容积还应包括贮存污泥的容积。Septic tank is a treatment facility that uses the principle of sedimentation and anaerobic fermentation to remove suspended organic matter in domestic sewage. It is a primary transitional living treatment structure; domestic sewage contains a lot of feces, paper scraps, pathogens... The solid concentration of suspended solids is 100-350mg/L, the concentration of organic matter CODCr is between 100-400mg/L, and the concentration of suspended organic matter BOD5 is 50-200mg/L; the sewage enters the septic tank after 12-24h of precipitation, can be Remove 50% to 60% of suspended matter; the settled sludge is decomposed by anaerobic fermentation for more than 3 months, so that the organic matter in the sludge is decomposed into stable inorganic matter, and the perishable raw sludge is converted into stable cooked Sludge changes the structure of sludge and reduces the moisture content of sludge. Regularly remove the sludge and transport it to landfill or use it as fertilizer. Requirements: The calculated volume of the sedimentation part and the corrosion part of the septic tank should be determined according to Article 4.8.4~4.8.7 of the "Code for Design of Water Supply and Drainage for Buildings" (GB50015-2003); the residence time of sewage in the septic tank should be determined by 12h~24h. For sewage treatment systems without sludge disposal, the volume of septic tanks should also include the volume of sludge storage.

传统化粪池的应用已经有一百多年历史,技术路线是污水和污泥接触的模式,沉积的污泥消化降解产生沼气、二氧化碳、硫化氢等消化气,消化气的上浮作用对污泥产生扰动,消化气对污泥的扰动作用能够让污泥与生物菌群的混合更充分,有助于消化降解。但底部污泥随消化气上升,气泡逸出后,污泥又重新向下沉淀,这些上升和沉淀的污泥又重新污染污水。The application of traditional septic tanks has a history of more than 100 years. The technical route is the contact mode of sewage and sludge. The deposited sludge is digested and degraded to produce digested gas such as biogas, carbon dioxide, and hydrogen sulfide. Disturbance is generated, and the disturbing effect of digested gas on sludge can make sludge and biological flora more fully mixed, which is helpful for digestion and degradation. However, the sludge at the bottom rises with the digested gas, and after the air bubbles escape, the sludge settles down again, and the sludge that rises and settles pollutes the sewage again.

在化粪池污水与污泥接触混合的技术模式下,影响化粪池的沉淀及出水水质,需要延长污水停留时间来改善沉淀效果及出水水质,污水停留时间一般为12~24小时。Under the technical mode of septic tank sewage and sludge contact and mixing, the sedimentation and effluent water quality of the septic tank are affected, and the sewage residence time needs to be extended to improve the sedimentation effect and effluent water quality. The sewage residence time is generally 12 to 24 hours.

三相分离化粪池技术是在传统化粪池的基础上,保留了化粪池中泥水混合的优点,增加了“污水、污泥、消化气”三相分离的技术,在化粪池的出水端设置三相分离装置,使出水端的污泥、消化气与污水处理过程分离,避免气浮现象对污水处理的干扰。出水端的沉淀槽参照平流沉淀池技术标准,污水沉淀时间2小时之内。The three-phase separation septic tank technology is based on the traditional septic tank, retaining the advantages of mud-water mixing in the septic tank, and adding the three-phase separation technology of "sewage, sludge, and digested gas". A three-phase separation device is installed at the water outlet to separate the sludge and digested gas at the water outlet from the sewage treatment process, so as to avoid the interference of air flotation on sewage treatment. The sedimentation tank at the water outlet refers to the technical standard of the advection sedimentation tank, and the sewage sedimentation time is within 2 hours.

化粪池的容积由污水容积和污泥容积构成,三相分离化粪池中污水停留时间4-6小时,相对于泥水混合化粪池中污水停留时间12~24小时,通过缩短污水停留时间而节省了有效容积,所节省有效容积能够存储更多的污泥。The volume of the septic tank is composed of sewage volume and sludge volume. The sewage residence time in the three-phase separation septic tank is 4-6 hours, compared with the sewage residence time in the mud-water mixed septic tank of 12-24 hours. The effective volume is saved, and the saved effective volume can store more sludge.

化粪池的基本原理是利用寄生虫卵的比重大于粪尿混合液而产生的沉淀作用及粪便密闭厌氧发酵、液化、氨化、生物拮抗等原理除去和杀灭寄生虫卵及病菌,控制蚊蝇孳生,从而达到粪便无害化的目的。三格化粪池由相联的三个池子组成,中间由过粪管联通,主要是利用厌氧发酵、中层过粪和寄生虫卵比重大于一般混合液比重而易于沉淀的原理,粪便在池内经过30天以上的发酵分解,中层粪液依次由1池流至3池,以达到沉淀或杀灭粪便中寄生虫卵和肠道致病菌的目的,第3池粪液成为优质化肥。The basic principle of the septic tank is to remove and kill parasite eggs and germs by using the sedimentation effect of the proportion of parasite eggs greater than that of the fecal-urine mixture and the principles of feces closed anaerobic fermentation, liquefaction, ammoniation, and biological antagonism, etc. Mosquitoes and flies breed, so as to achieve the purpose of harmless feces. The three-compartment septic tank is composed of three connected pools, and the middle is connected by a feces pipe. It is mainly based on the principle that the proportion of anaerobic fermentation, the middle layer of feces, and the proportion of parasite eggs is higher than that of the general mixed solution and is easy to settle. The feces are in the pool. After more than 30 days of fermentation and decomposition, the manure liquid in the middle layer flows from the first pond to the third pond in order to achieve the purpose of precipitating or killing parasite eggs and intestinal pathogenic bacteria in the feces, and the manure liquid in the third pond becomes high-quality fertilizer.

三格化粪池容积应根据使用人数、冲水量、粪便发酵腐熟的时间以及沉卵灭菌的要求来决定。粪便发酵腐熟时间及病原体死亡时间按30天计算,其中在第一池需停留20天,第二池停留10天,第三池容积至少是二池之和。The volume of the three-compartment septic tank should be determined according to the number of users, the amount of flushing water, the time for feces to ferment and decompose, and the requirements for sterilization of eggs. The feces fermentation time and pathogen death time are calculated on the basis of 30 days, of which 20 days are required in the first pond, 10 days in the second pond, and the volume of the third pond is at least the sum of the two ponds.

化粪池作为有一百多年历史的传统环保设施,发挥了重要作用,但是随着社会的进步和城市现代化的发展,也出现了与社会发展背离的问题,亟待解决,主要表现在:As a traditional environmental protection facility with a history of more than 100 years, septic tanks have played an important role. However, with the progress of society and the development of urban modernization, problems that deviate from social development have also emerged, which need to be resolved urgently, mainly in the following areas:

1、污泥的处置问题1. Disposal of sludge

按照化粪池的技术标准,化粪池的污泥清掏时间一般为90天、180天、360天,被清掏的污泥可以作为有机肥料,或者进行无害化处置;但是,随着化肥的广泛使用,社会的发展,使用粪便肥料越来越少,与此同时,我国污泥处置行业严重滞后,粪便污泥的无害化处理不足,我国13.6亿人每年产生超亿吨的粪便污泥,根据统计局数据,2012年无害化处理的粪便污泥只有801.4万吨。大量粪便污泥的清掏转移,造成了二次污染;因此,如果不能解决化粪池污泥的无害化处置问题,化粪池污泥就会成为水污染的污染源,化粪池问题是关系水污染治理成效的环保问题。According to the technical standards of septic tanks, the sludge cleaning time of septic tanks is generally 90 days, 180 days, and 360 days, and the cleaned sludge can be used as organic fertilizers or for harmless disposal; however, as With the wide use of chemical fertilizers and the development of society, the use of feces fertilizers is becoming less and less. At the same time, the sludge disposal industry in my country is seriously lagging behind, and the harmless treatment of fecal sludge is insufficient. 1.36 billion people in my country produce more than 100 million tons of feces every year Sludge, according to statistics from the Bureau of Statistics, in 2012, only 8.014 million tons of fecal sludge was harmlessly treated. The removal and transfer of a large amount of fecal sludge has caused secondary pollution; therefore, if the problem of harmless disposal of septic tank sludge cannot be solved, septic tank sludge will become a source of water pollution, and the problem of septic tanks is Environmental issues related to the effectiveness of water pollution control.

2、化粪池的堵塞问题2. Blockage of septic tank

化粪池沉积污泥,底部是沉积污泥,表层是漂浮污泥,中间是悬浮污泥及污水,化粪池由隔墙分隔为两格化粪池或三格化粪池,隔墙上的过水洞口位于化粪池隔墙的中间部位,如果化粪池没有及时清掏,当化粪池沉积污泥超出过水洞口的高度,污泥就会堵塞洞口,造成化粪池堵塞;化粪池的堵塞问题严重影响了用户的正常生活,是亟待解决的化粪池应用问题。The septic tank deposits sludge, the bottom is sedimentary sludge, the surface is floating sludge, and the middle is suspended sludge and sewage. The septic tank is divided into two septic tanks or three septic tanks by partition walls. If the septic tank is not cleared in time, when the sludge deposited in the septic tank exceeds the height of the water hole, the sludge will block the hole and cause the septic tank to be blocked; The blockage of septic tanks has seriously affected the normal life of users, and it is an urgent problem in the application of septic tanks.

发明内容Contents of the invention

针对现有技术的缺点,本发明提出一种绿色生态四格化粪池及污水处理方法,以达到解决淤泥清掏时粪便发酵不足问题的目的。Aiming at the shortcomings of the prior art, the present invention proposes a green ecological four-compartment septic tank and a sewage treatment method to achieve the purpose of solving the problem of insufficient fermentation of feces during sludge removal.

一种绿色生态四格化粪池,该化粪池包括顶板、隔板、侧板、底板、进水管、出水管、一级过水管、二级过水管,该化粪池通过隔板分割为初级腐化室、深度腐化室、澄清室和专用清掏补充腐化室,其中,初级腐化室、深度腐化室和澄清室依次相邻,所述的初级腐化室和深度腐化室还与专用清掏补充腐化室相邻;A green ecological four-compartment septic tank, the septic tank includes a top plate, a partition, a side plate, a bottom plate, a water inlet pipe, a water outlet pipe, a primary water pipe, a secondary water pipe, and the septic tank is divided into The primary corrosion room, deep corrosion room, clarification room and special cleaning supplementary corrosion room, wherein the primary corrosion room, deep corrosion room and clarification room are adjacent to each other in sequence, and the primary corrosion room and deep corrosion room are supplemented with special cleaning Corruption chambers are adjacent;

所述的进水管设置于初级腐化室内,所述的出水管设置于澄清室内,在初级腐化室与深度腐化室之间设置一级过水管,在深度腐化室与澄清室之间设置二级过水管;The water inlet pipe is arranged in the primary corrosion chamber, the water outlet pipe is arranged in the clarification chamber, a primary water pipe is provided between the primary corrosion chamber and the deep corrosion chamber, and a secondary water passage is provided between the deep corrosion chamber and the clarification chamber. water pipe;

所述的初级腐化室和深度腐化室的顶板上开设检查口,所述的澄清室和专用清掏补充腐化室的顶板上开设清掏口;在初级腐化室与专用清掏补充腐化室之间隔板的底部均匀设置有多个初级腐化室开关式清淤口;在初级腐化室与专用清掏补充腐化室之间隔板的中上部设置开关式浮渣过口;在深度腐化室与专用清掏补充腐化室之间隔板的底部均匀设置有多个深度腐化室开关式清淤口;在深度腐化室与专用清掏补充腐化室之间隔板的中上部设置开关式浮渣过口。The inspection port is set on the top plate of the primary corrosion chamber and the deep corrosion chamber, and the cleaning port is set on the top plate of the clarification chamber and the special cleaning supplementary corrosion room; The bottom of the plate is evenly equipped with a plurality of switch-type dredging ports for primary corrosion chambers; switch-type scum outlets are provided on the middle and upper part of the partition between the primary corrosion chamber and the special dredging supplementary corrosion chamber; between the deep corrosion chamber and the special dredging The bottom of the partition between the supplementary corrosion chambers is uniformly equipped with a plurality of switch-type dredging ports for deep corrosion chambers; switch-type scum outlets are arranged at the middle and upper parts of the partitions between the deep corrosion chambers and the special dredging supplementary corrosion chambers.

所述的初级腐化室和深度腐化室的底板顶面与初级腐化室开关式清淤口、深度腐化室开关式清淤口的底部同高,且初级腐化室和深度腐化室的底板顶面从初级腐化室开关式清淤口和深度腐化室开关式清淤口到对面侧板形成0.05~0.1的上升坡度。The top surface of the bottom plate of the primary corrosion chamber and the deep corrosion chamber is at the same height as the bottom of the switch-type dredging port of the primary corrosion chamber and the switch-type dredging port of the deep corrosion chamber, and the top surface of the bottom plate of the primary corrosion chamber and the deep corrosion chamber is from The switch-type dredging port of the primary corrosion chamber and the switch-type dredging port of the deep corrosion chamber form an ascending slope of 0.05-0.1 to the opposite side plate.

所述的专用清掏补充腐化室的底板水平设置,且其顶面与初级腐化室开关式清淤口和深度腐化室开关式清淤口之间的高度差为50~100mm。The bottom plate of the special dredging supplementary corrosion chamber is set horizontally, and the height difference between its top surface and the switch-type dredging port of the primary corrosion chamber and the switch-type dredging port of the deep corrosion chamber is 50-100mm.

所述的初级腐化室为20天~30天的储存空间,深度腐化室为10天~20天的储存空间。The primary corrosion chamber is a storage space for 20 to 30 days, and the deep corrosion chamber is a storage space for 10 to 20 days.

采用绿色生态四格化粪池进行的污水处理方法,当初级腐化室或深度腐化室清掏时,首先打开开关式浮渣过口使浮渣进入到专用清掏补充腐化室,完毕后关闭开关式浮渣过口,再打开初级腐化室开关式清淤口或深度腐化室开关式清淤口,完毕后关闭初级腐化室开关式清淤口或深度腐化室开关式清淤口;进行补充腐化处理,最后再进行清掏。The sewage treatment method adopts the green ecological four-compartment septic tank. When the primary corrosion chamber or the deep corrosion chamber is cleaned, the switch-type scum outlet is first opened so that the scum enters the special cleaning and supplementary corrosion chamber, and the switch is turned off after completion. Open the switch-type dredging port of the primary corrosion chamber or the switch-type dredging port of the deep corrosion chamber, and then close the switch-type dredging port of the primary corrosion chamber or the switch-type dredging port of the deep corrosion chamber; carry out supplementary corrosion processing, and finally clearing.

本发明的有益效果:Beneficial effects of the present invention:

本发明提出一种绿色生态四格化粪池及污水处理方法,本发明承重能力强、使用寿命长、耐酸碱腐蚀、安装方便、不渗漏,污水处理效果好等明显的优点,尤其是在清掏时解决了粪便发酵腐熟时间不足的问题,最大程度上杀死有害病菌。The invention proposes a green ecological four-compartment septic tank and a sewage treatment method. The invention has obvious advantages such as strong load-bearing capacity, long service life, acid and alkali corrosion resistance, convenient installation, no leakage, and good sewage treatment effect, especially It solves the problem of insufficient time for feces to ferment and decompose during cleaning, and kills harmful bacteria to the greatest extent.

附图说明Description of drawings

图1为本发明一种实施例的绿色生态四格化粪池俯视示意图;Fig. 1 is a top view schematic diagram of a green ecological four grid septic tank of an embodiment of the present invention;

图2为本发明一种实施例的图1的A-A剖面示意图;Fig. 2 is the A-A sectional schematic diagram of Fig. 1 of an embodiment of the present invention;

图3为本发明一种实施例的图1的B-B剖面示意图。Fig. 3 is a schematic cross-sectional view of B-B of Fig. 1 according to an embodiment of the present invention.

图中,1为初级腐化室;2为深度腐化室;3为澄清室;4为专用污泥清掏补充腐化室;5为检查口;6为清掏口;7为进水管;8为出水管;9为开关式浮渣过口;10为初级腐化室开关式清淤口;11为深度腐化室开关式清淤口;12为顶板;13为隔板;14为侧板;15为地板;16为一级过水管;17为二级过水管。In the figure, 1 is the primary corrosion room; 2 is the deep corrosion room; 3 is the clarification room; 4 is the special sludge cleaning supplementary corrosion room; 5 is the inspection port; 6 is the cleaning port; 7 is the water inlet pipe; 8 is the outlet Water pipe; 9 is the switch-type scum outlet; 10 is the switch-type dredging port of the primary corrosion chamber; 11 is the switch-type dredging port of the deep corrosion chamber; 12 is the top plate; 13 is the partition; 14 is the side plate; 15 is the floor ; 16 is a primary water pipe; 17 is a secondary water pipe.

具体实施方式detailed description

下面结合附图对本发明一种实施例做进一步说明。An embodiment of the present invention will be further described below in conjunction with the accompanying drawings.

本发明实施例中,如图1和图2所示,绿色生态四格化粪池包括顶板12、隔板13、侧板14、底板15、进水管7、出水管8、一级过水管16、二级过水管17,该化粪池通过隔板13分割为初级腐化室1、深度腐化室2、澄清室3和专用清掏补充腐化室4,其中,初级腐化室1、深度腐化室2和澄清室3依次相邻,所述的初级腐化室1和深度腐化室2还与专用清掏补充腐化室4相邻;In the embodiment of the present invention, as shown in Figures 1 and 2, the green ecological four-compartment septic tank includes a top plate 12, a partition plate 13, a side plate 14, a bottom plate 15, an inlet pipe 7, an outlet pipe 8, and a primary water pipe 16 , secondary water pipe 17, the septic tank is divided into primary corrosion chamber 1, deep corrosion chamber 2, clarification chamber 3 and special cleaning supplementary corrosion chamber 4 through partition 13, wherein, primary corrosion chamber 1, deep corrosion chamber 2 Adjacent to the clarification chamber 3 in sequence, the primary corrosion chamber 1 and the deep corrosion chamber 2 are also adjacent to the special cleaning supplementary corrosion chamber 4;

本发明实施例中,如图2所示,进水管7设置于初级腐化室1内,所述的出水管8设置于澄清室3内,在初级腐化室1与深度腐化室2之间设置一级过水管16,在深度腐化室2与澄清室3之间设置二级过水管17;初级腐化室1和深度腐化室2的顶板12上开设检查口5,所述的澄清室3和专用清掏补充腐化室4的顶板12上开设清掏口6;在初级腐化室1与专用清掏补充腐化室4之间隔板13的底部均匀设置有3个初级腐化室开关式清淤口10;在初级腐化室1与专用清掏补充腐化室4之间隔板的中上部设置开关式浮渣过口9;在深度腐化室2与专用清掏补充腐化室4之间隔板13的底部均匀设置有2个深度腐化室开关式清淤口11;在深度腐化室2与专用清掏补充腐化室4之间隔板13的中上部设置开关式浮渣过口9。In the embodiment of the present invention, as shown in Fig. 2, the water inlet pipe 7 is set in the primary corrosion chamber 1, the water outlet pipe 8 is set in the clarification chamber 3, and a level water pipe 16, and a secondary water pipe 17 is set between the deep corrosion chamber 2 and the clarification chamber 3; inspection ports 5 are provided on the top plate 12 of the primary corrosion chamber 1 and the deep corrosion chamber 2, and the clarification chamber 3 and the special cleaning chamber A dredging opening 6 is provided on the top plate 12 of the supplementary corrosion chamber 4; three switch-type dredging ports 10 of the primary corrosion chamber are uniformly arranged at the bottom of the partition 13 between the primary corrosion chamber 1 and the special dredging supplementary corrosion chamber 4; A switch-type scum outlet 9 is provided on the middle and upper part of the partition between the primary corrosion chamber 1 and the special cleaning and supplementary corrosion chamber 4; 2 holes are uniformly arranged on the bottom of the partition 13 between the deep corrosion chamber 2 and the special cleaning and supplementary corrosion chamber 4 A switch-type dredging port 11 in a deep corrosion chamber; a switch-type scum outlet 9 is provided on the middle and upper part of the partition 13 between the deep corrosion chamber 2 and the special dredging supplementary corrosion chamber 4.

本发明实施例中,如图3所示,所述的初级腐化室1和深度腐化室2的底板15顶面与初级腐化室开关式清淤口10、深度腐化室开关式清淤口11的底部同高,且初级腐化室1和深度腐化室2的底板15顶面从初级腐化室开关式清淤口10和深度腐化室开关式清淤口11到对面侧板形成0.05~0.1的上升坡度;所述的专用清掏补充腐化室4的底板15水平设置,且其顶面与初级腐化室开关式清淤口10和深度腐化室开关式清淤口11之间的高度差h为50~100mm。In the embodiment of the present invention, as shown in Figure 3, the top surface of the bottom plate 15 of the primary corrosion chamber 1 and the deep corrosion chamber 2 is connected to the switch type dredging port 10 of the primary corrosion chamber and the switch type dredging port 11 of the deep corrosion chamber. The bottoms are at the same height, and the top surface of the bottom plate 15 of the primary corrosion chamber 1 and the deep corrosion chamber 2 forms an ascending slope of 0.05 to 0.1 from the switch-type dredging port 10 of the primary corrosion chamber and the switch-type dredging port 11 of the deep corrosion chamber to the opposite side plate The bottom plate 15 of the special dredging supplementary corrosion chamber 4 is set horizontally, and the height difference h between its top surface and the switch-type dredging port 10 of the primary corrosion chamber and the switch-type dredging port 11 of the deep corrosion chamber is 50~ 100mm.

本发明实施例中,所述的初级腐化室为20天~30天的储存空间,深度腐化室为10天~20天的储存空间;当初级腐化室或深度腐化室清掏时,首先打开开关式浮渣过口使浮渣进入到专用清掏补充腐化室,完毕后关闭开关式浮渣过口,再打开初级腐化室开关式清淤口或深度腐化室开关式清淤口,完毕后关闭初级腐化室开关式清淤口或深度腐化室开关式清淤口;进行30天的补充腐化处理,最后再进行清掏。In the embodiment of the present invention, the primary corrosion chamber is a storage space for 20 to 30 days, and the deep corrosion chamber is a storage space for 10 to 20 days; when the primary corrosion chamber or deep corrosion chamber is cleaned, first turn on the switch Type scum outlet allows scum to enter the special dredging supplementary corrosion chamber, close the switch type scum outlet after completion, then open the switch type dredging port of the primary corrosion chamber or the switch type dredging port of the deep corrosion chamber, and close it after completion The switch-type dredging port of the primary corrosion room or the switch-type dredging port of the deep corrosion room; carry out supplementary corrosion treatment for 30 days, and finally carry out dredging.

Claims (5)

1. a kind of grid septic tank of green ecological four, the septic tank includes top plate, dividing plate, side plate, bottom plate, water inlet pipe, outlet pipe, one Level cross water pipe, two grades cross water pipe, it is characterised in that the septic tank by dividing plate be divided into primary corruption room, depth degenerate room, it is clear Clear room and special clear draw supplement corruption room, wherein, primary corruption room, depth corruption room and clarifying chamber are adjacent successively, and described is first Level corruption room and depth corruption room also with special clear to draw supplement corruption room adjacent;
Described water inlet pipe is arranged at that primary corruption is indoor, and described outlet pipe is arranged in clarifying chamber, primary corruption room with Depth corruption sets one-level to cross water pipe between room, is degenerated in depth and sets two grades to cross water pipe between room and clarifying chamber;
Opens up inspection socket on the top plate of described primary corruption room and depth corruption room, described clarifying chamber and special draw supplement clearly Opened up on the top plate for degenerating room and draw mouth clearly;Set in primary corruption room and the bottom even of the special clear space bar for drawing supplement corruption room It is equipped with multiple primary corruption room switching regulator desiltings mouthful;On in primary corruption room and the special clear space bar for drawing supplement corruption room Portion sets switching regulator scum silica frost to cross mouth;Room is degenerated in depth and the bottom even of the special clear space bar for drawing supplement corruption room is provided with Multiple depth corruption room switching regulator desiltings mouthful;Room is degenerated in depth and the middle and upper part of the special clear space bar for drawing supplement corruption room is set Put switching regulator scum silica frost and cross mouth.
2. the grid septic tank of green ecological four according to claim 1, it is characterised in that described primary corruption room and depth Plate top surface and the bottom of primary corruption room switching regulator desilting mouthful, depth corruption room switching regulator desilting mouthful for degenerating room are same high, and The plate top surface of primary corruption room and depth corruption room is clear from primary corruption room switching regulator desilting mouthful and depth corruption room switching regulator Upstroke slope of the silt mouth to opposite side plate shape into 0.05~0.1.
3. the grid septic tank of green ecological four according to claim 1, it is characterised in that described special clear supplement of drawing is degenerated The floor level of room is set, and between its top surface and primary corruption room switching regulator desilting mouthful and depth corruption room switching regulator desilting mouthful Difference in height be 50~100mm.
4. the grid septic tank of green ecological four according to claim 1, it is characterised in that described primary corruption room is 20 days The storage area of~30 days, depth corruption room is the storage area of 10 days~20 days.
5. the sewage water treatment method carried out using the grid septic tank of green ecological four described in claim 1, it is characterised in that originally Level corruption room or depth corruption room be when drawing clearly, is first turned on switching regulator scum silica frost and crosses mouth and enter scum silica frost special clear to draw supplement corruption Room, finishes rear closing switch formula scum silica frost and crosses mouth, then opens primary corruption room switching regulator desilting mouthful or depth corruption room switching regulator is clear Silt mouth, closes primary corruption room switching regulator desilting mouthful or depth corruption room switching regulator desilting mouthful after finishing;Carry out at supplement corruption Reason, is finally drawn clearly again.
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CN105621840B (en) * 2016-02-29 2018-01-30 沈阳建筑大学 A kind of differential green ecological septic tank and its application method
CN105621839B (en) * 2016-02-29 2018-02-23 沈阳建筑大学 A kind of clear advanced treating of drawing integrates septic tank and its application method
CN107935082A (en) * 2018-01-08 2018-04-20 芦发科 A kind of sanitary sewage solid-liquid separation treatment device
CN108395068A (en) * 2018-04-27 2018-08-14 深圳市建艺装饰集团股份有限公司 A kind of sewage discharge biochemical treatment system

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