CN211471159U - A new type of biological aerated filter - Google Patents

A new type of biological aerated filter Download PDF

Info

Publication number
CN211471159U
CN211471159U CN201922289200.4U CN201922289200U CN211471159U CN 211471159 U CN211471159 U CN 211471159U CN 201922289200 U CN201922289200 U CN 201922289200U CN 211471159 U CN211471159 U CN 211471159U
Authority
CN
China
Prior art keywords
water
filter
pool body
filter plate
aeration
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201922289200.4U
Other languages
Chinese (zh)
Inventor
马勇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Maanshan Aoke Environmental Protection Science & Technology Development Co ltd
Original Assignee
Maanshan Aoke Environmental Protection Science & Technology Development Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Maanshan Aoke Environmental Protection Science & Technology Development Co ltd filed Critical Maanshan Aoke Environmental Protection Science & Technology Development Co ltd
Priority to CN201922289200.4U priority Critical patent/CN211471159U/en
Application granted granted Critical
Publication of CN211471159U publication Critical patent/CN211471159U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Biological Treatment Of Waste Water (AREA)

Abstract

本实用新型公开了一种新型曝气生物滤池,属于污水处理技术领域。本实用新型的一种新型曝气生物滤池,包括池体和滤池填料,所述池体底部外表面开设有进水口,所述池体上部外表面开设有出水口,所述池体内部横向固定安装有承托层,所述承托层上方横向分层铺装有滤池填料,所述曝气生物滤池内使用承托层和陶粒层为填料进行挂膜,增加活性污泥的附着率,以解决小型污水处理工艺的出水水质不理想等问题;承托层下方固定安装有滤水板,所述滤水板上均匀分布的配水孔能够将污水均匀分配至陶粒层;所述滤水板与池体作为一个整体安装在需要处理污水处,使用时,现场直接浇筑,以减少运输和吊装的成本。

Figure 201922289200

The utility model discloses a novel aeration biological filter, which belongs to the technical field of sewage treatment. A novel biological aeration filter of the utility model comprises a pool body and filter fillers, a water inlet is provided on the outer surface of the bottom of the pool body, a water outlet is provided on the outer surface of the upper part of the pool body, and the interior of the pool body is provided with a water inlet. A support layer is installed horizontally, and filter fillers are laid horizontally above the support layer. The aeration biological filter uses the support layer and the ceramsite layer as fillers for film hanging to increase activated sludge. In order to solve the problem of unsatisfactory effluent quality of small sewage treatment process; a water filter plate is fixedly installed under the support layer, and the evenly distributed water distribution holes on the water filter plate can evenly distribute sewage to the ceramsite layer; The water filter plate and the pool body are installed at the place where sewage needs to be treated as a whole, and when in use, they are directly poured on site to reduce the cost of transportation and hoisting.

Figure 201922289200

Description

一种新型曝气生物滤池A new type of biological aerated filter

技术领域technical field

本实用新型涉及污水处理技术领域,更具体地说是一种新型曝气生物滤池。The utility model relates to the technical field of sewage treatment, in particular to a novel aerated biological filter.

背景技术Background technique

曝气生物滤池(BAF)是近年来发展起来的一种生物膜法污水处理技术。其工艺原理为:在滤池中装填粒径较小的生物滤料,通过滤池内部曝气,滤料表面生长着高活性的生物膜;污水流经时,利用滤料表面高活性生物膜及滤料之间生物絮体的生物氧化降解作用,对污水进行生化处理;因滤料粒径较小且呈压实状态,在生物膜及滤料之间生物絮体的吸附作用下,滤层可以吸附、截留污水中极大部分的悬浮物(包括脱落的生物膜),其后不需要设置沉淀池。随着运行时间的延长,滤池水头损失逐渐增加,当达到设计值时需对滤池进行反冲洗,清洗截留的悬浮物以及老化的生物膜。与普通活性污泥法相比,曝气生物滤池具有有机负荷高、占地面积小(是普通活性污泥法的1/3)、投资少(节约30%)、不会产生污泥膨胀、氧传输效率高和出水水质好等优点。曝气生物滤池滤料的选择在整个工艺设计和运行中起着至关重要的作用。Biological aerated filter (BAF) is a biofilm wastewater treatment technology developed in recent years. The process principle is as follows: the filter tank is filled with biological filter material with a small particle size, and the filter material is aerated through the inside of the filter tank, and a highly active biofilm grows on the surface of the filter material; when the sewage flows through, the highly active biofilm on the filter material surface is used. The bio-oxidative degradation of the biological flocs between the biofilm and the filter material, and the biochemical treatment of the sewage; due to the small particle size of the filter material and the compacted state, under the adsorption of the biological flocs between the biofilm and the filter material, the filter The layer can adsorb and retain a large part of the suspended solids in the sewage (including the shed biofilm), and there is no need to set up a sedimentation tank afterwards. With the extension of operating time, the head loss of the filter tank gradually increases. When the design value is reached, the filter tank needs to be backwashed to clean the retained suspended solids and the aging biofilm. Compared with the ordinary activated sludge method, the aerated biological filter has the advantages of high organic load, small footprint (1/3 of the ordinary activated sludge method), less investment (saving 30%), no sludge bulking, It has the advantages of high oxygen transmission efficiency and good effluent quality. The selection of the filter material of the biological aerated filter plays a crucial role in the design and operation of the entire process.

目前,现有的小型曝气生物滤池多为一体化地埋设备,地埋式一体化设备在实际运用中处理水质不是很理想,内部填料为弹性填料,不方便更换,处理效果没有陶粒处理效果好,地埋式一体化设备维护不方便,只设置一个小人孔,一旦出现问题不方便检修。At present, the existing small biological aerated filters are mostly integrated buried equipment. The buried integrated equipment is not very ideal for water quality treatment in practical application. The internal filler is elastic filler, which is inconvenient to replace, and the treatment effect is not ceramsite. The treatment effect is good, and the maintenance of the buried integrated equipment is inconvenient. Only a small manhole is set up, which is inconvenient for maintenance in the event of a problem.

如授权公告号为:CN104710078B、授权公告日为:2016年8月31日的中国专利,公开了一种地埋式一体化生活污水处理装置及方法,包括格栅池、调节池、厌氧消化池、厌氧生物滤池、好氧生物滤池I、好氧生物滤池I、好氧生物滤池皿、竖流沉淀池和控制间,为地埋式立体一体化装置,所述控制间包括上层部分和下层部分,所述上层部分位于控制间上部,上层部分内设有电控箱、紫外装置,下层部分安装风机、加药设备。该设备排水方便,设备能耗小,利于节能环保,在主要依靠生物降解的基础上,辅助采用化学处理工艺,确保出水水质达标排放;但是该设备成本较高,维护成本也比较高;另外,一部分地区无法进行施工作业,特别是狭小空间区域和偏远地区。For example, the Chinese patent with the authorization announcement number: CN104710078B and the authorization announcement date: August 31, 2016 discloses a buried integrated domestic sewage treatment device and method, including a grid pool, a regulating pool, and anaerobic digestion. The tank, the anaerobic biological filter, the aerobic biological filter I, the aerobic biological filter I, the aerobic biological filter, the vertical flow sedimentation tank and the control room are buried three-dimensional integrated devices. It includes an upper part and a lower part, the upper part is located in the upper part of the control room, the upper part is provided with an electric control box and an ultraviolet device, and the lower part is equipped with a fan and a dosing equipment. The equipment has convenient drainage and low energy consumption, which is conducive to energy conservation and environmental protection. On the basis of mainly relying on biodegradation, chemical treatment technology is supplemented to ensure that the effluent quality meets the discharge standards; however, the equipment costs are relatively high, and the maintenance cost is also relatively high; in addition, Construction work is not possible in some areas, especially in confined spaces and remote areas.

实用新型内容Utility model content

1.实用新型要解决的技术问题1. Technical problems to be solved by the utility model

针对现有技术中的传统地埋式一体化曝气生物滤池为碳钢防腐结构,一部分地区无法进行施工作业等问题,本实用新型公开了一种新型曝气生物滤池,所述曝气生物滤池内使用承托层和陶粒层为填料进行挂膜,增加活性污泥的附着率,以解决小型污水处理工艺的出水水质不理想等问题。Aiming at the problems in the prior art that the traditional buried integrated biological aeration filter is a carbon steel anti-corrosion structure, and construction operations cannot be carried out in some areas, the utility model discloses a novel biological aeration filter. In the biological filter, the supporting layer and the ceramsite layer are used as fillers for film hanging to increase the adhesion rate of activated sludge, so as to solve the problems of unsatisfactory effluent quality of small sewage treatment processes.

2.技术方案2. Technical solutions

为达到上述目的,本实用新型提供的技术方案为:In order to achieve the above object, the technical scheme provided by the present utility model is:

一种新型曝气生物滤池,包括池体和滤池填料,所述池体底部外表面开设有进水口,所述池体上部外表面开设有出水口,所述池体内部横向固定安装有承托层,所述承托层上方横向分层铺装有滤池填料,所述滤池填料为陶粒层,使用陶粒填料能够增加填料使用寿命,并且增加活性污泥的附着率,且滤池承托层的作用是在污水过滤时,防止陶粒填料从集水系统中流失;所述出水口及其以上的池体部分位于地面以上,其余部分位于地面以下,污水从池体底部通过进水口通入滤池内,并分配至陶粒层,在活性污泥的生物化学反应下,能够去除水中的污染物,处理后的水经出水口排出。A novel biological aeration filter, comprising a pool body and filter fillers, a water inlet is provided on the outer surface of the bottom of the pool body, a water outlet is provided on the outer surface of the upper part of the pool body, and a horizontally fixed horizontally installed inside the pool body. The support layer, the filter filler is horizontally layered above the support layer, and the filter filler is a ceramsite layer. The use of the ceramsite filler can increase the service life of the filler and increase the adhesion rate of activated sludge, and The function of the filter tank supporting layer is to prevent the loss of ceramsite filler from the water collection system when the sewage is filtered; the water outlet and the tank body above it are located above the ground, and the rest are located below the ground, and the sewage flows from the bottom of the tank body. It is passed into the filter tank through the water inlet and distributed to the ceramsite layer. Under the biochemical reaction of the activated sludge, the pollutants in the water can be removed, and the treated water is discharged through the water outlet.

进一步的技术方案,滤水板水平设置在承托层下方,在放入滤池填料之前,首先将滤水板固定安装在池体内部,所述滤水板的侧面固定在所述池体内表面,且滤水板固定在池体下部位置,在安装滤池填料之前,滤水板与池体作为一个整体安装在需要处理污水处,然后再安装滤池填料,从而实现现场直接浇筑,并减少运输和吊装的成本。In a further technical solution, the water filter plate is arranged horizontally under the supporting layer, before putting the filter filler, firstly, the water filter plate is fixedly installed inside the pool body, and the side surface of the water filter plate is fixed on the inner surface of the pool body. , and the water filter plate is fixed at the lower part of the tank body. Before installing the filter tank filler, the water filter plate and the tank body are installed as a whole in the place where sewage needs to be treated, and then the filter tank filler is installed, so as to realize direct on-site pouring and reduce Shipping and lifting costs.

进一步的技术方案,所述滤水板为圆盘状,其上均匀开设有配水孔,底部进水后,所述均匀分布的配水孔能够将污水均匀分配至陶粒层,从而保证滤池内污水水流平稳,且不会直接冲刷滤池填料,以保证活性污泥的附着率。In a further technical solution, the water filter plate is in the shape of a disc, and water distribution holes are evenly opened on it. After the bottom is filled with water, the evenly distributed water distribution holes can evenly distribute the sewage to the ceramsite layer, so as to ensure that the filter tank is filled with water. The sewage flow is stable, and the filter filler will not be washed directly to ensure the adhesion rate of activated sludge.

进一步的技术方案,所述池体外部还开设有进气口,并通向池体内部;所述滤水板与承托层之间位置设置有曝气通道,所述曝气通道上设置有曝气孔,所述曝气通道与进气口相连通;曝气是使空气与水强烈接触的一种手段,其目的在于将空气中的氧溶解于水中,或者将水中不需要的气体和挥发性物质放逐到空气中;空气从进气口进入曝气通道后,经曝气孔向滤池内部释放氧气,滤池能够提供一定污水停留时间,从而满足好氧微生物所需要的氧量,以及污水与活性污泥充分接触的混合条件。In a further technical scheme, the outside of the pool body is also provided with an air inlet, which leads to the inside of the pool body; an aeration channel is arranged between the water filter plate and the supporting layer, and an aeration channel is arranged on the aeration channel. Aeration hole, the aeration channel is communicated with the air inlet; aeration is a means of making the air and water in strong contact, and its purpose is to dissolve the oxygen in the air in the water, or to remove the unnecessary gas and water in the water. Volatile substances are exiled into the air; after the air enters the aeration channel from the air inlet, oxygen is released into the filter tank through the aeration hole, and the filter tank can provide a certain residence time of sewage to meet the oxygen required by aerobic microorganisms. And the mixing conditions in which the sewage and the activated sludge are fully contacted.

进一步的技术方案,所述滤水板下方设置有气体反冲洗通道,所述气体反冲洗通道上设置有气体反冲洗孔,所述气体反冲洗通道与进气口相连通,由于滤池长时间使用,所述滤水板的配水孔会存在堵塞,通过向进气口通气,并向进水口通水,从而实现气、水混合冲洗的效果,以避免配水孔堵塞,并保证滤水板均匀配水。In a further technical solution, a gas backwashing channel is arranged under the water filter plate, a gas backwashing hole is arranged on the gas backwashing channel, and the gas backwashing channel is communicated with the air inlet. In use, the water distribution holes of the water filter plate may be blocked. By ventilating the air inlet and passing water to the water inlet, the effect of mixed flushing with air and water can be realized, so as to avoid the blockage of the water distribution holes and ensure the uniformity of the water filter plate. Water distribution.

进一步的技术方案,所述池体为圆柱体,圆形池体可以增加处理水量,并增加活性污泥的比表面积,提高出水水质;且本装置占地面积小,以解决场地面积有限等难题。In a further technical solution, the tank body is a cylinder, and the circular tank body can increase the treated water volume, increase the specific surface area of the activated sludge, and improve the effluent quality; and the device occupies a small area to solve problems such as limited site area. .

3.有益效果3. Beneficial effects

采用本实用新型提供的技术方案,与现有技术相比,具有如下有益效果:Compared with the prior art, the technical scheme provided by the present utility model has the following beneficial effects:

(1)本实用新型的一种新型曝气生物滤池,使用陶粒填料能够增加填料使用寿命,并且增加活性污泥的附着率;(1) In a novel aerated biological filter of the present invention, the use of ceramsite fillers can increase the service life of the fillers and increase the adhesion rate of activated sludge;

(2)本实用新型的一种新型曝气生物滤池,在污水过滤时,滤池承托层能够防止陶粒填料从集水系统中流失;(2) In a novel aerated biological filter of the present invention, when the sewage is filtered, the filter support layer can prevent the loss of the ceramsite filler from the water collection system;

(3)本实用新型的一种新型曝气生物滤池,污水从池体底部进水,通过进水口通入滤池内,并分配至陶粒层,在活性污泥的生物化学反应下,能够去除水中的污染物,处理后的水经出水口排出;(3) In a novel aerated biological filter of the present utility model, sewage enters water from the bottom of the tank body, passes into the filter tank through the water inlet, and is distributed to the ceramsite layer. Under the biochemical reaction of activated sludge, It can remove pollutants in the water, and the treated water is discharged through the water outlet;

(4)本实用新型的一种新型曝气生物滤池,滤水板与池体作为一个整体安装在需要处理污水处,然后再安装滤池填料,从而实现现场直接浇筑,并减少运输和吊装的成本;(4) In a novel aerated biological filter of the present utility model, the water filter plate and the tank body are installed as a whole at the place where sewage needs to be treated, and then the filter tank filler is installed, so as to realize direct pouring on site and reduce transportation and hoisting. the cost of;

(5)本实用新型的一种新型曝气生物滤池,配水孔能够将污水均匀分配至陶粒层,从而保证滤池内污水水流平稳,且不会直接冲刷滤池填料,以保证活性污泥的附着率;(5) In a novel aerated biological filter of the present utility model, the water distribution holes can evenly distribute the sewage to the ceramsite layer, so as to ensure the smooth flow of sewage in the filter, and the filter filler will not be washed directly, so as to ensure the active sewage The adhesion rate of mud;

(6)本实用新型的一种新型曝气生物滤池,空气从进气口进入曝气通道后,经曝气孔向滤池内部释放氧气,滤池能够提供一定污水停留时间,从而满足好氧微生物所需要的氧量,以及污水与活性污泥充分接触的混合条件;(6) In a novel biological aeration filter of the present invention, after the air enters the aeration channel from the air inlet, oxygen is released into the filter tank through the aeration hole, and the filter tank can provide a certain residence time of sewage, so as to satisfy the The amount of oxygen required by oxygen microorganisms, and the mixing conditions for full contact between sewage and activated sludge;

(7)本实用新型的一种新型曝气生物滤池,所述气体反冲洗通道与进气口相连通,从而冲洗滤水板,避免配水孔堵塞;(7) In a novel aerated biological filter of the present utility model, the gas backwashing channel is communicated with the air inlet, thereby flushing the water filter plate and avoiding clogging of the water distribution hole;

(8)本实用新型的一种新型曝气生物滤池,圆形池体可以增加处理水量,并增加活性污泥的比表面积,提高出水水质;且本装置占地面积小,以解决场地面积有限等难题。(8) A novel biological aerated filter of the present utility model, the circular tank body can increase the amount of treated water, increase the specific surface area of activated sludge, and improve the quality of effluent; and the device occupies a small area to solve the problem of site area limited problems.

附图说明Description of drawings

图1为本实用新型的曝气生物滤池剖面结构示意图;1 is a schematic diagram of the cross-sectional structure of an aerated biological filter of the present invention;

图2为本实用新型中滤水板俯视图。Figure 2 is a top view of the water filter plate in the utility model.

图中:1-池体;2-进水口;3-出水口;4-陶粒层;5-承托层;6-进气口;7-滤水板;61-气体反冲洗通道;62-曝气通道;71-配水孔;D-地面。In the figure: 1-pool body; 2-water inlet; 3-water outlet; 4-ceramsite layer; 5-supporting layer; 6-air inlet; 7-water filter plate; 61-gas backwash channel; 62 - Aeration channel; 71 - water distribution hole; D - ground.

具体实施方式Detailed ways

为进一步了解本实用新型的内容,结合附图对实用新型作详细描述。In order to further understand the content of the utility model, the utility model is described in detail with reference to the accompanying drawings.

实施例1Example 1

本实施例的一种新型曝实用新型气生物滤池,如图1所示,包括池体1和滤池填料,所述池体1底部外表面开设有进水口2,所述池体1上部外表面开设有出水口3,所述池体内部横向固定安装有承托层5,所述承托层5上方横向分层铺装有滤池填料,铺装最下一层承托填料时,应注意避免损坏滤池的配水系统,在下一层铺装完成后,才能铺装上一层填料;所述滤池填料为陶粒层4,使用陶粒填料能够增加填料使用寿命,并且增加活性污泥的附着率,且滤池承托层5的作用是在污水过滤时,防止陶粒填料从集水系统中流失;所述出水口3及其以上的池体1部分位于地面D以上,其余部分位于地面D以下,污水从池体1底部通过进水口2通入滤池内,随着池内污水的增多,污水高度逐渐上升至陶粒层4,在活性污泥的生物化学反应下,能够去除水中的污染物,处理后的水经出水口3排出。As shown in FIG. 1 , a novel aerated biofilter of the present embodiment includes a tank body 1 and filter tank fillers. A water inlet 2 is opened on the outer surface of the bottom of the tank body 1 , and the upper part of the tank body 1 is provided with a water inlet 2 . The outer surface is provided with a water outlet 3, and a supporting layer 5 is fixed laterally inside the tank body. The top of the supporting layer 5 is horizontally layered with filter tank fillers. When paving the bottom layer of supporting fillers, Care should be taken to avoid damage to the water distribution system of the filter tank. After the next layer is laid, the upper layer of filler can be installed; the filter tank filler is ceramsite layer 4, and the use of ceramsite filler can increase the service life of the filler and increase its activity. The adhesion rate of sludge, and the function of the filter tank supporting layer 5 is to prevent the loss of ceramsite filler from the water collection system when the sewage is filtered; the water outlet 3 and the tank body 1 above it are located above the ground D, The rest is located below the ground D. The sewage flows into the filter tank from the bottom of the tank body 1 through the water inlet 2. With the increase of sewage in the tank, the sewage height gradually rises to the ceramsite layer 4. Under the biochemical reaction of activated sludge, The pollutants in the water can be removed, and the treated water is discharged through the water outlet 3.

实施例2Example 2

本实施例的一种新型曝气生物滤池,基本结构同实施例1,不同和改进之处在于:如图1所示,所述滤水板7水平设置在承托层5下方,在放入滤池填料之前,首先将滤水板7固定安装在池体1内部,所述滤水板7的侧面固定在所述池体1内表面,且滤水板7固定在池体1下部位置,在安装滤池填料之前,滤水板7与池体1作为一个整体安装在需要处理污水处,然后再安装滤池填料,从而实现现场直接浇筑,并减少运输和吊装的成本。The basic structure of a novel biological aerated filter of this embodiment is the same as that of Embodiment 1. The differences and improvements are: as shown in FIG. Before filling the filter tank, firstly, the water filter plate 7 is fixedly installed inside the pool body 1, the side surface of the water filter plate 7 is fixed on the inner surface of the pool body 1, and the water filter plate 7 is fixed at the lower position of the pool body 1. , Before installing the filter tank filler, the water filter plate 7 and the tank body 1 are installed as a whole at the place where the sewage needs to be treated, and then the filter tank filler is installed, so as to realize direct pouring on site and reduce the cost of transportation and hoisting.

实施例3Example 3

本实施例的一种新型曝气生物滤池,基本结构同实施例2,不同和改进之处在于:如图2所示,所述滤水板7为圆盘状,其上均匀开设有配水孔71,圆形配水孔71可采用集成拆卸式滤板,从而方便安装;污水从滤池底部通过进水口2通入滤池内,随着池内污水的增多,污水高度逐渐上升至滤水板7,滤水板7上配水孔71均匀分布,使得污水通过配水孔71后,能够均匀分配至陶粒层4,从而保证滤池内污水水流平稳,且不会直接冲刷滤池填料,以保证活性污泥的附着率。The basic structure of a novel biological aerated filter of this embodiment is the same as that of Embodiment 2, and the difference and improvement are: as shown in FIG. Hole 71, circular water distribution hole 71 can adopt integrated dismantling filter plate, which is convenient for installation; sewage flows into the filter tank from the bottom of the filter tank through the water inlet 2, with the increase of sewage in the tank, the sewage height gradually rises to the water filter plate 7. The water distribution holes 71 on the water filter plate 7 are evenly distributed, so that after the sewage passes through the water distribution holes 71, it can be evenly distributed to the ceramsite layer 4, so as to ensure the smooth flow of sewage in the filter tank, and will not directly wash the filter tank filler to ensure Adhesion rate of activated sludge.

实施例4Example 4

本实施例的一种新型曝气生物滤池,基本结构同实施例3,不同和改进之处在于:如图1所示,所述池体1外部还开设有进气口6,并通向池体1内部;所述滤水板7与承托层5之间位置设置有曝气通道62,所述曝气通道62上设置有曝气孔,所述曝气通道62与进气口6相连通;曝气是使空气与水强烈接触的一种手段,其目的在于将空气中的氧溶解于水中,或者将水中不需要的气体和挥发性物质放逐到空气中;空气从进气口6进入曝气通道62后,经曝气孔向滤池内部释放氧气,滤池能够提供一定污水停留时间,从而满足好氧微生物所需要的氧量,以及污水与活性污泥充分接触的混合条件。The basic structure of a novel biological aerated filter of this embodiment is the same as that of Embodiment 3, and the difference and improvement are: as shown in FIG. Inside the pool body 1; an aeration channel 62 is arranged between the water filter plate 7 and the supporting layer 5, and the aeration channel 62 is provided with aeration holes, and the aeration channel 62 and the air inlet 6 Connected; aeration is a means of making strong contact between air and water, the purpose of which is to dissolve oxygen in the air into water, or to expel unnecessary gases and volatile substances in water into the air; air from the air inlet 6 After entering the aeration channel 62, oxygen is released into the filter tank through the aeration holes, and the filter tank can provide a certain residence time of sewage, so as to meet the oxygen amount required by aerobic microorganisms and the mixing conditions for the full contact between sewage and activated sludge .

实施例5Example 5

本实施例的一种新型曝气生物滤池,基本结构同实施例4,不同和改进之处在于:如图1所示,所述滤水板7下方设置有气体反冲洗通道61,所述气体反冲洗通道61上设置有气体反冲洗孔,所述气体反冲洗通道61与进气口6相连通,由于滤池长时间使用,所述滤水板7的配水孔71会存在堵塞;首先将进气口6外接气泵,再向进水口2通水,由于气泵气压较大,且配有水,从而实现气、水混合冲洗的效果,以避免配水孔71堵塞,并保证滤水板7均匀配水;在滤池陶粒层4与承托层之间铺设砾石层,在反冲洗时可起一定的均匀布水辅助作用。The basic structure of a novel biological aerated filter of this embodiment is the same as that of Embodiment 4. The differences and improvements are: as shown in FIG. 1 , a gas backwashing channel 61 is provided under the water filter The gas backwashing channel 61 is provided with a gas backwashing hole, and the gas backwashing channel 61 is communicated with the air inlet 6. Due to the long-term use of the filter tank, the water distribution hole 71 of the water filter plate 7 will be blocked; first of all Connect the air pump to the air inlet 6, and then pass water to the water inlet 2. Because the air pump has a high air pressure and is equipped with water, the effect of mixing air and water can be realized, so as to avoid the blockage of the water distribution hole 71 and ensure that the water filter plate 7 Uniform water distribution; a gravel layer is laid between the filter ceramsite layer 4 and the supporting layer, which can play a certain auxiliary role in uniform water distribution during backwashing.

实施例6Example 6

本实施例的一种新型曝气生物滤池,基本结构同实施例5,不同和改进之处在于:所述池体1为圆柱体,圆形池体可以增加处理水量;并增加活性污泥的比表面积,提高出水水质;且本装置占地面积小,以解决场地面积有限等难题。The basic structure of a novel aerated biological filter of this embodiment is the same as that of Embodiment 5. The differences and improvements are: the pond body 1 is a cylinder, and the circular pond body can increase the amount of treated water; and increase the amount of activated sludge. The specific surface area of the device improves the quality of the effluent; and the device occupies a small area to solve problems such as limited site area.

以上示意性的对本实用新型及其实施方式进行了描述,该描述没有限制性,附图中所示的也只是本实用新型的实施方式之一,实际的结构并不局限于此。所以,如果本领域的普通技术人员受其启示,在不脱离本发明创造宗旨的情况下,不经创造性的设计出与该技术方案相似的结构方式及实施例,均应属于本实用新型的保护范围。The present invention and its embodiments have been schematically described above, and the description is not restrictive, and what is shown in the accompanying drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. Therefore, if those of ordinary skill in the art are inspired by it, without departing from the purpose of the present invention, any structural modes and embodiments similar to this technical solution are designed without creativity, and all should belong to the protection of the present invention. scope.

Claims (7)

1.一种新型曝气生物滤池,包括池体(1)和滤池填料,所述池体(1)底部外表面开设有进水口(2),所述池体(1)上部外表面开设有出水口(3),其特征在于:所述滤池填料为陶粒层(4),所述陶粒层(4)横向分层铺装在承托层(5)上方;所述承托层(5)横向固定安装在所述池体(1)内部;所述出水口(3)及其以上的池体(1)部分位于地面(D)以上,其余部分位于地面(D)以下。1. A novel biological aerated filter, comprising a pool body (1) and filter filler, the bottom outer surface of the pool body (1) is provided with a water inlet (2), and the upper outer surface of the pool body (1) A water outlet (3) is provided, and it is characterized in that: the filter tank filler is a ceramsite layer (4), and the ceramsite layer (4) is horizontally laid on the support layer (5) in layers; The support layer (5) is laterally fixed and installed inside the pool body (1); the water outlet (3) and the pool body (1) above it are partially located above the ground (D), and the rest are located below the ground (D) . 2.根据权利要求1所述的一种新型曝气生物滤池,其特征在于:所述池体(1)下部固定安装有滤水板(7),所述滤水板(7)水平设置在承托层(5)下方。2. A novel biological aerated filter tank according to claim 1, characterized in that: a water filter plate (7) is fixedly installed at the lower part of the tank body (1), and the water filter plate (7) is arranged horizontally Below the supporting layer (5). 3.根据权利要求2所述的一种新型曝气生物滤池,其特征在于:所述滤水板(7)为圆盘状,其上均匀开设有配水孔(71)。3 . The novel biological aerated filter according to claim 2 , wherein the water filter plate ( 7 ) is in the shape of a disc, and water distribution holes ( 71 ) are evenly opened thereon. 4 . 4.根据权利要求3所述的一种新型曝气生物滤池,其特征在于:所述池体(1)外部还开设进气口(6),并通向池体(1)内部。4 . The novel biological aerated filter according to claim 3 , wherein an air inlet ( 6 ) is provided outside the tank body ( 1 ), leading to the inside of the tank body ( 1 ). 5 . 5.根据权利要求4所述的一种新型曝气生物滤池,其特征在于:所述滤水板(7)与承托层(5)之间位置设置有曝气通道(62),所述曝气通道(62)上设置有曝气孔,所述曝气通道(62)与进气口(6)相连通。5. A novel biological aerated filter according to claim 4, characterized in that: an aeration channel (62) is arranged between the water filter plate (7) and the supporting layer (5), so The aeration channel (62) is provided with aeration holes, and the aeration channel (62) is communicated with the air inlet (6). 6.根据权利要求5所述的一种新型曝气生物滤池,其特征在于:所述滤水板(7)下方设置有气体反冲洗通道(61),所述气体反冲洗通道(61)上设置有气体反冲洗孔,所述气体反冲洗通道(61)与进气口(6)相连通。6. A novel biological aerated filter according to claim 5, characterized in that: a gas backwash channel (61) is provided below the water filter plate (7), and the gas backwash channel (61) A gas backflushing hole is provided on the gas backflushing channel (61), and the gas backflushing channel (61) is communicated with the air inlet (6). 7.根据权利要求1至6任一所述的一种新型曝气生物滤池,其特征在于:所述池体(1)为圆柱体。7. A novel biological aerated filter according to any one of claims 1 to 6, characterized in that: the pond body (1) is a cylinder.
CN201922289200.4U 2019-12-18 2019-12-18 A new type of biological aerated filter Expired - Fee Related CN211471159U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922289200.4U CN211471159U (en) 2019-12-18 2019-12-18 A new type of biological aerated filter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922289200.4U CN211471159U (en) 2019-12-18 2019-12-18 A new type of biological aerated filter

Publications (1)

Publication Number Publication Date
CN211471159U true CN211471159U (en) 2020-09-11

Family

ID=72375593

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922289200.4U Expired - Fee Related CN211471159U (en) 2019-12-18 2019-12-18 A new type of biological aerated filter

Country Status (1)

Country Link
CN (1) CN211471159U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN120987520A (en) * 2025-09-15 2025-11-21 鹭滨环保科技(上海)股份有限公司 A device and process for treating high-concentration organic wastewater

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN120987520A (en) * 2025-09-15 2025-11-21 鹭滨环保科技(上海)股份有限公司 A device and process for treating high-concentration organic wastewater

Similar Documents

Publication Publication Date Title
CN105712589B (en) A kind of filler/ultrafiltration membrane integral water purifying device and its application process
CN205294949U (en) High -efficient bological aerated filter
CN103007625B (en) Integral water purifying device and process for purifying water
CN100551844C (en) A biological filter tower for sewage treatment
CN100357194C (en) Single-stage inner circulating aerating biological filtering tank
CN202499761U (en) Biofilter for treating fecal sewage
CN211471159U (en) A new type of biological aerated filter
CN201648097U (en) Biological Aerated Filter
CN216191747U (en) An up-flow self-cleaning aerated biological filter domestic sewage treatment device
CN112645455B (en) Self-cleaning type nitrogen and phosphorus removal biological filter and domestic sewage treatment system
CN201648104U (en) A sleeve filter device for sewage reuse
CN101514051B (en) A self-defilming biological carrier internal circulation filtration technology and its device
CN117566900B (en) Micro-oxygen aeration biochemical filter tank for wastewater treatment
CN201386041Y (en) An aerobic granular sludge membrane bioreactor system
CN103073109A (en) Composite biotrickling filter for nitrogen and phosphorus removal
CN207811367U (en) A kind of stage aeration type sewage disposal system
CN216986444U (en) Integrated filter tank for water treatment
CN215841804U (en) Agitation sand filter activated carbon filter tank
CN203295324U (en) Novel integrated sewage treatment machine
CN211734119U (en) Aeration and reflux integrated sewage treatment equipment
CN201080454Y (en) Sewage disposal biological filtering tower
CN210103683U (en) Be used for improving UCT sewage treatment plant
CN106904695A (en) A kind of buried reinforcing water purification micro-electrolysis device
CN218811184U (en) Sewage treatment system
CN205387530U (en) Utilize effluent treatment plant of advantage bacterial

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200911

CF01 Termination of patent right due to non-payment of annual fee