CN209161813U - A kind of biological reinforced type septic tank - Google Patents

A kind of biological reinforced type septic tank Download PDF

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CN209161813U
CN209161813U CN201821978503.6U CN201821978503U CN209161813U CN 209161813 U CN209161813 U CN 209161813U CN 201821978503 U CN201821978503 U CN 201821978503U CN 209161813 U CN209161813 U CN 209161813U
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pond
tank
stuffing box
septic tank
strengthening
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程婷
张晓�
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Jiangsu Open University
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Jiangsu Open University
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Abstract

本实用新型公开了一种生物强化型化粪池,属于污水处理技术领域。该化粪池的池体内设有两块隔仓板,隔仓板将池体的空腔分隔为一级强化池、二级强化池和处理池,入水管伸入一级强化池内,入水管的位于一级强化池内部的一端设有过滤装置,一级强化池内设有第一填料箱,一级强化池的顶部设有排气管,一级强化池和二级强化池之间设有第一环流泛水装置,二级强化池内设有第二填料箱,二级强化池和处理池之间设有第二环流泛水装置,出水管与处理池连接;第一填料箱和第二填料箱内设有生物填料。本实用新型具有处理负荷高、效果好,装置运行稳妥可靠,经济合理的优点。

The utility model discloses a biologically enhanced septic tank, which belongs to the technical field of sewage treatment. The tank body of the septic tank is provided with two partition boards. The partition board divides the cavity of the tank body into a first-level strengthening tank, a second-level strengthening tank and a treatment tank. The water inlet pipe extends into the first-level strengthening tank, and the water inlet pipe There is a filter device at one end inside the first-level strengthening pool, a first stuffing box is arranged in the first-level strengthening pool, an exhaust pipe is arranged on the top of the first-level strengthening pool, and a first filling box is arranged between the first-level strengthening pool and the second-level strengthening pool. A circulating flooding device, a second stuffing box is arranged in the secondary strengthening tank, a second circulating flooding device is arranged between the secondary strengthening tank and the treatment tank, and the outlet pipe is connected to the treatment tank; the first stuffing box and the second stuffing box Contains biological fillers. The utility model has the advantages of high processing load, good effect, stable and reliable operation of the device, and economical rationality.

Description

一种生物强化型化粪池A bio-enhanced septic tank

技术领域technical field

本实用新型属于污水处理技术领域,更具体地说,涉及一种生物强化型化粪池。The utility model belongs to the technical field of sewage treatment, and more particularly relates to a biologically enhanced septic tank.

背景技术Background technique

随着我国城镇化速度的不断加快,人民生活水平不断提高,厕所污水的用量也不断增加。而厕所污水属于分散式污水,不能像城市污水那样进行集中式的处理,这就使得分散式污水的处理问题成为关注焦点。如何能够有效、经济、稳定的处理分散式污水成为环保工作人员的难点之一。With the continuous acceleration of urbanization in my country and the continuous improvement of people's living standards, the amount of toilet sewage is also increasing. However, toilet sewage belongs to decentralized sewage and cannot be treated in a centralized manner like urban sewage, which makes the problem of decentralized sewage treatment the focus of attention. How to effectively, economically and stably treat decentralized sewage has become one of the difficulties for environmental protection workers.

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进行厌氧发酵而分解,上层水化物通过出液管流走。化粪池能保障社区的环境卫生,还可对污水进行预处理。利用沉淀及厌氧发酵的原理,对下水道排出的粪便进行收集、处理,它将粪便中的固体物质经厌氧发酵而得到分解,并使之沉底,之后可定期清除,而沉淀后的清水则从化粪池上部的出口流出后,作为绿化用水浇灌植物,极大降低了粪便对江湖河流造成的污染。公开日为2015年5月6日的中国专利201510045721.9公开了一种化粪池,包括化粪池本体,该化粪池本体的中部设有多个分隔板,分隔板将化粪池本体分割成多个工作腔,分隔板上均设有贯穿的过滤孔,各个相邻的工作腔通过分隔板上的过滤孔保持连通,入料腔内设有与进料管连接的微生物分解辅助装置,出液腔内设有与出液管连接的过滤装置;分解辅助装置的过滤桶内填充有若干生物悬浮球。上述专利提供了解决一些问题的方案,但是存在进料管和出料管是直线型的,且保温效果差,安装的过程中如果遇到障碍物的话就无法顺利避开,只能通过改变管道的位置来实现,且分隔板上的滤网堵塞,清理很不方便。The septic tank is a device for treating feces and filtering and sedimenting. The principle is that the solidified material is decomposed by anaerobic fermentation at the bottom of the tank, and the upper hydrate flows away through the liquid outlet pipe. Septic tanks can ensure the environmental sanitation of the community and can also pretreat sewage. Using the principle of precipitation and anaerobic fermentation, the feces discharged from the sewer are collected and processed. The solid substances in the feces are decomposed by anaerobic fermentation, and then sink to the bottom. After flowing out from the upper outlet of the septic tank, it is used as greening water to irrigate plants, which greatly reduces the pollution of rivers, lakes and rivers caused by excrement. The Chinese patent 201510045721.9 published on May 6, 2015 discloses a septic tank, including a septic tank body, and a plurality of partition plates are arranged in the middle of the septic tank body, and the partition plates separate the septic tank body. It is divided into a plurality of working chambers, and the separation plate is provided with penetrating filter holes. Each adjacent working chamber is kept connected through the filter holes on the separation plate, and the feeding chamber is provided with a microbial decomposition device connected to the feeding pipe. The auxiliary device is provided with a filter device connected with the liquid outlet pipe in the liquid outlet cavity; a plurality of biological suspension balls are filled in the filter barrel of the decomposition auxiliary device. The above-mentioned patents provide solutions to some problems, but the feeding pipe and the discharging pipe are linear, and the heat preservation effect is poor. If obstacles are encountered during the installation process, they cannot be avoided smoothly. Only by changing the pipes It can be realized by the position of the partition board, and the filter screen on the partition plate is blocked, which is very inconvenient to clean.

发明内容SUMMARY OF THE INVENTION

发明目的:针对现有技术存在的上述问题,本实用新型的目的在于提供一种处理负荷高、处理效果好、出水水质稳定、使用寿命长、系统稳定性高的生物强化型化粪池。Purpose of the invention: In view of the above problems existing in the prior art, the purpose of this utility model is to provide a bio-enhanced septic tank with high treatment load, good treatment effect, stable effluent quality, long service life and high system stability.

技术方案:为了解决上述问题,本实用新型所采用的技术方案如下:Technical scheme: in order to solve the above-mentioned problems, the technical scheme adopted by the present utility model is as follows:

一种生物强化型化粪池,包括具有一空腔的池体以及设置在池体两端的入水管和出水管,所述池体内设有两块隔仓板,隔仓板将池体的空腔分隔为一级强化池、二级强化池和处理池,所述入水管伸入所述一级强化池内,所述入水管的位于所述一级强化池内部的一端设有过滤装置,所述一级强化池内设有第一填料箱,所述一级强化池的顶部设有排气管,所述一级强化池和所述二级强化池之间设有第一环流泛水装置,所述二级强化池内设有第二填料箱,所述二级强化池和所述处理池之间设有第二环流泛水装置,所述出水管与所述处理池连接;所述第一填料箱和第二填料箱内设有生物填料。A bio-enhanced septic tank includes a tank body with a cavity, and water inlet pipes and water outlet pipes arranged at both ends of the tank body. It is divided into a first-level strengthening tank, a second-level strengthening tank and a treatment tank, the water inlet pipe extends into the first-level strengthening tank, and one end of the water inlet pipe located inside the first-level strengthening tank is provided with a filter device, and the A first stuffing box is arranged in the first-level strengthening tank, an exhaust pipe is arranged on the top of the first-level strengthening tank, and a first circulating flooding device is arranged between the first-level strengthening tank and the second-level strengthening tank. A second stuffing box is arranged in the secondary intensification tank, a second circulating flooding device is arranged between the secondary intensification tank and the treatment tank, and the water outlet pipe is connected with the treatment tank; the first stuffing box and Biological fillers are arranged in the second stuffing box.

所述第一填料箱的位置比所述第二填料箱高出0.1~0.4米。The position of the first stuffing box is 0.1-0.4 meters higher than the second stuffing box.

还包括三个人孔,所述人孔分别设置在所述一级强化池、二级强化池和处理池的顶部。It also includes three manholes, and the manholes are respectively arranged on the top of the first-level strengthening pool, the second-level strengthening pool and the treatment pool.

所述过滤装置为滤网,孔隙为8mm。The filter device is a filter screen with a pore size of 8mm.

所述生物填料为聚丙烯空心球形填料。The biological filler is a polypropylene hollow spherical filler.

所述池体为卧式圆筒状。The pool body is a horizontal cylindrical shape.

所述池体采用玻璃钢复合材料。The pool body adopts glass fiber reinforced plastic composite material.

有益效果:相比于现有技术,本实用新型采用生物强化型化粪池处理厕所污水,对排放分散、有机污染物浓度高、难集中处理的厕所污水进行处理,处理负荷高、效果好,装置运行稳妥可靠,经济合理。本实用新型的生物强化型化粪池不仅拓宽了这一类污水的治理工艺,而且对其他工业废水的治理也具有一定的参考意义。Beneficial effects: Compared with the prior art, the utility model adopts a biologically enhanced septic tank to treat toilet sewage, and treats toilet sewage with scattered discharge, high concentration of organic pollutants, and difficult centralized treatment, with high treatment load and good effect. The operation of the device is stable and reliable, economical and reasonable. The bio-enhanced septic tank of the utility model not only widens the treatment process of this type of sewage, but also has certain reference significance for the treatment of other industrial waste water.

附图说明Description of drawings

图1为本实用新型的生物强化型化粪池结构示意图;Fig. 1 is the bio-enhanced septic tank structural representation of the utility model;

图中:1、池体;2、人孔;3、排气管;4、入水管;5、过滤装置;6、一级强化池;7、第一填料箱;8、第一环流泛水装置;9、二级强化池;10、第二填料箱;11、第二环流泛水装置;12、处理池;13、出水管。In the figure: 1. Pool body; 2. Manhole; 3. Exhaust pipe; 4. Water inlet pipe; 5. Filter device; device; 9. Secondary strengthening tank; 10. Second stuffing box; 11. Second circulating flooding device; 12. Treatment tank; 13. Water outlet pipe.

具体实施方式Detailed ways

下面结合具体实施例对本实用新型进一步进行描述。The present utility model will be further described below with reference to specific embodiments.

实施例1Example 1

如图1所示的一种生物强化型化粪池,包括卧式圆筒状的具有一空腔的池体1以及设置在池体1两端的入水管4和出水管13,池体1内设有两块隔仓板,隔仓板将池体1的空腔分隔为一级强化池6、二级强化池9和处理池12;一级强化池6、二级强化池9和处理池12的顶部各设有一个人孔2,便于工人作业清掏;入水管4伸入一级强化池6内,入水管4的位于一级强化池6内部的一端设有过滤装置5,该过滤装置为滤网,孔隙为8mm,其目的是除去化粪池的大漂浮物质,以免影响后续整个系统的运行,滤网中截留的物质需要定期人工清掏,其可通过预先设置的人孔完成。一级强化池6内设有第一填料箱7;一级强化池6的顶部设有排气管3,便于池内气体的排放;一级强化池6和二级强化池9之间设有第一环流泛水装置8;二级强化池9内设有第二填料箱10;二级强化池9和处理池12之间设有第二环流泛水装置11;出水管13与处理池12连接。As shown in FIG. 1, a bio-enhanced septic tank includes a horizontal cylindrical tank body 1 with a cavity, and water inlet pipes 4 and water outlet pipes 13 arranged at both ends of the tank body 1. There are two partition boards, and the partition board divides the cavity of the pool body 1 into the first-level strengthening pool 6, the second-level strengthening pool 9 and the treatment pool 12; the first-level strengthening pool 6, the second-level strengthening pool 9 and the treatment pool 12 There is a manhole 2 at the top of the water inlet, which is convenient for workers to clean and dig; the water inlet pipe 4 extends into the first-level strengthening pool 6, and one end of the water inlet pipe 4 located inside the first-level strengthening pool 6 is provided with a filter device 5, and the filter device is The filter screen has a pore size of 8mm. Its purpose is to remove large floating substances in the septic tank, so as not to affect the subsequent operation of the entire system. The retained substances in the filter screen need to be cleaned manually periodically, which can be done through the preset manhole. There is a first stuffing box 7 in the first-level strengthening pool 6; the top of the first-level strengthening pool 6 is provided with an exhaust pipe 3, which is convenient for the discharge of gas in the pool; A circulating flashing device 8; a second stuffing box 10 is arranged in the secondary strengthening tank 9; a second circulating flashing device 11 is arranged between the secondary strengthening tank 9 and the treatment tank 12; .

池体1采用优质玻璃钢复合材料,经久耐用,避免普通砖混结构化粪池不耐腐蚀引起的渗漏而污染地下水资源,并引起建筑物地基沉降的问题。The tank body 1 is made of high-quality glass fiber reinforced plastic composite material, which is durable and avoids leakage caused by the inability of ordinary brick-concrete septic tanks to resist corrosion, which will pollute the groundwater resources and cause the problem of building foundation settlement.

第一填料箱7和第二填料箱10内设有生物填料,该生物填料为聚丙烯空心球形填料,其孔隙可变性大、不堵塞,材质寿命长,不粘连结团,表面截面积大,挂膜迅速。填料箱所采用的工艺为生物膜法处理技术,填料箱中经过一段时间的培养,此区域内大量微生物在填料表面繁殖形成生物膜,污水与填料表面生物膜接触,污水中含有的有机污染物质被微生物降解,实现对污水的净化处理。二道填料箱使得生物降解程度得以提高,大大降低了污水中COD及氨氮浓度,同时还具备格栅、过滤等综合功能。此外,出水中带入的脱落生物膜在处理池12中经过沉淀去除,大大减少出水中SS悬浮物的含量,提高出水的净化程度。The first stuffing box 7 and the second stuffing box 10 are provided with biological fillers. The biological fillers are polypropylene hollow spherical fillers, which have large pore variability, no blockage, long material life, no adhesion to clusters, and large surface cross-sectional area. The film hangs quickly. The process used in the stuffing box is the biofilm treatment technology. After a period of cultivation in the stuffing box, a large number of microorganisms in this area multiply on the surface of the filler to form a biofilm, and the sewage contacts the biofilm on the surface of the filler, and the organic pollutants contained in the sewage It is degraded by microorganisms to realize the purification treatment of sewage. The two-stage stuffing box improves the degree of biodegradation, greatly reduces the concentration of COD and ammonia nitrogen in the sewage, and also has comprehensive functions such as grille and filtration. In addition, the fallen biofilm brought into the effluent is removed by precipitation in the treatment tank 12, which greatly reduces the content of SS suspended matter in the effluent and improves the purification degree of the effluent.

采用上述生物强化型化粪池进行某厕所污水的处理,该污水的水量为45m3/d,各项水质指标分别为CODcr 950mg/L,BOD5 495mg/L,SS 48mg/L,色度60。The above-mentioned bio-enhanced septic tank is used to treat the sewage of a toilet. The water volume of the sewage is 45m 3 /d, and the water quality indicators are COD cr 950mg/L, BOD 5 495mg/L, SS 48mg/L, chromaticity 60.

处理过程为:待处理的污水通过过滤装置5去除悬浮物与漂浮物后,进入一级强化池6,并通过第一填料箱7进行沉淀和降解,然后污水由第一环流泛水装置8进入二级强化池9,经第二填料箱10进一步沉淀和降解,然后污水由第二环流泛水装置11进入处理池12做进一步沉淀,最后处理后的水通过出水管13流出化粪池。The treatment process is as follows: after the sewage to be treated passes through the filter device 5 to remove suspended solids and floating substances, it enters the primary strengthening tank 6, and is precipitated and degraded through the first stuffing box 7, and then the sewage enters the first circulating flooding device 8. The secondary strengthening tank 9 is further precipitated and degraded by the second stuffing box 10, and then the sewage enters the treatment tank 12 from the second circulating flooding device 11 for further sedimentation, and the finally treated water flows out of the septic tank through the water outlet pipe 13.

经过处理后的废水的相关指标分别为:CODcr 110mg/L,BOD5 75mg/L,SS 10mg/L,色度12。由处理前后的各项水质指标对比可知,经过生物强化型化粪池处理后有机污染物的浓度大幅度降低,其COD与BOD5的去除率分别为88.42%与84.8%。此外,污水的SS和色度处理效果也较好。The relevant indicators of the treated wastewater are: COD cr 110mg/L, BOD 5 75mg/L, SS 10mg/L, and chromaticity 12. From the comparison of various water quality indicators before and after treatment, it can be seen that the concentration of organic pollutants is greatly reduced after the bio-enhanced septic tank treatment, and the removal rates of COD and BOD 5 are 88.42% and 84.8%, respectively. In addition, the SS and chromaticity treatment effect of sewage is also better.

实施例2Example 2

本实施例的生物强化型化粪池的结构与实施例1基本相同,不同之处仅在于,入水管4伸入第一填料箱7,第一填料箱7的位置比第二填料箱10高出0.1米。进入化粪池的污水中,比重大的部分沉入池底进行化粪处理,比重小的部分漂浮于水面上方,因此不同水层的成分存在较大差异,针对不同水层,填料箱的使用最终效果不同。The structure of the bio-enhanced septic tank of this embodiment is basically the same as that of the first embodiment, the only difference is that the water inlet pipe 4 extends into the first stuffing box 7, and the position of the first stuffing box 7 is higher than that of the second stuffing box 10 out 0.1 meters. In the sewage entering the septic tank, the part with a large specific gravity sinks to the bottom of the tank for septic treatment, and the part with a small specific gravity floats above the water surface, so the composition of different water layers is quite different. For different water layers, the use of stuffing boxes The final effect is different.

采用上述生物强化型化粪池进行某厕所污水的处理,该污水的水量为50m3/d,各项水质指标分别为CODcr 800mg/L,BOD5 500mg/L,SS 40mg/L,色度50。经过处理后的废水的相关指标分别为:CODcr 80mg/L,BOD5 65mg/L,SS 10mg/L,色度10。由处理前后的各项水质指标对比可知,经过该生物强化型化粪池处理后有机污染物的浓度大幅度降低。The above-mentioned bio-enhanced septic tank is used to treat the sewage of a toilet. The water volume of the sewage is 50m 3 /d, and the water quality indicators are COD cr 800mg/L, BOD 5 500mg/L, SS 40mg/L, chromaticity 50. The relevant indicators of the treated wastewater are: COD cr 80mg/L, BOD 5 65mg/L, SS 10mg/L, and chroma 10. From the comparison of various water quality indicators before and after treatment, it can be seen that the concentration of organic pollutants is greatly reduced after treatment in the bio-enhanced septic tank.

实施例3Example 3

本实施例的生物强化型化粪池的结构与实施例2基本相同,不同之处仅在于,第一填料箱7的位置比第二填料箱10高出0.4米。The structure of the bio-augmented septic tank of this embodiment is basically the same as that of Embodiment 2, the only difference is that the position of the first stuffing box 7 is 0.4 meters higher than that of the second stuffing box 10 .

采用上述生物强化型化粪池进行某厕所污水的处理,该污水的水量为55m3/d,各项水质指标分别为CODcr 900mg/L,BOD5 550mg/L,SS 48mg/L,色度80。经过处理后的废水的相关指标分别为:CODcr 70mg/L,BOD5 60mg/L,SS 7mg/L,色度8。由处理前后的各项水质指标对比可知,经过该生物强化型化粪池处理后有机污染物的浓度大幅度降低。The above-mentioned bio-enhanced septic tank is used to treat the sewage of a toilet. The water volume of the sewage is 55m 3 /d. The water quality indicators are COD cr 900mg/L, BOD 5 550mg/L, SS 48mg/L, chromaticity 80. The relevant indicators of the treated wastewater are: COD cr 70mg/L, BOD 5 60mg/L, SS 7mg/L, chroma 8. From the comparison of various water quality indicators before and after treatment, it can be seen that the concentration of organic pollutants is greatly reduced after treatment in the bio-enhanced septic tank.

Claims (7)

1. a kind of biological reinforced type septic tank enters water at pond body (1) both ends including having the pond body (1) of a cavity and being arranged Manage (4) and outlet pipe (13), which is characterized in that equipped with two pieces of partition panels in the pond body (1), partition panel is by the sky of pond body (1) Chamber is divided into primary reinforcement pond (6), secondary reinforcement pond (9) and processing pond (12), and the water inlet pipe (4) protrudes into the primary reinforcement In pond (6), the internal one end of the primary reinforcement pond (6) that is located at of the water inlet pipe (4) is equipped with filter device (5), and described one Grade, which is strengthened in pond (6), is equipped with the first stuffing box (7), and the top of the primary reinforcement pond (6) is equipped with exhaust pipe (3), the level-one Strengthen and be equipped with the first circulation flashing device (8) between pond (6) and the secondary reinforcement pond (9), is set in the secondary reinforcement pond (9) Have the second stuffing box (10), the second circulation flashing device is equipped between the secondary reinforcement pond (9) and the processing pond (12) (11), the outlet pipe (13) connect with the processing pond (12);It is set in first stuffing box (7) and the second stuffing box (10) There is biologic packing material.
2. biological reinforced type septic tank according to claim 1, which is characterized in that the position of first stuffing box (7) 0.1~0.4 meter is higher by than second stuffing box (10).
3. biological reinforced type septic tank according to claim 1, which is characterized in that further include three manholes (2), the people Hole (2) is separately positioned on the top of the primary reinforcement pond (6), secondary reinforcement pond (9) and processing pond (12).
4. biological reinforced type septic tank according to claim 1, which is characterized in that the filter device (5) is strainer, hole Gap is 8mm.
5. biological reinforced type septic tank according to claim 1, which is characterized in that the biologic packing material is polypropylene hollow Ball-type packing.
6. biological reinforced type septic tank according to claim 1, which is characterized in that the pond body (1) is horizontal cylindrical.
7. biological reinforced type septic tank according to claim 1, which is characterized in that the pond body (1) is multiple using glass reinforced plastic Condensation material.
CN201821978503.6U 2018-11-26 2018-11-26 A kind of biological reinforced type septic tank Expired - Fee Related CN209161813U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109336349A (en) * 2018-11-26 2019-02-15 江苏开放大学(江苏城市职业学院) A new type of septic tank

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109336349A (en) * 2018-11-26 2019-02-15 江苏开放大学(江苏城市职业学院) A new type of septic tank

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