CN205347166U - Three manure pits of formatting - Google Patents

Three manure pits of formatting Download PDF

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Publication number
CN205347166U
CN205347166U CN201521138740.8U CN201521138740U CN205347166U CN 205347166 U CN205347166 U CN 205347166U CN 201521138740 U CN201521138740 U CN 201521138740U CN 205347166 U CN205347166 U CN 205347166U
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cavity
pool body
septic tank
tank according
grid septic
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齐文
王勇
虞志伟
边玉彬
陶贵金
岳登旭
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Shandong Wenyuan Environmental Technology Co ltd
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SHANDONG WENYUAN PLASTIC Co Ltd
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Abstract

本实用新型公开了一种三格化粪池,其技术方案要点是,包括池体,池体包括可相互对接的上池体与下池体,上池体与下池体均由塑料一体注塑而成,池体内设有两个隔板,隔板将上池体与下池体的内部空间分割成供水流依次通过的第一空腔、第二空腔、第三空腔,上池体的两侧上设有供污水进入的主进污口,主进污口将第一空腔与外界连通,主进污口内设有便于管路放置的挡边。利用塑料结构的上池体与下池体结构能够大大的节约整个生产化粪池的成本,而且其加工方便,可以批量生产,具有足够的抗腐蚀性。在实际应用中,可以较为方便的在多角度的侧面开口,便于管路的连接铺设。

The utility model discloses a three-compartment septic tank. The key points of the technical scheme are that the tank body includes an upper tank body and a lower tank body which can be connected to each other, and the upper tank body and the lower tank body are integrally formed by plastic injection molding. , there are two partitions in the pool body, and the partition board divides the inner space of the upper pool body and the lower pool body into the first cavity, the second cavity, and the third cavity through which the water flow passes sequentially, and the two sides of the upper pool body There is a main sewage inlet for sewage to enter, the main sewage inlet connects the first cavity with the outside world, and there is a rib in the main sewage inlet to facilitate the placement of pipelines. Utilizing the upper tank body and the lower tank body structure of the plastic structure can greatly save the cost of the entire septic tank production, and it is easy to process, can be produced in batches, and has sufficient corrosion resistance. In practical application, it is more convenient to open on the side with multiple angles, which is convenient for the connection and laying of pipelines.

Description

三格化粪池Three compartment septic tank

技术领域 technical field

本实用新型涉及污水处理设备领域,特别涉及一种三格化粪池。 The utility model relates to the field of sewage treatment equipment, in particular to a three-compartment septic tank.

背景技术 Background technique

传统化粪池的应用已有一百多年历史,最初作为一种避免管道堵塞而设置的截粪设施,在截流和沉淀污水中大颗粒杂物、防止管道堵塞、保护环境上起着积极作用。其技术原理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,由于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。在化粪池污水与污泥接触混合下,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。由于传统的化粪池是用砖石、水泥和沙浆砌筑而成,自身存在缺陷,据不完全统计95%以上的污水处理池(化粪池)在使用1-2年后,开始渗漏,严重的污染地下水源;有的化粪池因地基下沉,易造成建筑物不同程度的倾斜。因传统的化粪池技术含量低、腐化功能差、制作工艺简单、易渗漏、易堵塞、易冻坏,清掏周期短,给日常生活带来不便,不能满足环保和建筑等方面要求。 The application of traditional septic tanks has a history of more than 100 years. It was originally used as a feces interception facility to avoid pipeline blockage. It plays an active role in intercepting and settling large particles in sewage, preventing pipeline blockage, and protecting the environment. . The technical principle is the contact mode of sewage and sludge. The deposited sludge is digested and degraded to produce digested gas such as methane, carbon dioxide, and hydrogen sulfide. Due to the flotation of digested gas, the sludge is disturbed, and the disturbing effect of digested gas on sludge can be Let the sludge and biological flora mix more fully, 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. Under the contact and mixing of septic tank sewage and sludge, the sedimentation and effluent water quality of the septic tank are affected. It is necessary to prolong the sewage residence time to improve the sedimentation effect and effluent water quality. The sewage residence time is generally 12-24 hours. Because traditional septic tanks are built with masonry, cement and mortar, they have their own defects. According to incomplete statistics, more than 95% of sewage treatment tanks (septic tanks) begin to leak after 1-2 years of use. , Seriously pollute the groundwater source; some septic tanks are easy to cause different degrees of inclination of buildings due to the subsidence of the foundation. Traditional septic tanks have low technical content, poor corrosion function, simple manufacturing process, easy to leak, easy to block, easy to freeze, and short cleaning cycle, which brings inconvenience to daily life and cannot meet the requirements of environmental protection and construction.

现有公告号为:CN103864276B的中国专利,其提供了一种高强度、占地面积小的大三格地埋式整体性化粪池。其通过钢筋混凝土的结构能够确保整体在使用过程中的稳定性,不容易出现泄漏等。 Existing notification number is: the Chinese patent of CN103864276B, it provides a kind of high-strength, small large three-grid buried integral septic tank of floor area. Its reinforced concrete structure can ensure the stability of the whole during use, and it is not easy to leak.

但是其由于是利用钢筋混凝土制成的,因此其整体结构较为沉重,安装的时候也较为不便,而且其结构固定,在不同输粪管道的连接部位较为固定,不能够适应一些不同管路分布上的连接。 However, because it is made of reinforced concrete, its overall structure is relatively heavy, and it is inconvenient to install, and its structure is fixed, and the connection parts of different feces pipelines are relatively fixed, so it cannot adapt to some different pipeline distributions. Connection.

实用新型内容 Utility model content

针对现有技术存在的不足,本实用新型的目的在于提供一种适用性广、加工成本低的三格化粪池。 Aiming at the deficiencies in the prior art, the purpose of the utility model is to provide a three-compartment septic tank with wide applicability and low processing cost.

本实用新型的上述技术目的是通过以下技术方案得以实现的:一种三格化粪池,包括池体,所述池体包括可相互对接的上池体与下池体,所述上池体与下池体均由塑料一体注塑而成,所述池体内设有两个隔板,所述隔板将上池体与下池体的内部空间分割成供水流依次通过的第一空腔、第二空腔、第三空腔,所述上池体的两侧上设有供污水进入的主进污口,所述主进污口将所述第一空腔与外界连通,所述主进污口内设有便于管路放置的挡边。 The above-mentioned technical purpose of the utility model is achieved through the following technical solutions: a three-compartment septic tank, including a pool body, the pool body includes an upper pool body and a lower pool body that can be docked with each other, and the upper pool body and the lower pool body The lower pool body is made of integral plastic injection molding. The pool body is provided with two partitions, and the partition board divides the inner space of the upper pool body and the lower pool body into a first cavity and a second cavity through which the water flows sequentially. cavity, the third cavity, the two sides of the upper pool body are provided with a main sewage inlet for sewage to enter, and the main sewage inlet connects the first cavity with the outside world, and the main sewage inlet There are ribs inside to facilitate the placement of pipelines.

通过上述技术方案,额外的在侧面上开设主进污口,使得污水、粪水直接从两侧进入,能够更加适合一些管路的铺设,便于整个化粪池在安装的时候,管路不易从两边的端面进入。而且配合上挡边的结构,能够保证管道在安装插入之后结构较为稳定,对主进污口的形变压力较小。 Through the above technical solution, the main sewage inlet is additionally set up on the side, so that sewage and feces enter directly from both sides, which is more suitable for the laying of some pipelines, and is convenient for the installation of the entire septic tank. The end faces on both sides enter. And with the structure of the upper rib, it can ensure that the structure of the pipeline is relatively stable after installation and insertion, and the deformation pressure on the main sewage inlet is small.

优选的,所述上池体上还设有出气孔、排污口,所述出气孔连通所述第一空腔与外界,所述排污口连通第三空腔与外界。 Preferably, the upper pool body is further provided with an air outlet and a sewage outlet, the air outlet communicates with the first cavity and the outside world, and the sewage outlet communicates with the third cavity and the outside world.

通过上述技术方案,第一出气孔能够释放内部出现沼气压力,由于第一空腔是污水、粪水厌氧产生的沼气最多的空腔,因此将第一出气孔设置在第一空腔上方,能够较快的将压力释放出来,保证内部的压力不会出现的过大,气体的排出较为顺畅。而在第三空腔内的基本都呈清水状,里面的有机物基本都被分解干净,经过三个空腔的分层之后再通过排污口自行流出即可。 Through the above technical solution, the first air outlet can release the internal biogas pressure. Since the first cavity is the cavity with the most biogas generated by anaerobic sewage and excrement, the first air outlet is set above the first cavity. The pressure can be released quickly to ensure that the internal pressure will not be too large, and the discharge of gas is relatively smooth. The water in the third cavity is basically in the form of clear water, and the organic matter in it is basically decomposed, and after the stratification of the three cavities, it can flow out by itself through the sewage outlet.

优选的,所述第一空腔、第二空腔、第三空腔的容积比例为2:1:3。 Preferably, the volume ratio of the first cavity, the second cavity and the third cavity is 2:1:3.

通过上述技术方案,在该比例的容腔格局下,第一空腔能够较多承载的有机物,但是也能够把多余的清水释放到第二空腔内,经过第二空腔较小空间的短时间沉淀,最终将较为有机物含量最少的沉积在空间小大的第三空腔内,将里面的清水能够直接通过排污口流动到外界去。 Through the above technical solution, under the proportion of the cavity pattern, the first cavity can carry more organic matter, but it can also release excess water into the second cavity, passing through the short space of the second cavity. Time precipitates, and finally the relatively least organic content is deposited in the third cavity with a small space, and the clean water inside can flow directly to the outside through the sewage outlet.

优选的,所述上池体上设有三个用于掏粪或观察的通孔,三个所述通孔分别与第一空腔、第二空腔、第三空腔一一对应。 Preferably, the upper pool body is provided with three through holes for excrement or observation, and the three through holes correspond to the first cavity, the second cavity and the third cavity respectively.

优选的,所述第一空腔上的通孔直径、第二空腔上的通孔直径、所述第三空腔上的通孔直径之间的比例为1:1:1或者3:1:3。 Preferably, the ratio between the diameter of the through hole on the first cavity, the diameter of the through hole on the second cavity, and the diameter of the through hole on the third cavity is 1:1:1 or 3:1 :3.

通过上述技术方案,通孔的结构便于人们对里面的第一空腔、第二空腔、第三空腔内的挤压物进行操作,平时状态下,通孔可以处于密封状态,等到需要的时候可以将其打开。 Through the above technical scheme, the structure of the through hole is convenient for people to operate on the extruded objects in the first cavity, the second cavity and the third cavity. Under normal conditions, the through hole can be in a sealed state, and when needed time to open it.

优选的,所述隔板上方位置设有供水流流动的连通孔,所述隔板上分布有多条加强棱,所述池体内壁设有供隔板插合的插槽,所述隔板上设有与池体内壁卡接的卡接块。 Preferably, the position above the partition is provided with a communication hole for water flow, and a plurality of reinforcing ribs are distributed on the partition, and the inner wall of the pool is provided with a slot for the partition to be inserted, and the partition A clamping block that is clamped with the inner wall of the pool is provided on the top.

通过上述技术方案,通过插槽结构隔板能够保持固定,而且隔板与上下池体之间的连接处能够较为密封,使得第一空腔、第二空腔、第三空腔之间的空间相互隔绝。卡接块起到定位隔板角度的作用,让个隔板的连通孔能够始终处于稳定,不会旋转,不易出现偏转。 Through the above technical solution, the partition plate can be kept fixed through the slot structure, and the connection between the partition plate and the upper and lower pool bodies can be relatively sealed, so that the space between the first cavity, the second cavity, and the third cavity isolated from each other. The clamping block plays the role of positioning the angle of the partition, so that the connecting hole of each partition can always be stable, will not rotate, and is not easy to deflect.

优选的,所述池体呈圆柱状,且上池体与下池体均为对称结构,所述上池体上还设有副进污口,所述副进污口连通所述第一空腔与外界,所述副进污口与排污口分别位于上池体相对的两个底面上。 Preferably, the pool body is cylindrical, and the upper pool body and the lower pool body are both symmetrical structures, the upper pool body is also provided with a secondary sewage inlet, and the secondary sewage inlet is connected to the first cavity The auxiliary sewage inlet and sewage outlet are respectively located on the two bottom surfaces of the upper pool body opposite to the outside world.

优选的,所述上池体与下池体内部设有用于加强结构强度的横杆,所述横杆位于所述上池体与下池体对接的面上,所述横杆两端均与下池体内壁卡接。 Preferably, the upper pool body and the lower pool body are provided with cross bars for strengthening the structural strength. Wall snap-on.

通过上述技术方案,圆柱形的结构便于埋入,保证整体的结构稳定,而横杆能够保证上下池体受到挤压的时候,不易出现挤压变形,有了中间的支撑结构,能够加强其径向的结构强度,增加抗性变力。 Through the above technical solution, the cylindrical structure is easy to embed, ensuring the stability of the overall structure, and the cross bar can ensure that when the upper and lower pool bodies are squeezed, it is not easy to be squeezed and deformed. With the intermediate support structure, its diameter can be strengthened. Oriented structural strength, increased resistance to variable forces.

优选的,所述池体外壁上分布有井字形的加强筋。 Preferably, well-shaped reinforcing ribs are distributed on the outer wall of the tank.

通过上述技术方案,井字形的加强筋,能够分散池体表面的承受应力,使其在埋入之后不易出现形变,而且其在生产加工的时候脱模也较为的方便,节约成本。 Through the above technical solution, the well-shaped reinforcing rib can disperse the stress on the surface of the pool body, making it less prone to deformation after embedding, and it is also relatively convenient to demould during production and processing, saving costs.

优选的,所述下池体底部设有用于支撑的支脚。 Preferably, the bottom of the lower pool body is provided with feet for support.

通过上述技术方案,支脚的结构能够让化粪池取出时候放置在底面上的时候也能够放置稳定,不会因为圆柱形的结构而倾倒。 Through the above technical solution, the structure of the supporting feet can make the septic tank stable when it is taken out and placed on the bottom surface, and will not be dumped due to the cylindrical structure.

综上所述,本实用新型对比于现有技术的有益效果为:利用塑料结构的上池体与下池体结构能够大大的节约整个生产化粪池的成本,而且其加工方便,可以批量生产,具有足够的抗腐蚀性。在实际应用中,可以较为方便的在多角度的侧面开口,便于管路的连接铺设。配合上内部的隔板结构、横杆的结构,能够确保整体能够三相化粪功能的同时,确保整体的结构强度,也能够优化内部空腔的比例,保证整体的化粪效率。 In summary, compared with the prior art, the beneficial effect of the utility model is: the use of the upper tank body and the lower tank body structure of the plastic structure can greatly save the cost of the entire production of septic tanks, and it is easy to process and can be mass-produced. Has sufficient corrosion resistance. In practical application, it is more convenient to open on the side with multiple angles, which is convenient for the connection and laying of pipelines. Cooperating with the internal partition structure and the structure of the cross bar, it can ensure the overall three-phase septic function while ensuring the overall structural strength, and can also optimize the proportion of the internal cavity to ensure the overall septic efficiency.

附图说明 Description of drawings

图1为实施例的第一结构图; Fig. 1 is the first structural diagram of embodiment;

图2为实施例的第二结构图; Fig. 2 is the second structural diagram of embodiment;

图3为实施例的除去上池体之后的结构图; Fig. 3 is the structural diagram after removing the upper pool body of the embodiment;

图4为实施例的除去上池体与下池体之后的结构图; Fig. 4 is the structural diagram after removing the upper pool body and the lower pool body of the embodiment;

图5为实施例的竖直方向的剖视图; Fig. 5 is the sectional view of the vertical direction of embodiment;

图6为实施例的底面的结构图; Fig. 6 is the structural diagram of the bottom surface of embodiment;

图7为实施例一的俯视图; Fig. 7 is the top view of embodiment one;

图8为实施例二的俯视图; Fig. 8 is the top view of embodiment two;

图9为实施例三的俯视图; Fig. 9 is the top view of embodiment three;

图10为实施例四的俯视图。 Fig. 10 is a top view of the fourth embodiment.

附图标记:11、上池体;111、主进污口;1111、挡边;112、副进污口;113、通孔;114、排污口;115、出气孔;12、下池体;121、支脚;13、加强筋;14、插槽;3、隔板;31、加强棱;32、连通孔;33、卡接块;4、横杆;51、第一空腔;52、第二空腔;53、第三空腔。 Reference signs: 11, upper tank body; 111, main sewage inlet; 1111, side retaining; 112, auxiliary sewage inlet; 113, through hole; 114, sewage outlet; 115, air outlet; 12, lower tank body; 121 , foot; 13, reinforcing rib; 14, slot; 3, partition; 31, reinforcing edge; 32, connecting hole; 33, clamping block; 4, cross bar; 51, first cavity; 52, second cavity; 53, the third cavity.

具体实施方式 detailed description

以下结合附图对本实用新型作进一步详细说明。 Below in conjunction with accompanying drawing, the utility model is described in further detail.

如图1至2所示,一种三格化粪池,包括池体,池体包括可相互对接的上池体11与下池体12,整个池体整体呈现出圆柱形性,上池体11与下池体12均由塑料一体注塑而成,上池体11与下池体12的截面均为半圆形,两者结构形状一致,由于塑料就有一定的弹性,上下池体12之间是通过卡扣相互卡合,保证连接时候的稳定性。上池体11两侧上设有供污水进入的主进污口111,主进污口111将第一空腔51与外界连通,主进污口111内设有便于管路放置的挡边1111,挡边1111的形状如图中所示,上池体11上还设有两个出气孔115、一个排污口114,两个出气孔115呈对称设置,上池体11上还可以额外的增加一个副进污口112,副进污口112与排污口114分别位于上池体11相对的两个底面上。主进污口111与副进污口112两者之间靠的比较近,这样污水从化粪池的一侧进入,然后能够从另一侧出来。 As shown in Figures 1 to 2, a three-compartment septic tank includes a tank body. The tank body includes an upper tank body 11 and a lower tank body 12 that can be docked with each other. The entire tank body presents a cylindrical shape as a whole. The upper tank body 11 Both the upper pool body 11 and the lower pool body 12 are formed by integral injection molding of plastic, and the cross sections of the upper pool body 11 and the lower pool body 12 are semicircular. The buckles snap together to ensure the stability of the connection. On both sides of the upper pool body 11, there are main sewage inlets 111 for the sewage to enter. The main sewage inlets 111 communicate the first cavity 51 with the outside world. The main sewage inlets 111 are provided with ribs 1111 for easy pipeline placement. , the shape of the sidewall 1111 is shown in the figure, and the upper pool body 11 is also provided with two air outlets 115 and one sewage outlet 114, and the two air outlets 115 are symmetrically arranged, and the upper pool body 11 can also be additionally increased An auxiliary sewage inlet 112, the auxiliary sewage inlet 112 and the sewage discharge outlet 114 are respectively located on two opposite bottom surfaces of the upper pool body 11. The main sewage inlet 111 and the auxiliary sewage inlet 112 are relatively close together, so that the sewage enters from one side of the septic tank and then can come out from the other side.

额外的在侧面上开设主进污口111,使得污水、粪水直接从两侧进入,能够更加适合一些管路的铺设,便于整个化粪池在安装的时候,管路不易从两边的端面进入。而且配合上挡边1111的结构,能够保证管道在安装插入之后结构较为稳定,对主进污口111的形变压力较小。 In addition, the main sewage inlet 111 is set on the side, so that the sewage and feces enter directly from both sides, which is more suitable for the laying of some pipelines, and is convenient for the installation of the entire septic tank, and the pipelines are not easy to enter from the end faces on both sides. . Moreover, the structure of the upper rib 1111 can ensure that the structure of the pipeline is relatively stable after installation and insertion, and the deformation pressure on the main sewage inlet 111 is relatively small.

如图3或者图5所示,池体内设有两个隔板3,隔板3将上池体11与下池体12的内部空间分割成供水流依次通过的第一空腔51、第二空腔52、第三空腔53。当水流从主进污口111或者副进污口112进入之后,先进入到第一空腔51,然后在进入到第二空腔52,最后在进入到第三空腔53内,粪水经过第一空腔51内的沉淀,进入到第二空腔52之后水就较清了,最后到第三空腔53内的时候基本能够保证其是可以排出去的清水了。为了确保隔板3能够将空间分割开,池体内壁设有供隔板3插合的插槽14,通过插槽14结构隔板3能够保持固定,而且隔板3与上下池体12之间的连接处能够较为密封,使得第一空腔51、第二空腔52、第三空腔53之间的空间相互隔绝。为了水流能够流过隔板3,隔板3上方位置设有供水流流动的连通孔32,连通孔32位于较高的位置,等到第一空腔51或者第二空腔52内水流满上来的时候,水流能够通过连通孔32流到下一个空腔内。化粪池上两个出气口设置在第一空腔51上面,第一出气孔115能够释放内部出现沼气压力,由于第一空腔51是污水、粪水厌氧产生的沼气最多的空腔,因此将第一出气孔115设置在第一空腔51上方,能够较快的将压力释放出来,保证内部的压力不会出现的过大,气体的排出较为顺畅。 As shown in Figure 3 or Figure 5, two partitions 3 are provided in the pool body, and the partition board 3 divides the inner space of the upper pool body 11 and the lower pool body 12 into a first cavity 51 and a second cavity through which the water flow passes sequentially. Cavity 52, third cavity 53. When the water flow enters from the main sewage inlet 111 or the auxiliary sewage inlet 112, it first enters the first cavity 51, then enters the second cavity 52, and finally enters the third cavity 53. After the sediment in the first cavity 51 enters the second cavity 52, the water will be relatively clear, and when it finally reaches the third cavity 53, it can basically be guaranteed that it is clear water that can be drained. In order to ensure that the partition board 3 can divide the space, the inner wall of the pool is provided with a slot 14 for the partition board 3 to be inserted. The joints can be relatively sealed, so that the spaces among the first cavity 51, the second cavity 52, and the third cavity 53 are isolated from each other. In order for the water flow to flow through the partition plate 3, the upper part of the partition plate 3 is provided with a communication hole 32 for the flow of the water flow, and the communication hole 32 is located at a higher position until the water in the first cavity 51 or the second cavity 52 is full. At this time, the water flow can flow into the next cavity through the communication hole 32 . The two gas outlets on the septic tank are arranged above the first cavity 51, and the first gas outlet 115 can release the internal biogas pressure. Since the first cavity 51 is the cavity with the most biogas produced by sewage and dung anaerobic, Setting the first air outlet 115 above the first cavity 51 can release the pressure quickly to ensure that the internal pressure will not be too high and the gas can be discharged smoothly.

上池体11上设有三个用于掏粪或观察的通孔113,三个通孔113分别与第一空腔51、第二空腔52、第三空腔53一一对应。现有四种实施例结构: The upper pool body 11 is provided with three through holes 113 for digging out excrement or observation, and the three through holes 113 correspond to the first cavity 51 , the second cavity 52 and the third cavity 53 respectively. Existing four kinds of embodiment structure:

实施例一、如图7所示,圆柱形的池体上开设有副进污口112,第一空腔51上的通孔113直径、第二空腔52上的通孔113直径、第三空腔53上的通孔113直径之间的比例为3:1:3。 Embodiment 1, as shown in Figure 7, a secondary sewage inlet 112 is provided on the cylindrical pool body, the diameter of the through hole 113 on the first cavity 51, the diameter of the through hole 113 on the second cavity 52, the third The ratio between the diameters of the through holes 113 on the cavity 53 is 3:1:3.

实施例二、如图8所示,圆柱形的池体上未开设有副进污口112,第一空腔51上的通孔113直径、第二空腔52上的通孔113直径、第三空腔53上的通孔113直径之间的比例为3:1:3。 Embodiment 2, as shown in Figure 8, the cylindrical pool body is not provided with a secondary sewage inlet 112, the diameter of the through hole 113 on the first cavity 51, the diameter of the through hole 113 on the second cavity 52, the diameter of the second cavity 52 The ratio between the diameters of the through holes 113 on the three cavities 53 is 3:1:3.

实施例三、如图9所示,圆柱形的池体上开设有副进污口112,第一空腔51上的通孔113直径、第二空腔52上的通孔113直径、第三空腔53上的通孔113直径之间的比例为1:1:1。 Embodiment three, as shown in Figure 9, the cylindrical tank body is provided with auxiliary sewage inlet 112, the diameter of the through hole 113 on the first cavity 51, the diameter of the through hole 113 on the second cavity 52, the third diameter of the through hole 52. The ratio between the diameters of the through holes 113 on the cavity 53 is 1:1:1.

实施例四、如图10所示,圆柱形的池体上未开设有副进污口112,第一空腔51上的通孔113直径、第二空腔52上的通孔113直径、第三空腔53上的通孔113直径之间的比例为1:1:1。 Embodiment 4, as shown in Figure 10, the cylindrical pool body is not provided with a secondary sewage inlet 112, the diameter of the through hole 113 on the first cavity 51, the diameter of the through hole 113 on the second cavity 52, and the diameter of the second cavity 52. The ratio between the diameters of the through holes 113 on the three cavities 53 is 1:1:1.

以上四种实施例是在两种不同的进污环境下,如有有些进污量比较大的情况,我们可以在化粪池的侧边上额外的加上进污口保证进污的顺利进行,如实施例一、三与实施例二、四的对比。但是在有些环境下,很多沉积物较大的情况下,为了掏取的方便,需要将通孔113的直径扩开,通常来说需要掏取的位置基本是第一空腔51与第三空腔53,第一空腔51内的积累物比较多,需要掏取的量较大,而第三空腔53内需要保持一定的清澈度,所以需要额外的进行掏取,在掏取量较小的情况下,可以直接的设置成三个通孔113大小一致。如实施例一、二与实施例三、四的对比。 The above four embodiments are based on two different sewage intake environments. If there are some cases where the amount of sewage intake is relatively large, we can add an additional sewage inlet port on the side of the septic tank to ensure the smooth progress of sewage intake. Such as the contrast of embodiment one, three and embodiment two, four. However, in some environments, when many sediments are relatively large, for the convenience of digging, the diameter of the through hole 113 needs to be expanded. Generally speaking, the positions that need to be dredged are basically the first cavity 51 and the third cavity. Cavity 53, the accumulation in the first cavity 51 is relatively large, and the amount that needs to be removed is relatively large, while a certain degree of clarity needs to be maintained in the third cavity 53, so additional removal is required. In a small case, it can be directly set so that the three through holes 113 have the same size. Such as the contrast of embodiment one, two and embodiment three, four.

该三格化粪池是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备,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BOD5在100—400mg/L之间,其中悬浮性的有机物浓度BOD5为50—200mg/L。污水进入该化粪池经过12—24h的沉淀,可去除50%—60%的悬浮物。沉淀下来的污泥经过3个月以上的厌氧消化,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。大三格地埋式整体性化粪池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,使其出水端的污泥、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。 The three-compartment septic tank is a treatment equipment that uses the principles of sedimentation and anaerobic fermentation to remove suspended organic matter in domestic sewage, and is a primary transitional living treatment structure. Domestic sewage contains a lot of feces, paper scraps, and pathogens. The solid concentration of suspended matter is 100-350mg/L, and the concentration of organic matter BOD5 is between 100-400mg/L. The concentration of suspended organic matter BOD5 is 50-200mg/L. Sewage enters the septic tank and after 12-24 hours of sedimentation, 50%-60% of suspended solids can be removed. After more than 3 months of anaerobic digestion of the settled sludge, the organic matter in the sludge is decomposed into stable inorganic matter, and the perishable raw sludge is transformed into stable cooked sludge, which changes the structure of the sludge and reduces the moisture content of the sludge. Regularly remove the sludge and transport it to landfill or use it as fertilizer. The large three grid buried integral septic tank 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", so that The sludge and digested gas at the water outlet are separated from the sewage treatment process to avoid the interference of air flotation on sewage treatment.

污水首先由进水口排到第一空腔51,在第一空腔51里比重较大的固体物及寄生虫卵等物沉淀下来,利用池水中的厌氧细菌开始初步的发酵分解,经第一空腔51处理过的污水可分为三层:糊状粪皮、比较澄清的粪液、和固体状的粪渣。经过初步分解的上层的粪液流入第二空腔52,而漂浮在上面的粪皮和沉积在下面的粪渣则留在第一空腔51继续发酵。在第二空腔52中,粪液继续发酵分解,虫卵继续下沉,病原体逐渐死亡,粪液得到进一步无害化处理,产生的粪皮和粪渣厚度比第一空腔51显著减少。流入第三空腔53的粪液一般已经腐熟,其中病菌和寄生虫卵已基本杀灭。第三空腔53功能主要起暂时储存沉淀已基本无害的粪液作用,最后,经过再次沉淀的粪液通过排污口114流入市政管网。此外,由于本实用新型可埋于地下其适用范围广,可以作为住宅小区、学校、医院、企业车间等工业及民用建筑的生活污水初步处理配套设施,还可以用于农村生态厕所的改造。 Sewage is firstly discharged into the first cavity 51 by the water inlet, and in the first cavity 51, solids with a large specific gravity and parasite eggs and other objects settle down, and the anaerobic bacteria in the pool water are used to start preliminary fermentation and decomposition. The sewage treated in a cavity 51 can be divided into three layers: pasty dung skin, relatively clear dung liquid, and solid dung residue. The dung liquid of the upper layer that has been preliminarily decomposed flows into the second cavity 52, while the dung skin floating above and the dung residue deposited below stay in the first cavity 51 to continue fermentation. In the second cavity 52 , the feces liquid continues to ferment and decompose, the eggs continue to sink, the pathogens gradually die, the feces liquid is further harmlessly treated, and the thickness of the feces skin and dregs produced is significantly smaller than that of the first cavity 51 . The feces liquid flowing into the third cavity 53 has generally been decomposed, and germs and parasite eggs have been basically killed. The function of the third cavity 53 is mainly to temporarily store the settled and basically harmless feces, and finally, the re-precipitated feces flow into the municipal pipe network through the sewage outlet 114 . In addition, because the utility model can be buried underground, it has a wide application range, and can be used as a supporting facility for preliminary treatment of domestic sewage in industrial and civil buildings such as residential quarters, schools, hospitals, and enterprise workshops, and can also be used for the transformation of rural ecological toilets.

其他,如图4所示,隔板3上分布有多条加强棱31,加强棱31呈米字形的结构分布,确保隔板3的整体结构上稳定性。同时,隔板3上设有与池体内壁卡接的卡接块33。卡接块33的数量为两个,分别呈对称分布,两者卡接在上下池体12相互对接的面上,上下池体12的内壁上设有专门用于卡接的凹槽,正好与卡接块33形状一致,在安装的时候,只需要将隔板3放入,然后将上下池体12合拢,这样的话就能够保证整体的稳定性。卡接块33能够起到定位隔板3角度的作用,让个隔板3的连通孔32能够始终处于稳定,不会旋转,不易出现偏转,这种结构简单效果明显。 In addition, as shown in FIG. 4 , a plurality of reinforcing ribs 31 are distributed on the partition 3 , and the reinforcing ribs 31 are distributed in a rice-shaped structure to ensure the overall structural stability of the partition 3 . At the same time, the partition plate 3 is provided with a clamping block 33 which is clamped with the inner wall of the tank. The number of clamping blocks 33 is two, which are respectively symmetrically distributed. The clamping blocks 33 have the same shape. When installing, only the partition plate 3 needs to be put in, and then the upper and lower pool bodies 12 are closed, so that the overall stability can be ensured. The clamping block 33 can play the role of positioning the angle of the partition 3, so that the communication hole 32 of each partition 3 can always be stable, will not rotate, and is not easy to deflect. This simple structure has an obvious effect.

如图4与5所示,上池体11与下池体12内部设有用于加强结构强度的横杆4,横杆4位于上池体11与下池体12对接的面上,横杆4两端均与下池体12内壁卡接。在本实施例中,横杆4的数量为一个,设置在第三空腔53内,横杆4能够保证上下池体12受到挤压的时候,不易出现挤压变形,有了中间的支撑结构,能够加强其径向的结构强度,增加抗性变力。而池体外壁上分布有井字形的加强筋13,加强筋13的厚度较厚,能够分散池体表面的承受应力,使其在埋入之后不易出现形变,而且其在生产加工的时候脱模也较为的方便,节约成本。 As shown in Figures 4 and 5, the upper pool body 11 and the lower pool body 12 are provided with crossbars 4 for strengthening the structural strength. The crossbars 4 are located on the surface where the upper pool body 11 and the lower pool body 12 are connected. All are clamped with the inner wall of the lower pool body 12 . In this embodiment, there is one crossbar 4, which is arranged in the third cavity 53. The crossbar 4 can ensure that when the upper and lower pool bodies 12 are squeezed, it is not easy to be squeezed and deformed, and there is an intermediate support structure. , can strengthen its radial structural strength and increase resistance to variable forces. The well-shaped reinforcing ribs 13 are distributed on the outer wall of the pool, and the thickness of the reinforcing ribs 13 is relatively thick, which can disperse the stress on the surface of the pool body, making it difficult to deform after embedding, and it is demoulded during production and processing. It is also more convenient and cost-saving.

如图6所示,下池体12底部设有用于支撑的支脚121。支脚121是与下池体12一体注塑而成的,支脚121的数量为四个,分别设置在下池体12底下的四个角上,相互之间呈长方形四个顶点的结构分布,支脚121的结构能够让化粪池取出时候放置在底面上的时候也能够放置稳定,不会因为圆柱形的结构而倾倒。 As shown in FIG. 6 , the bottom of the lower pool body 12 is provided with supporting feet 121 for supporting. The legs 121 are integrally formed by injection molding with the lower pool body 12. The number of the legs 121 is four, which are respectively arranged on the four corners under the lower pool body 12, and are distributed in a structure of four apexes of a rectangle. The structure of the legs 121 It can make the septic tank stable when placed on the bottom surface when it is taken out, and it will not be dumped due to the cylindrical structure.

以上仅是本实用新型的示范性实施方式,而非用于限制本实用新型的保护范围,本实用新型的保护范围由所附的权利要求确定。 The above are only exemplary implementations of the present utility model, and are not intended to limit the protection scope of the present utility model, which is determined by the appended claims.

Claims (10)

1. a three-grid septic tank, including cell body, it is characterized in that: described cell body includes upper pool body (11) and the lower pool body (12) that can be mutually butted, described upper pool body (11) and lower pool body (12) form by plastics integrated injection molding, two dividing plates (3) it are provided with in described cell body, the inner space of upper pool body (11) Yu lower pool body (12) is divided into the first cavity (51) passed sequentially through for current by described dividing plate (3), second cavity (52), 3rd cavity (53), the both sides of described upper pool body (11) are provided with mean for the main dirt inlet (111) that sewage enters, described first cavity (51) is in communication with the outside by described main dirt inlet (111), it is provided with in described main dirt inlet (111) and is easy to the rib (1111) that pipeline is placed.
2. three-grid septic tank according to claim 1, it is characterized in that: described upper pool body (11) is additionally provided with venthole (115), sewage draining exit (114), described venthole (115) connects described first cavity (51) with extraneous, and described sewage draining exit (114) connection the 3rd cavity (53) is with extraneous.
3. three-grid septic tank according to claim 1, is characterized in that: described first cavity (51), the second cavity (52), the 3rd cavity (53) volume fraction be 2:1:3.
4. three-grid septic tank according to claim 1, it is characterized in that: described upper pool body (11) is provided with three through holes (113) for drawing excrement or observation, three described through holes (113) respectively with the first cavity (51), the second cavity (52), the 3rd cavity (53) one_to_one corresponding.
5. three-grid septic tank according to claim 4, is characterized in that: the ratio between through hole (113) diameter on through hole (113) diameter on described first cavity (51), through hole (113) diameter on the second cavity (52), described 3rd cavity (53) is 1:1:1 or 3:1:3.
6. three-grid septic tank according to claim 1, it is characterized in that: described dividing plate (3) top position is provided with mean for the intercommunicating pore (32) of current flowing, the upper distribution of described dividing plate (3) has a plurality of reinforcement rib (31), described cell body inwall is provided with mean for the slot (14) that dividing plate (3) plugs together, and described dividing plate (3) is provided with the clamping block (33) with cell body inwall clamping.
7. three-grid septic tank according to claim 2, it is characterized in that: described cell body is cylindrical, and upper pool body (11) is symmetrical structure with lower pool body (12), described upper pool body (11) is additionally provided with secondary dirt inlet (112), described secondary dirt inlet (112) connects described first cavity (51) with extraneous, and described secondary dirt inlet (112) lays respectively on two bottom surfaces that upper pool body (11) is relative with sewage draining exit (114).
8. three-grid septic tank according to claim 7, it is characterized in that: described upper pool body (11) is internal with lower pool body (12) is provided with the cross bar (4) for reinforcement structure intensity, described cross bar (4) is positioned on the face that described upper pool body (11) docks with lower pool body (12), described cross bar (4) two ends all with lower pool body (12) inwall clamping.
9. three-grid septic tank according to claim 1, is characterized in that: on described cell body outer wall, distribution has the reinforcement (13) of groined type.
10. three-grid septic tank according to claim 1, is characterized in that: described lower pool body (12) bottom is provided with the leg (121) for supporting.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105541069A (en) * 2015-12-31 2016-05-04 山东文远建材科技股份有限公司 Three-cavity septic tank

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105541069A (en) * 2015-12-31 2016-05-04 山东文远建材科技股份有限公司 Three-cavity septic tank

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