WO2021083414A2 - 一种分层净化的废水处理装置 - Google Patents

一种分层净化的废水处理装置 Download PDF

Info

Publication number
WO2021083414A2
WO2021083414A2 PCT/CN2020/137806 CN2020137806W WO2021083414A2 WO 2021083414 A2 WO2021083414 A2 WO 2021083414A2 CN 2020137806 W CN2020137806 W CN 2020137806W WO 2021083414 A2 WO2021083414 A2 WO 2021083414A2
Authority
WO
WIPO (PCT)
Prior art keywords
box
filter
tank
wastewater treatment
treatment device
Prior art date
Application number
PCT/CN2020/137806
Other languages
English (en)
French (fr)
Other versions
WO2021083414A3 (zh
Inventor
何凡
Original Assignee
苏州鱼得水电气科技有限公司
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 苏州鱼得水电气科技有限公司 filed Critical 苏州鱼得水电气科技有限公司
Priority to PCT/CN2020/137806 priority Critical patent/WO2021083414A2/zh
Priority to DE212020000391.2U priority patent/DE212020000391U1/de
Publication of WO2021083414A2 publication Critical patent/WO2021083414A2/zh
Publication of WO2021083414A3 publication Critical patent/WO2021083414A3/zh

Links

Images

Classifications

    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00—Biological treatment of water, waste water, or sewage
    • C02F3/02—Aerobic processes
    • C02F3/12—Activated sludge processes
    • C02F3/1205—Particular type of activated sludge processes
    • C02F3/1215—Combinations of activated sludge treatment with precipitation, flocculation, coagulation and separation of phosphates
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00—Biological treatment of water, waste water, or sewage
    • C02F3/02—Aerobic processes
    • C02F3/12—Activated sludge processes
    • C02F3/1205—Particular type of activated sludge processes
    • C02F3/121—Multistep treatment
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
    • C02F1/004—Processes for the treatment of water whereby the filtration technique is of importance using large scale industrial sized filters
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/68—Treatment of water, waste water, or sewage by addition of specified substances, e.g. trace elements, for ameliorating potable water
    • C02F1/685—Devices for dosing the additives
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2303/00—Specific treatment goals
    • C02F2303/24—Separation of coarse particles, e.g. by using sieves or screens
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00—Technologies for wastewater treatment
    • Y02W10/10—Biological treatment of water, waste water, or sewage

Definitions

  • the utility model relates to the technical field of wastewater treatment, in particular to a layered purification wastewater treatment device.
  • Wastewater treatment is the use of physical, chemical and biological methods to treat wastewater to purify the wastewater and reduce pollution, so as to achieve the recovery and reuse of wastewater and make full use of water resources.
  • the purpose of the present utility model is to provide a layered purification wastewater treatment device to solve the problems raised in the background art.
  • a layered purification wastewater treatment device including a sedimentation filter box, a flocculation tank and a biological reaction box, the sedimentation filter box and the flocculation tank are transported between the Water pipeline connection, the flocculation tank and the biological reaction tank are also connected by a water pipeline, the water delivery pipeline between the sedimentation filter box and the flocculation tank is installed with a water pump A, the flocculation tank and the biological reaction tank A water pump B is installed on the water delivery pipeline between the reaction tanks, the upper end of the flocculation box is provided with a tank cover, the dose box is installed on the top, and the dosing box is located inside the flocculation box with a dosing pipe .
  • the dosing tube is provided with multiple groups, and the dosing tubes are evenly distributed on the bottom surface of the dosing box, the length of the dosing box decreases from the middle to the surroundings, the dosing box is connected to the dosing box, and the dosing boxes are arranged high and low.
  • the dosing tube is convenient for better dispensing of medicament.
  • the dosing pipe is communicated with the inside of the dosing box, and an electromagnetic valve is installed between the dosing pipe and the dosing box, which is convenient for controlling the on-off of the dosing pipe through the electromagnetic valve.
  • the dosing tube is composed of a hollow end and a tube body, the hollow end is arranged on the tail end of the tube body, the top end of the tube body is connected to a connector, and the hollow end is used to remove the flocculant.
  • the connecting head is installed at the outlet of the electromagnetic valve to facilitate the connection of the pipe body.
  • the bottom end of the inner cavity of the sedimentation filter box is provided with a bottom slope, and the inclination direction of the bottom slope is inclined from the low part of the water inlet to the high part of the water outlet, so as to facilitate the sedimentation of the sediment in the sewage.
  • the sedimentation filter box is provided with a filter grid
  • the filter grid is provided with multiple groups, and the filter grids are arranged side by side and parallel, and a filter compartment is formed between the filter grids, and the filter grids are used to pair
  • the sewage is filtered to remove floating objects in the sewage.
  • the surface of the bottom slope is provided with an insertion groove, the bottom end of the filter grid is inserted into the insertion groove, and the water inlet of the sedimentation filter box is located above the lower part of the bottom slope, which is convenient for installation and filtration. Grid.
  • the water inlet of the water delivery pipeline is provided with an anti-clogging structure, which facilitates the realization of the anti-clogging effect.
  • the anti-clogging structure includes filter cotton, an outer cap, a filter screen and a sleeve.
  • the outer wall of the top end of the sleeve is connected with the outer cap, and a threaded connection groove is formed between the outer wall of the sleeve and the outer cap.
  • the extended end of the water pipeline is threadedly connected in the threaded connection groove, the filter cotton and the filter net are placed in the sleeve, and the filter cotton and the filter net are used for filtering, so as to achieve the purpose of preventing clogging.
  • the utility model provides a bottom slope at the bottom of the sedimentation filter box. Under the action of the bottom slope, the bottom of the sedimentation filter box forms an upwardly inclined bottom along the water flow direction, which is convenient for the sediment in the sewage under the action of the inclined bottom. , To achieve better sedimentation.
  • multiple sets of filter grids are arranged on the bottom slope of the sedimentation filter box, and the aperture of the filter grid is set from large to small.
  • the sedimentation filter box can be divided into Multiple sets of filter compartments can be used, under the action of the filter grid, to filter the floating matter and large particles in the sewage, and perform multi-layer filtration, so that the filtering effect is good.
  • the utility model provides an anti-clogging structure composed of filter cotton, outer cap, filter net and sleeve at the water inlet end of the water delivery pipeline, and the anti-clogging structure can be detachably installed on the water delivery pipeline. Prevent the large particles in the sewage from entering the water pipeline, effectively prevent the large particles from harming the pump, and facilitate re-filtering.
  • Figure 1 is a schematic diagram of the overall structure
  • Figure 2 is a schematic diagram of the structure of the precipitation filter box
  • FIG. 3 is a schematic diagram of the structure of the flocculation box
  • Figure 4 is a schematic diagram of the anti-clogging structure
  • Figure 5 is a schematic diagram of the structure of the dosing pipe.
  • This utility model provides the following technical solutions: including a sedimentation filter box 1, a flocculent removal box 4, and a biological reaction box 6.
  • the sedimentation filter box 1 and the flocculent removal box 4 are connected by a water pipeline 3
  • the flocculation tank 4 and the biological reaction tank 6 are also connected by a water pipeline 3, and a water pump A2 is installed on the water pipeline 3 between the sedimentation filter box 1 and the flocculation tank 4, and
  • a water pump B5 is installed on the water delivery pipeline 3 between the flocculent tank 4 and the biological reaction tank 6, the upper end of the flocculent removing tank 4 is provided with a tank cover 12, and a dose box 15 is installed on the top of the dosing box 15
  • a dosing pipe 13 is provided at a position inside the flocculation box 4.
  • the dosing tubes 13 are provided with multiple groups, and the dosing tubes 13 are evenly distributed on the bottom surface of the dosing box 15.
  • the length of the dosing box 15 decreases from the middle to the surroundings. The dosing box 15 and the dosing box 15 Connected.
  • the dosing pipe 13 communicates with the inside of the dosing box 15, and an electromagnetic valve 14 is installed between the dosing pipe 13 and the dosing box 15.
  • the dosing tube 13 is composed of a hollow end 22 and a tube body 23, the hollow end 22 is arranged on the tail end of the tube body 23, and the top end of the tube body 23 is connected to the connector 21.
  • the connecting head 21 is installed at the outlet of the electromagnetic valve 14.
  • the bottom end of the inner cavity of the sedimentation filter box 1 is provided with a bottom slope 9, and the inclination direction of the bottom slope 9 is inclined from the low part of the water inlet to the high part of the water outlet.
  • the sedimentation filter box 1 is provided with a filter grid 8
  • the filter grid 8 is provided with multiple groups, and the filter grids 8 are arranged side by side in parallel, and a filter compartment 7 is formed between the filter grids 8 .
  • the surface of the bottom slope 9 is provided with an insertion groove 10, the bottom end of the filter grid 8 is inserted into the insertion groove 10, and the water inlet of the sedimentation filter box 1 is located at the bottom of the bottom slope 9.
  • the bottom end of the filter grid 8 is inserted into the insertion groove 10
  • the water inlet of the sedimentation filter box 1 is located at the bottom of the bottom slope 9.
  • an anti-clogging structure 11 is provided at the water inlet of the water delivery pipeline 3.
  • the anti-clogging structure 11 includes a filter cotton 16, an outer cap 17, a filter screen 19, and a sleeve 20.
  • the outer wall of the top end of the sleeve 20 is connected to the outer cap 17, and the outer wall of the sleeve 20 and the outer cap 17 A threaded connection groove 18 is formed therebetween, one end of the water delivery pipeline 3 is threadedly connected in the threaded connection groove 18, and the filter cotton 16 and the filter screen 19 are placed in the sleeve 20.
  • a layered purification wastewater treatment device is provided with a bottom slope 9 at the bottom of the sedimentation filter box 1, so that the bottom end of the sedimentation filter box 1 forms an upwardly inclined bottom along the direction of the water flow, and the bottom slope 9
  • a filter grid 8 for filtering floating objects is inserted into the insertion slot 10, and the filter grids 8 are evenly arranged.
  • the inner cavity of the sedimentation filter box 1 is divided into an array of filter compartments under the action of multiple sets of filter grids 8 7. Since the aperture of the filter grid 8 shrinks from the lower part of the bottom slope 9 to the higher part, when in use, the sewage first enters the filter compartment 7 near the lower part of the bottom slope 9, and then flows into other filter compartments 7 in turn.
  • the floating matter in the sewage can be filtered and purified in multiple layers.
  • the sedimentation can be better carried out under the action of the bottom slope 9.
  • the sewage in the sedimentation filter box 1 is under the action of the pump A2 , It is transported to the flocculation box 4 through the water delivery pipe 3, and the dose box 15 at the top of the flocculation box 4 puts the internal flocculant into the flocculation box 4 through the dosing pipe 13 at the bottom, and reacts with the sewage.
  • the dosing pipe 13 is set in multiple groups, and the length of the dosing pipe 13 increases from the center to the periphery, so that there are injection points in the uniform depth in the deflocculation box 4, which is convenient for better contact and reaction with sewage.
  • the sewage is pumped to the bioreactor 6 for sterilization treatment, wherein the anti-clogging structure 11 is provided at the water inlet end of the water delivery pipe 3, and the threaded connection groove 18 on the anti-clogging structure 11 and the water delivery pipe 3 are extended Part of the threaded connection makes the anti-clogging structure 11 detachable for easy removal and maintenance.
  • the filter cotton 16 and filter screen 19 in the anti-clogging structure 11 are used to filter and intercept the sewage again, which can prevent large particles in the sewage Blocking occurs when entering the water delivery pipeline 3, which also effectively prevents large particles from causing harm to the pump.

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Analytical Chemistry (AREA)
  • Filtration Of Liquid (AREA)
  • Biological Treatment Of Waste Water (AREA)

Abstract

本实用新型公开了一种分层净化的废水处理装置，包括沉淀过滤箱、除絮箱和生物反应箱，所述沉淀过滤箱与除絮箱之间通过输水管路连接，所述除絮箱和生物反应箱之间也通过输水管路连接，所述沉淀过滤箱与除絮箱之间的输水管路上安装有抽水泵A，所述除絮箱和生物反应箱之间的输水管路上安装有抽水泵B，所述除絮箱的上端设有箱盖，所述上安装有剂量箱，所述剂量箱位于除絮箱内部的位置设有加剂管，本实用新型通过沉淀过滤箱的底部斜坡上设置多组过滤栅网，并将过滤栅网的孔径由大到小设置，在多组过滤栅网的作用下，可将沉淀过滤箱分隔为多组过滤隔腔，可将污水中的漂浮物可大颗粒杂质进行过滤，进行多层过滤，使得过滤效果好。

Description

一种分层净化的废水处理装置 技术领域
本实用新型涉及废水处理技术领域，具体为一种分层净化的废水处理装置。
背景技术
随着工业和城镇的发展，住宅的、商业的、农业的以及工业的用水产生了大量未经处理的废水，如果不经过处理，废水中含有的大量有害物质，会导致健康危害以及环境问题。废水处理就是利用物理、化学和生物的方法对废水进行处理，使废水净化，减少污染，以至达到废水回收、复用，充分利用水资源。
现有的废水处理装置在输送废水时，以便利用管道，但是管道在长时间使用后，容易发生堵塞，现在的废水处理装置并灭有对管道机箱内防堵塞处理，再者，在进行拦截和过滤沉淀时，结构简单，效果差，为此，我们提出一种分层净化的废水处理装置。
实用新型内容
本实用新型的目的在于提供一种分层净化的废水处理装置，以解决上述背景技术中提出的问题。
为了解决上述技术问题，本实用新型提供如下技术方案：一种分层净化的废水处理装置，包括沉淀过滤箱、除絮箱和生物反应箱，所述沉淀过滤箱与除絮箱之间通过输水管路连接，所述除絮箱和生物反应箱之间也通过输水管路连接，所述沉淀过滤箱与除絮箱之间的输水管路上安装有抽水泵A，所述除絮箱和生物反应箱之间的输水管路上安装有抽水泵B，所述除絮箱的上端设有箱盖，所述上安装有剂量箱，所述剂量箱位于除絮箱内部的位置设有加剂管。
进一步的，所述加剂管设有多组，且加剂管均匀分布在剂量箱的底面，所 述剂量箱的长度由中间向四周递减，所述剂量箱与剂量箱连通，高低设置的加剂管便于更好的投放药剂。
进一步的，所述加剂管与剂量箱内部连通，且加剂管与剂量箱之间安装有电磁阀门，便于通过电磁阀门控制加剂管的通断。
进一步的，所述加剂管由镂空端和管体组成，所述镂空端设置在管体的尾端上，所述管体的顶端连接连接头，利用镂空端排除絮凝剂。
进一步的，所述连接头安装在电磁阀门的出口处，便于连接管体。
进一步的，所述沉淀过滤箱内腔的底端设有底部斜坡，所述底部斜坡的倾斜方向由进水口低处向出水口高处倾斜，便于将污水中的泥沙进行沉淀。
进一步的，所述沉淀过滤箱内设有过滤栅网，所述过滤栅网设有多组，且过滤栅网并排平行设置，所述过滤栅网之间形成过滤隔腔，利用过滤栅网对污水进行过滤，以便将污水中漂浮物去除。
进一步的，所述底部斜坡的表面设有插接槽，所述过滤栅网的底端插接在插接槽内，所述沉淀过滤箱的进水口位于底部斜坡的低处上方，便于安装过滤栅网。
进一步的，所述输水管路的进水口处设有防堵塞结构，便于实现防堵塞效果。
进一步的，所述防堵塞结构包括过滤棉、外套帽、过滤网和套筒，所述套筒的顶端外壁与外套帽连接，且套筒外壁与外套帽之间形成螺纹连接槽，所述输水管路延伸的一端螺纹连接在螺纹连接槽中，所述过滤棉和过滤网置于套筒内，利用过滤棉和过滤网进行过滤，以便实现防堵塞的目的。
有益效果是：
1、本实用新型通过在沉淀过滤箱的底部设置底部斜坡，在底部斜坡的作用下，使得沉淀过滤箱底部形成沿着水流方向向上倾斜的底部，便于将污水中泥 沙在倾斜底部的作用下，实现更好的进行泥沙沉淀。
2、本实用新型通过沉淀过滤箱的底部斜坡上设置多组过滤栅网，并将过滤栅网的孔径由大到小设置，在多组过滤栅网的作用下，可将沉淀过滤箱分隔为多组过滤隔腔，使用时，在过滤栅网的作用下，可将污水中的漂浮物可大颗粒杂质进行过滤，进行多层过滤，使得过滤效果好。
3、本实用新型通过在输水管路的进水端处设置过滤棉、外套帽、过滤网和套筒组成的防堵塞结构，并将防堵塞结构可拆卸安装在输水管路上，使用时，可防止污水中的大颗粒物进入到输水管路中，有效防止大颗粒物对抽水泵产生危害，也便于实现再次过滤。
4、本实用新型通过在除絮箱内的剂量箱上设置多组加剂管，且将加剂管设置为长度由中心向周围递增的结构，使得投放絮凝剂时，可使得除絮箱内均匀深度内均有投放点，便于更好与污水接触反应。
附图说明
图1是整体结构示意图；
图2是沉淀过滤箱结构示意图；
图3是除絮箱结构示意图；
图4是防堵塞结构结构示意图；
图5是加剂管结构示意图。
图中：1、沉淀过滤箱；2、抽水泵A；3、输水管路；4、除絮箱；5、抽水泵B；6、生物反应箱；7、过滤隔腔；8、过滤栅网；9、底部斜坡；10、插接槽；11、防堵塞结构；12、箱盖；13、加剂管；14、电磁阀门；15、剂量箱；16、过滤棉；17、外套帽；18、螺纹连接槽；19、过滤网；20、套筒；21、连接头；22、镂空端；23、管体。
具体实施方式
请参阅图1-5，本实用新型提供以下技术方案：包括沉淀过滤箱1、除絮箱4和生物反应箱6，所述沉淀过滤箱1与除絮箱4之间通过输水管路3连接，所述除絮箱4和生物反应箱6之间也通过输水管路3连接，所述沉淀过滤箱1与除絮箱4之间的输水管路3上安装有抽水泵A2，所述除絮箱4和生物反应箱6之间的输水管路3上安装有抽水泵B5，所述除絮箱4的上端设有箱盖12，所述上安装有剂量箱15，所述剂量箱15位于除絮箱4内部的位置设有加剂管13。
优选的，所述加剂管13设有多组，且加剂管13均匀分布在剂量箱15的底面，所述剂量箱15的长度由中间向四周递减，所述剂量箱15与剂量箱15连通。
优选的，所述加剂管13与剂量箱15内部连通，且加剂管13与剂量箱15之间安装有电磁阀门14。
优选的，所述加剂管13由镂空端22和管体23组成，所述镂空端22设置在管体23的尾端上，所述管体23的顶端连接连接头21。
优选的，所述连接头21安装在电磁阀门14的出口处。
优选的，所述沉淀过滤箱1内腔的底端设有底部斜坡9，所述底部斜坡9的倾斜方向由进水口低处向出水口高处倾斜。
优选的，所述沉淀过滤箱1内设有过滤栅网8，所述过滤栅网8设有多组，且过滤栅网8并排平行设置，所述过滤栅网8之间形成过滤隔腔7。
优选的，所述底部斜坡9的表面设有插接槽10，所述过滤栅网8的底端插接在插接槽10内，所述沉淀过滤箱1的进水口位于底部斜坡9的低处上方。
优选的，所述输水管路3的进水口处设有防堵塞结构11。
优选的，所述防堵塞结构11包括过滤棉16、外套帽17、过滤网19和套筒20，所述套筒20的顶端外壁与外套帽17连接，且套筒20外壁与外套帽17之间形成螺纹连接槽18，所述输水管路3延伸的一端螺纹连接在螺纹连接槽18中，所述过滤棉16和过滤网19置于套筒20内。
需要说明的是，一种分层净化的废水处理装置，由于沉淀过滤箱1的底部设置底部斜坡9，使得沉淀过滤箱1的底端形成沿着水流方向向上倾斜的底部，并在底部斜坡9的插接槽10上插接用于过滤漂浮物的过滤栅网8，将过滤栅网8均匀排列，沉淀过滤箱1内腔在多组过滤栅网8的作用下，分隔为数组过滤隔腔7，由于过滤栅网8孔径由底部斜坡9低处向高处缩小，在使用时，污水最先进入到靠近底部斜坡9低处的过滤隔腔7中，然后依次流入到其他过滤隔腔7，在此过程中，可对污水中的漂浮物进行多层过滤净化，其中在底部斜坡9的作用下可更好的进行泥沙沉淀，沉淀过滤箱1内的污水在抽水泵A2的作用下，通过输水管路3输送到除絮箱4内，除絮箱4顶端的剂量箱15将内部的絮凝剂通过底端的加剂管13投放到除絮箱4内，与污水进行混合反应，由于加剂管13设置多组，且加剂管13采用长度由中心向周围递增的结构，可使得除絮箱4内均匀深度内均有投放点，便于更好与污水接触反应，经过除絮后的污水抽送到生物反应箱6中进行杀菌处理，其中通过在输水管路3的进水端处设置防堵塞结构11，并将防堵塞结构11上的螺纹连接槽18与输水管路3的延长部分螺纹连接，使得防堵塞结构11可拆卸，便于后期取出打理，使用时，利用防堵塞结构11内的过滤棉16和过滤网19对污水进行再次过滤和拦截，可防止污水中的大颗粒物进入到输水管路3中产生堵塞，也有效防止大颗粒物对抽水泵产生危害。

Claims (10)

  1. 一种分层净化的废水处理装置，包括沉淀过滤箱(1)、除絮箱(4)和生物反应箱(6)，其特征在于：所述沉淀过滤箱(1)与除絮箱(4)之间通过输水管路(3)连接，所述除絮箱(4)和生物反应箱(6)之间也通过输水管路(3)连接，所述沉淀过滤箱(1)与除絮箱(4)之间的输水管路(3)上安装有抽水泵A(2)，所述除絮箱(4)和生物反应箱(6)之间的输水管路(3)上安装有抽水泵B(5)，所述除絮箱(4)的上端设有箱盖(12)，所述上安装有剂量箱(15)，所述剂量箱(15)位于除絮箱(4)内部的位置设有加剂管(13)。
  2. 根据权利要求1所述的一种分层净化的废水处理装置，其特征在于：所述加剂管(13)设有多组，且加剂管(13)均匀分布在剂量箱(15)的底面，所述剂量箱(15)的长度由中间向四周递减，所述剂量箱(15)与剂量箱(15)连通。
  3. 根据权利要求1所述的一种分层净化的废水处理装置，其特征在于：所述加剂管(13)与剂量箱(15)内部连通，且加剂管(13)与剂量箱(15)之间安装有电磁阀门(14)。
  4. 根据权利要求1所述的一种分层净化的废水处理装置，其特征在于：所述加剂管(13)由镂空端(22)和管体(23)组成，所述镂空端(22)设置在管体(23)的尾端上，所述管体(23)的顶端连接连接头(21)。
  5. 根据权利要求4所述的一种分层净化的废水处理装置，其特征在于：所述连接头(21)安装在电磁阀门(14)的出口处。
  6. 根据权利要求1所述的一种分层净化的废水处理装置，其特征在于：所述沉淀过滤箱(1)内腔的底端设有底部斜坡(9)，所述底部斜坡(9)的倾斜方向由进水口低处向出水口高处倾斜。
  7. 根据权利要求1所述的一种分层净化的废水处理装置，其特征在于：所述沉淀过滤箱(1)内设有过滤栅网(8)，所述过滤栅网(8)设有多 组，且过滤栅网(8)并排平行设置，所述过滤栅网(8)之间形成过滤隔腔(7)。
  8. 根据权利要求7所述的一种分层净化的废水处理装置，其特征在于：所述底部斜坡(9)的表面设有插接槽(10)，所述过滤栅网(8)的底端插接在插接槽(10)内，所述沉淀过滤箱(1)的进水口位于底部斜坡(9)的低处上方。
  9. 根据权利要求1所述的一种分层净化的废水处理装置，其特征在于：所述输水管路(3)的进水口处设有防堵塞结构(11)。
  10. 根据权利要求9所述的一种分层净化的废水处理装置，其特征在于：所述防堵塞结构(11)包括过滤棉(16)、外套帽(17)、过滤网(19)和套筒(20)，所述套筒(20)的顶端外壁与外套帽(17)连接，且套筒(20)外壁与外套帽(17)之间形成螺纹连接槽(18)，所述输水管路(3)延伸的一端螺纹连接在螺纹连接槽(18)中，所述过滤棉(16)和过滤网(19)置于套筒(20)内。
PCT/CN2020/137806 2020-12-19 2020-12-19 一种分层净化的废水处理装置 WO2021083414A2 (zh)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PCT/CN2020/137806 WO2021083414A2 (zh) 2020-12-19 2020-12-19 一种分层净化的废水处理装置
DE212020000391.2U DE212020000391U1 (de) 2020-12-19 2020-12-19 Schichtreinigungs-Abwasserbehandlungsvorrichtung

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/CN2020/137806 WO2021083414A2 (zh) 2020-12-19 2020-12-19 一种分层净化的废水处理装置

Publications (2)

Publication Number Publication Date
WO2021083414A2 true WO2021083414A2 (zh) 2021-05-06
WO2021083414A3 WO2021083414A3 (zh) 2021-10-14

Family

ID=74873377

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2020/137806 WO2021083414A2 (zh) 2020-12-19 2020-12-19 一种分层净化的废水处理装置

Country Status (2)

Country Link
DE (1) DE212020000391U1 (zh)
WO (1) WO2021083414A2 (zh)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113264647A (zh) * 2021-07-02 2021-08-17 沈阳环境科学研究院 一种多级污水处理装置及方法
CN113880334A (zh) * 2021-11-08 2022-01-04 厦门海洋职业技术学院 一种具有杀菌消毒功能的养殖尾水处理装置
CN114275885A (zh) * 2021-12-10 2022-04-05 安徽安泰农业开发有限责任公司 一种用于废污处理的水解酸化反应池
CN114933373A (zh) * 2022-06-01 2022-08-23 中铁二局集团有限公司 一种隧道反坡排水近端泥水分离系统
CN117902790A (zh) * 2024-03-20 2024-04-19 河北省科学院地理科学研究所 一种集成式小型农村污水处理装置

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115771959B (zh) * 2022-11-28 2023-09-12 南京易自助网络科技有限公司 一种用于智能洗车机的废水处理循环系统及其处理方法

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206384984U (zh) * 2016-12-15 2017-08-08 河北泰盛科技有限公司 一种市政污水处理再利用装置
CN211255529U (zh) * 2019-11-28 2020-08-14 潍坊浩博节能科技有限公司 一种废水处理池
CN212097197U (zh) * 2019-11-30 2020-12-08 南通升祥盈纺织品有限公司 一种记忆棉枕头生产用发泡剂添加装置

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113264647A (zh) * 2021-07-02 2021-08-17 沈阳环境科学研究院 一种多级污水处理装置及方法
CN113880334A (zh) * 2021-11-08 2022-01-04 厦门海洋职业技术学院 一种具有杀菌消毒功能的养殖尾水处理装置
CN114275885A (zh) * 2021-12-10 2022-04-05 安徽安泰农业开发有限责任公司 一种用于废污处理的水解酸化反应池
CN114275885B (zh) * 2021-12-10 2023-07-18 安徽安泰农业开发有限责任公司 一种用于废污处理的水解酸化反应池
CN114933373A (zh) * 2022-06-01 2022-08-23 中铁二局集团有限公司 一种隧道反坡排水近端泥水分离系统
CN117902790A (zh) * 2024-03-20 2024-04-19 河北省科学院地理科学研究所 一种集成式小型农村污水处理装置
CN117902790B (zh) * 2024-03-20 2024-05-31 河北省科学院地理科学研究所 一种集成式小型农村污水处理装置

Also Published As

Publication number Publication date
DE212020000391U1 (de) 2021-02-18
WO2021083414A3 (zh) 2021-10-14

Similar Documents

Publication Publication Date Title
WO2021083414A2 (zh) 一种分层净化的废水处理装置
CN204779191U (zh) 一种化工废水处理装置
CN204661514U (zh) 一种化工废水循环利用装置
CN204619534U (zh) 污水过滤器
CN206814576U (zh) 一种污水处理系统
WO2022204826A1 (zh) 一种生物反应器污水处理装置
CN101462016B (zh) 污泥回流式沉淀污泥泥渣层滤池
CN210176661U (zh) 一种生活饮用水净化装置
CN207047063U (zh) 一种污水处理装置
CN201842736U (zh) 生活污水循环净化处理装置
CN207699385U (zh) 一种节能型生化污水废弃杀菌循环处理装置
CN206184204U (zh) 一种有毒气体输出系统
CN206408056U (zh) 一种生活废水循环处理设备
CN220201666U (zh) 一种人工湿地生活污水处理装置
CN205528312U (zh) 一种一体化处理设备
CN213977351U (zh) 一种节能型污水处理系统
CN213085705U (zh) 一种造纸污水净化装置
CN212800061U (zh) 一种提高净水效率的染色污水处理设备
CN213266177U (zh) 一种污水循环利用装置
CN213327115U (zh) 一种畜牧业用污水处理装置
CN204837569U (zh) 一种自动循环式鱼缸系统
CN214735225U (zh) 一种集约化水产养殖尾水的处理系统
CN214781304U (zh) 一种高效防垢的水处理装置
CN209853939U (zh) 一种单体户用型生态净化罐
CN220564452U (zh) 一种饮用水净化装置

Legal Events

Date Code Title Description
32PN Ep: public notification in the ep bulletin as address of the adressee cannot be established

Free format text: NOTING OF LOSS OF RIGHTS PURSUANT TO RULE 112(1) EPC (EPO FORM 1205 DATED 09.08.2023)