WO2018032809A1 - River/lake/stream polluted sediment treated mud pipeline concentrator - Google Patents
River/lake/stream polluted sediment treated mud pipeline concentrator Download PDFInfo
- Publication number
- WO2018032809A1 WO2018032809A1 PCT/CN2017/083613 CN2017083613W WO2018032809A1 WO 2018032809 A1 WO2018032809 A1 WO 2018032809A1 CN 2017083613 W CN2017083613 W CN 2017083613W WO 2018032809 A1 WO2018032809 A1 WO 2018032809A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- mud
- pipe body
- spiral
- river
- pipe
- Prior art date
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
- C02F11/121—Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/007—Contaminated open waterways, rivers, lakes or ponds
Definitions
- the invention belongs to the technical field of sludge treatment, and particularly relates to a concentrating device for treating mud pipelines in rivers and lakes.
- the mud is conditioned and tempered, and the mud after the conditioning is transferred to the separation system of the plate and frame filter press to separate the mud and water, and the mud is deeply dehydrated by the plate and frame plate and frame filter to form a hard plastic mud cake. Finally, the harmless disposal of river sediments and the recycling of resources will be realized.
- the present technology has the following technical problems: Since the mud after the conditioning is directly transported to the plate and frame filter press for mechanical dewatering, the mud water conveyed by the pipe has a high water content, which is not conducive to the subsequent treatment of the mud, The cost of subsequent processing of the mud is high.
- the main object of the present invention is to provide a concentrating device for treating mud pipelines in rivers and lakes, which is intended to solve the problem that the pipelines cannot achieve the reduction of the water content of the mud and the high processing cost of the mud in the conventional dewatering treatment technology.
- a river lake rushing sediment sludge treatment mud concentrating device comprising: [0006] a pipe body, a spiral body disposed in the pipe body, and a power device connected to the spiral body;
- the pipe body includes a first pipe body and a second pipe body which are sequentially connected from the inside to the outside, the first pipe body is provided with a filter hole, and the first pipe body and the second pipe body are a filtering chamber is disposed between the second tube body and a water filtering port communicating with the filtering chamber;
- the spiral body is driven by the power device to rotate in the first pipe body such that the spiral body scrapes off the filtered mud cake adsorbed on the inner wall of the first pipe body, and The scraped mud cake is conveyed from the feed port to the slurry outlet.
- the spiral body includes a shaftless spiral blade, and the shaftless spiral blade is distributed on the spiral body in a uniform equidistant spiral shape.
- the first pipe body is configured as a hose, and the plurality of filter holes are evenly distributed on the hose.
- an inner surface of the second pipe body is provided with a support rib for supporting the first pipe body.
- the support rib is formed in a spiral shape, and the support rib of the spiral shape divides the filter chamber into a spiral filter passage; the filter passage communicates with the water filter.
- the feed port is connected with a slurry feed pipe, and the other end of the feed pipe is provided with a mud pump for pumping mud into the first pipe body.
- the power unit includes a motor and a speed reducer connected to the motor.
- one end of the pipe body is fixed on a base, and the spiral body and the power device are respectively connected to the base.
- the power device further includes a differential connected to the base.
- the water filter port is connected with a water return pipe for recovering filtered water.
- the first tube body is provided by the first tube body, and the first tube body acts as a filter for the mud, and the filtered water is discharged through the filter water nozzle; the mud filtered by the first tube body is adsorbed on the first tube body.
- a mud cake is formed on the inner wall, and then a spiral body is arranged, and the spiral body is driven by the power device to rotate in the first pipe body, the spiral body scrapes off the mud cake during the rotation process, and the scraped mud cake is conveyed from the feed port to the outlet.
- the slurry mouth and the spiral body provided ensure the water passing capacity and water permeability of the first pipe body, and the mud cake with poor fluidity is output to the pipe body.
- the invention adopts the structure of the pipe body and the spiral body, and passes the mud before the subsequent processing of the mud
- the separation of mud and water is realized in the pipe body, and a large amount of water in the mud is removed, thereby further reducing the water content of the mud.
- By gradually increasing the concentration of the mud it is convenient to carry out subsequent treatment on the mud, thereby reducing the cost of subsequent treatment of the mud.
- FIG. 1 is a schematic view showing the structure of a concentrating device for a mud-fluid-soiled sediment-treated mud pipeline provided by an embodiment of the present invention.
- the present invention provides a concentrating device for treating mud pipelines in rivers and lakes, which realizes mud water separation in the pipelines, removes a large amount of water in the mud, thereby significantly reducing the water content of the mud, and facilitating subsequent treatment of the mud. , thereby reducing the cost of subsequent processing of the mud.
- the river lake urgency sewage sludge treatment mud concentrating device comprises: a pipe body 1, a spiral body 2 placed in the pipe body 1, and a power device 3 connected to the spiral body 2; One end is provided with a slurry inlet port 14 and the other end is provided with a slurry outlet port 15; the pipe body 1 includes a first pipe body 11 and a second pipe body 12 connected in series from the inside to the outside, and the first pipe body 11 is provided with a filter hole.
- a filter chamber 13 is disposed between the first pipe body 11 and the second pipe body 12, and the second pipe body 12 is provided with a water filter port 122 communicating with the filter chamber 13; the spiral body 2 is driven by the power unit 3, The inside of the pipe body 11 is rotated so that the spiral body 2 scrapes off the filtered mud cake adsorbed on the inner wall of the first pipe body 11, and the scraped mud cake is conveyed from the slurry inlet port 14 to the slurry discharge port 15.
- the first pipe body 11 is configured to filter the mud through the first pipe body 11, and the filtered water is discharged through the filtering water port 122; the mud adsorption after being filtered by the first pipe body 11 A mud cake is formed on the inner wall of the first pipe body 11, and then the spiral body 2 is driven by the power unit 3 to rotate in the first pipe body 11 by the spiral body 2, and the screw body 2 scrapes off the mud cake during the rotation, and The scraped mud cake is conveyed from the slurry inlet 14 to the slurry outlet 15, and the spiral body 2 is provided to further ensure the water passing capacity and water permeability of the first pipe body 11, and the mud cake output pipe with poor fluidity is also provided.
- Body 1 is configured to filter the mud through the first pipe body 11, and the filtered water is discharged through the filtering water port 122; the mud adsorption after being filtered by the first pipe body 11 A mud cake is formed on the inner wall of the first pipe body 11, and then the spiral body 2 is driven by
- the mud water separation in the pipe body 1 is realized before the mud is subjected to the subsequent treatment, thereby removing a large amount of water in the mud, thereby significantly reducing the water content of the mud, and gradually improving
- the concentration of the mud facilitates subsequent processing of the mud, thereby reducing the cost of subsequent processing of the slurry.
- the spiral body 2 includes a shaftless spiral blade, and the shaftless spiral blade is distributed on the spiral body 2 in a uniformly equidistant spiral shape.
- the shaftless helical blade is coupled to the power unit 3 via a drive shaft.
- the screw cake is driven by the spiral rotation of the shaftless spiral blade. Because the shaftless spiral blade is provided, the mud cake is not easy to block, so it can run at a lower speed, smooth transmission, reduce energy consumption, and the shaftless spiral blade is not easy to appear mud cake. Backlog.
- the first pipe body 11 is provided as a hose.
- a plurality of filter holes are evenly distributed on the hose.
- the hose can be set as a metal hose or a corrugated hose, or other hoses can be provided for filtering.
- a filter hole is provided on the hose, and the filter hole of the hose is preferably used in soft The way the tube is integrally formed.
- the inner surface of the second pipe body 12 is provided with support ribs 121 for supporting the first pipe body 11.
- the supporting ribs 121 help to strengthen the pressure bearing capacity of the hose. It is worth noting that the filtering chamber 13 is between the supporting rib 121 and the first pipe body 11, and may also be expressed as the supporting rib 121 and the first pipe. A gap is reserved between the bodies 11 so that the filtered water collects through the filter chamber 13 between the hose and the second tube 12 to the water filter port 122.
- the support rib 121 may be formed in a spiral shape, and the spiral support rib 121 divides the filter chamber 13 into a spiral filter passage; the filter passage communicates with the water filter port 122.
- the first pipe body 11 and the second pipe body 12 can be tightly connected by the spiral support ribs 12 1 , so that the support ribs 121 can well support the same body of the first pipe body 11 and help guide the filtered water. It circulates and is discharged from the water filter port 122.
- the feed port 14 is connected with a slurry feed pipe 6, and the other end of the feed pipe 6 is provided with a mud pump
- the mud pump 7 is inserted into the first pipe body 11. The mud is conveniently pumped into the first tube 11 by a mud pump.
- the power unit 3 includes a motor 31 and a speed reducer 32 connected to the motor 31.
- one end of the pipe body 1 is fixed to a base 5, and the spiral body 2 and the power unit 3 are respectively connected to the base 5.
- the base 5 is arranged to facilitate the fixing of the pipe body 1, to enhance the stability of the connection of the pipe body 1, and to facilitate connection with the power unit 3, so that the power unit 3 powers the spiral body 2.
- the power unit 3 further includes a differential 33 connected to the base 5.
- the differential 33 is coupled to the base 5 via a shaft.
- the differential 33 allows the motor 31 to better power the spiral 2.
- the functions of the motor 31, the reducer 32, and the differential 33 can be implemented using conventional conventional techniques.
- the power unit 3 can adopt other conventional technical means as long as it can supply power to the spiral body 2, and the power unit 3 is used to drive the spiral body 2 to rotate in the first tube body 11, so that the spiral body 2 can be made.
- the filtered mud cake adsorbed on the inner wall of the first pipe body 11 is scraped off and the scraped mud cake is conveyed from the slurry inlet port 14 to the slurry discharge port 15.
- the mud pump 7, the motor 31 and the speed reducer 32 are disposed at one end of the slurry feed pipe 6 away from the pipe body 1, and the differential 33 is disposed at the other end of the pipe body 1 remote from the base 5.
- the water filter port 122 is connected to a water return pipe 4 for recovering filtered water.
- a water return pipe 4 for recovering filtered water.
- the slurry enters the first pipe body 11 through the slurry feed pipe 6, and after being filtered by the first pipe body 11, the filtered water is discharged through the filter water port 122.
- the mud adsorbed on the inner wall of the first pipe body 11 forms a mud cake
- the motor 31 drives the speed reducer 31, and the speed reducer 32 drives the shaftless spiral blade, and the shaftless spiral blade scrapes the mud cake during the rotation, and will scrape
- the removed mud cake is conveyed from the feed port 14 to the slurry outlet 15.
- the mud after the conditioning of the conditioning tank is filtered by the pump to the separation system of the plate and frame filter press to perform the mud-water separation, and the concentrated sediment-removing mud pipeline concentrating device of the river lake is provided.
- the mud is then sent to a plate and frame filter press for mechanical dewatering.
- the invention realizes the separation of mud and water by improving the pipeline, and can obviously reduce the water content of the mud, thereby facilitating the subsequent treatment of the mud and reducing the cost of subsequent treatment of the mud.
- the river lake rushing sewage sludge treatment mud concentrating device of the technical scheme of the invention can also be used in other pipelines to reduce the water content of the mud, which is beneficial to the subsequent treatment of the mud.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Treatment Of Sludge (AREA)
- Filtration Of Liquid (AREA)
Abstract
A river/lake/stream polluted sediment treated mud pipeline concentrator, comprising a pipe body (1), a helical body (2), and a power unit (3); one end of the pipe body (1) is provided with a mud inlet (14), and the other end thereof is provided with a mud outlet (15); the pipe body (1) comprises a first pipe body (11) and a second pipe body (12) which are sequentially connected from inside to outside; the first pipe body (11) is provided with filter holes; a filter chamber (13) is provided between the first pipe body (11) and the second pipe body (12); the second pipe body (12) is provided with a water outlet (122); and the helical body (2) is driven by the power unit (3) to rotate in the first pipe body (11), so that the helical body (2) can scrape mud cakes adsorbed on an inner wall of the first pipe body (11) and deliver the scraped mud cakes from the mud inlet (14) to the mud outlet (15). The concentrator can obviously reduce the water content of the mud.
Description
发明名称:河湖泊涌污染底泥处理泥浆管道浓缩装置 技术领域 Name of the invention: Concentrated device for mud and pipe treatment of river and lake sediments
[0001] 本发明属于污泥处理技术领域, 特别涉及一种河湖泊涌污染底泥处理泥浆管道 浓缩装置。 [0001] The invention belongs to the technical field of sludge treatment, and particularly relates to a concentrating device for treating mud pipelines in rivers and lakes.
背景技术 Background technique
[0002] 我国当前河湖泊涌的底泥污染是亟待解决的一个环境问题, 底泥污染加剧主要 是人为因素造成的, 污染物通过大气沉降、 废水排放、 雨水淋溶与冲刷进入水 体, 大量难降解污染物相当一部分积累在水体底泥中并逐新富集, 溶解于水中 的污染物浓度在很大程度上受到底泥的影响。 因此, 污染底泥的治理已刻不容 缓, 势在必行。 目前, 在对河湖泊涌污染底泥进行治理的过程中, 往往需要对 泥浆进行调理改性后再进行脱水处理, 具体地, 经初步浓缩后的泥浆由小型绞 吸船输送至泥浆调理车间并对泥浆进行调理、 调质, 调理完成后的泥浆再经过 管道输送至板框压滤机的分离系统进行泥水分离, 泥浆经板框式板框压滤机深 度脱水后形成硬塑状泥饼, 最终实现河道底泥的无害化处置和资源再生利用。 [0002] The current sediment pollution of rivers and lakes in China is an environmental problem that needs to be solved urgently. The increase of sediment pollution is mainly caused by human factors. Pollutants are difficult to pass through atmospheric deposition, wastewater discharge, rainwater leaching and scouring into water bodies. A considerable part of the degraded pollutants accumulate in the sediment of the water body and are newly enriched. The concentration of pollutants dissolved in the water is largely affected by the sediment. Therefore, the management of contaminated sediments has become an imperative and imperative. At present, in the process of treating the polluted sediments of rivers and lakes, it is often necessary to carry out conditioning treatment on the mud before dewatering. Specifically, the initially concentrated mud is transported from the small cutter to the mud conditioning plant. The mud is conditioned and tempered, and the mud after the conditioning is transferred to the separation system of the plate and frame filter press to separate the mud and water, and the mud is deeply dehydrated by the plate and frame plate and frame filter to form a hard plastic mud cake. Finally, the harmless disposal of river sediments and the recycling of resources will be realized.
[0003] 然而, 现在技术存在如下技术问题: 由于调理完成后的泥浆直接通过管道输送 至板框压滤机进行机械脱水, 经管道输送的泥浆含水量较高, 不利于泥浆的后 续处理, 对泥浆进行后续处理的成本高。 [0003] However, the present technology has the following technical problems: Since the mud after the conditioning is directly transported to the plate and frame filter press for mechanical dewatering, the mud water conveyed by the pipe has a high water content, which is not conducive to the subsequent treatment of the mud, The cost of subsequent processing of the mud is high.
技术问题 technical problem
[0004] 本发明的主要目的在于提供一种河湖泊涌污染底泥处理泥浆管道浓缩装置, 旨 在解决传统脱水处理技术中管道无法实现降低泥浆的含水量, 泥浆后续处理成 本高的问题。 [0004] The main object of the present invention is to provide a concentrating device for treating mud pipelines in rivers and lakes, which is intended to solve the problem that the pipelines cannot achieve the reduction of the water content of the mud and the high processing cost of the mud in the conventional dewatering treatment technology.
问题的解决方案 Problem solution
技术解决方案 Technical solution
[0005] 本发明是这样实现的, 一种河湖泊涌污染底泥处理泥浆管道浓缩装置, 包括: [0006] 管体、 置于所述管体内的螺旋体以及与所述螺旋体连接的动力装置; [0005] The present invention is achieved by the present invention, a river lake rushing sediment sludge treatment mud concentrating device, comprising: [0006] a pipe body, a spiral body disposed in the pipe body, and a power device connected to the spiral body;
[0007] 所述管体的一端设有进浆口, 另一端设有出浆口;
[0008] 所述管体包括由内至外依次相连的第一管体和第二管体, 所述第一管体设有过 滤孔, 所述第一管体与所述第二管体之间设有过滤腔室, 所述第二管体上设有 与所述过滤腔室连通的滤水口; [0007] one end of the pipe body is provided with a slurry inlet, and the other end is provided with a slurry outlet; [0008] The pipe body includes a first pipe body and a second pipe body which are sequentially connected from the inside to the outside, the first pipe body is provided with a filter hole, and the first pipe body and the second pipe body are a filtering chamber is disposed between the second tube body and a water filtering port communicating with the filtering chamber;
[0009] 所述螺旋体, 由所述动力装置驱动, 在所述第一管体内转动, 以使得所述螺旋 体刮除吸附在所述第一管体的内壁上的经过滤形成的泥饼, 并将刮除的泥饼从 所述进浆口输送至所述出浆口。 [0009] the spiral body is driven by the power device to rotate in the first pipe body such that the spiral body scrapes off the filtered mud cake adsorbed on the inner wall of the first pipe body, and The scraped mud cake is conveyed from the feed port to the slurry outlet.
[0010] 作为本发明的优选技术方案: [0010] As a preferred technical solution of the present invention:
[0011] 进一步地, 所述螺旋体包括无轴螺旋叶片, 所述无轴螺旋叶片呈均匀等距的螺 旋状分布于所述螺旋体上。 [0011] Further, the spiral body includes a shaftless spiral blade, and the shaftless spiral blade is distributed on the spiral body in a uniform equidistant spiral shape.
[0012] 进一步地, 所述第一管体设为软管, 所述软管上均匀分布多个的所述过滤孔。 [0012] Further, the first pipe body is configured as a hose, and the plurality of filter holes are evenly distributed on the hose.
[0013] 进一步地, 所述第二管体的内表面设有用于支撑所述第一管体的支撑肋。 [0013] Further, an inner surface of the second pipe body is provided with a support rib for supporting the first pipe body.
[0014] 进一步地, 所述支撑肋设为螺旋形, 螺旋形的所述支撑肋将所述过滤腔室分隔 成螺旋形的过滤通道; 所述过滤通道连通所述滤水口。 [0014] Further, the support rib is formed in a spiral shape, and the support rib of the spiral shape divides the filter chamber into a spiral filter passage; the filter passage communicates with the water filter.
[0015] 进一步地, 所述进浆口连接有进浆管道, 所述进浆管道的另一端设有用于将泥 浆泵入所述第一管体内的泥浆泵。 [0015] Further, the feed port is connected with a slurry feed pipe, and the other end of the feed pipe is provided with a mud pump for pumping mud into the first pipe body.
[0016] 进一步地, 所述动力装置包括电机以及与所述电机连接的减速机。 [0016] Further, the power unit includes a motor and a speed reducer connected to the motor.
[0017] 进一步地, 所述管体的一端固定于一底座上, 所述螺旋体、 动力装置分别与所 述底座相连。 [0017] Further, one end of the pipe body is fixed on a base, and the spiral body and the power device are respectively connected to the base.
[0018] 进一步地, 所述动力装置还包括与所述底座相连的差速器。 [0018] Further, the power device further includes a differential connected to the base.
[0019] 进一步地, 所述滤水口连接有用于回收过滤水的回水管。 [0019] Further, the water filter port is connected with a water return pipe for recovering filtered water.
发明的有益效果 Advantageous effects of the invention
有益效果 Beneficial effect
[0020] 本发明通过设置的第一管体, 第一管体对泥浆起到过滤的作用, 过滤后的水经 过滤水口排出; 经第一管体过滤后的泥浆吸附在第一管体的内壁上形成泥饼, 再通过设置的螺旋体, 螺旋体由动力装置驱动在第一管体内转动, 螺旋体在转 动的过程中将泥饼刮除, 并将刮除的泥饼由进浆口输送至出浆口, 设置的螺旋 体保证了第一管体的过水能力和透水能力, 同吋将流动性较差的泥饼输出管体 。 本发明通过设置的管体以及螺旋体的结构, 在进行泥浆后续处理前, 通过在
管体中实现泥水分离, 除去泥浆中大量的水份, 进而明显降低泥浆的含水量, 通过逐步提高泥浆的浓度, 方便对泥浆进行后续处理, 从而降低了泥浆后续处 理的成本。 [0020] The first tube body is provided by the first tube body, and the first tube body acts as a filter for the mud, and the filtered water is discharged through the filter water nozzle; the mud filtered by the first tube body is adsorbed on the first tube body. A mud cake is formed on the inner wall, and then a spiral body is arranged, and the spiral body is driven by the power device to rotate in the first pipe body, the spiral body scrapes off the mud cake during the rotation process, and the scraped mud cake is conveyed from the feed port to the outlet. The slurry mouth and the spiral body provided ensure the water passing capacity and water permeability of the first pipe body, and the mud cake with poor fluidity is output to the pipe body. The invention adopts the structure of the pipe body and the spiral body, and passes the mud before the subsequent processing of the mud The separation of mud and water is realized in the pipe body, and a large amount of water in the mud is removed, thereby further reducing the water content of the mud. By gradually increasing the concentration of the mud, it is convenient to carry out subsequent treatment on the mud, thereby reducing the cost of subsequent treatment of the mud.
对附图的简要说明 Brief description of the drawing
附图说明 DRAWINGS
[0021] 图 1是本发明实施例提供的河湖泊涌污染底泥处理泥浆管道浓缩装置的结构示 意图。 BRIEF DESCRIPTION OF THE DRAWINGS [0021] FIG. 1 is a schematic view showing the structure of a concentrating device for a mud-fluid-soiled sediment-treated mud pipeline provided by an embodiment of the present invention.
[0022] 图中: 1-管体, 11-第一管体, 12-第二管体, 121-支撑肋, 122-滤水口, 13-过 滤腔室, 14-进浆口, 15-出浆口, 2-螺旋体, 3-动力装置, 31-电机, 32-减速机 , 33-差速器, 4-回水管, 5-底座, 6-进浆管道, 7-泥浆泵。 [0022] In the drawings: 1-tube body, 11-first tube body, 12-second tube body, 121-support rib, 122-water filter port, 13-filter chamber, 14-feed port, 15-out Slurry, 2-spiral, 3-power unit, 31-motor, 32-reducer, 33-differential, 4-back pipe, 5-base, 6-feed line, 7-mud pump.
本发明的实施方式 Embodiments of the invention
[0023] 为了使本发明的目的、 技术方案及优点更加清楚明白, 以下结合附图及实施例 , 对本发明进行进一步详细说明。 应当理解, 此处所描述的具体实施例仅仅用 以解释本发明, 并不用于限定本发明。 The present invention will be further described in detail below with reference to the accompanying drawings and embodiments. It is understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
[0024] 需要说明的是, 当元件被称为 "固定于"或"设置于"另一个元件, 它可以直接在 另一个元件上或者间接在该另一个元件上。 当一个元件被称为"连接于 "另一个元 件, 它可以是直接连接到另一个元件或间接连接至该另一个元件。 [0024] It is to be noted that when an element is referred to as being "fixed" or "in" another element, it may be directly on the other element or indirectly. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or indirectly connected to the other element.
[0025] 本发明提供一种河湖泊涌污染底泥处理泥浆管道浓缩装置, 通过在管道中实现 泥水分离, 除去泥浆中大量的水份, 进而明显降低泥浆的含水量, 方便对泥浆 进行后续处理, 从而降低了泥浆后续处理的成本。 [0025] The present invention provides a concentrating device for treating mud pipelines in rivers and lakes, which realizes mud water separation in the pipelines, removes a large amount of water in the mud, thereby significantly reducing the water content of the mud, and facilitating subsequent treatment of the mud. , thereby reducing the cost of subsequent processing of the mud.
[0026] 请参阅附图 1, 该河湖泊涌污染底泥处理泥浆管道浓缩装置包括: 管体 1、 置于 管体 1内的螺旋体 2以及与螺旋体 2连接的动力装置 3; 管体 1的一端设有进浆口 14 , 另一端设有出浆口 15; 管体 1包括由内至外依次相连的第一管体 11和第二管体 12, 第一管体 11设有过滤孔, 第一管体 11与第二管体 12之间设有过滤腔室 13, 第二管体 12上设有与过滤腔室 13连通的滤水口 122; 螺旋体 2, 由动力装置 3驱动 , 在第一管体 11内转动, 以使得螺旋体 2刮除吸附在第一管体 11的内壁上的经过 滤形成的泥饼, 并将刮除的泥饼从进浆口 14输送至出浆口 15。
[0027] 本发明实施例通过设置的第一管体 11, 第一管体 11对泥浆起到过滤的作用, 过 滤后的水经过滤水口 122排出; 经第一管体 11过滤后的泥浆吸附在第一管体 11的 内壁上形成泥饼, 再通过设置的螺旋体 2, 螺旋体 2由动力装置 3驱动在第一管体 11内转动, 螺旋体 2在转动的过程中将泥饼刮除, 并将刮除的泥饼由进浆口 14输 送至出浆口 15, 设置的螺旋体 2进一步保证了第一管体 11的过水能力和透水能力 , 同吋将流动性较差的泥饼输出管体 1。 本发明通过设置的管体 1以及螺旋体 2的 结构, 在进行泥浆后续处理前, 通过在管体 1中实现泥水分离, 除去泥浆中大量 的水份, 进而明显降低泥浆的含水量, 通过逐步提高泥浆的浓度, 方便对泥浆 进行后续处理, 从而降低了泥浆后续处理的成本。 [0026] Referring to FIG. 1, the river lake urgency sewage sludge treatment mud concentrating device comprises: a pipe body 1, a spiral body 2 placed in the pipe body 1, and a power device 3 connected to the spiral body 2; One end is provided with a slurry inlet port 14 and the other end is provided with a slurry outlet port 15; the pipe body 1 includes a first pipe body 11 and a second pipe body 12 connected in series from the inside to the outside, and the first pipe body 11 is provided with a filter hole. A filter chamber 13 is disposed between the first pipe body 11 and the second pipe body 12, and the second pipe body 12 is provided with a water filter port 122 communicating with the filter chamber 13; the spiral body 2 is driven by the power unit 3, The inside of the pipe body 11 is rotated so that the spiral body 2 scrapes off the filtered mud cake adsorbed on the inner wall of the first pipe body 11, and the scraped mud cake is conveyed from the slurry inlet port 14 to the slurry discharge port 15. [0027] In the embodiment of the present invention, the first pipe body 11 is configured to filter the mud through the first pipe body 11, and the filtered water is discharged through the filtering water port 122; the mud adsorption after being filtered by the first pipe body 11 A mud cake is formed on the inner wall of the first pipe body 11, and then the spiral body 2 is driven by the power unit 3 to rotate in the first pipe body 11 by the spiral body 2, and the screw body 2 scrapes off the mud cake during the rotation, and The scraped mud cake is conveyed from the slurry inlet 14 to the slurry outlet 15, and the spiral body 2 is provided to further ensure the water passing capacity and water permeability of the first pipe body 11, and the mud cake output pipe with poor fluidity is also provided. Body 1. According to the structure of the pipe body 1 and the spiral body 2, the mud water separation in the pipe body 1 is realized before the mud is subjected to the subsequent treatment, thereby removing a large amount of water in the mud, thereby significantly reducing the water content of the mud, and gradually improving The concentration of the mud facilitates subsequent processing of the mud, thereby reducing the cost of subsequent processing of the slurry.
[0028] 优选地, 螺旋体 2包括无轴螺旋叶片, 无轴螺旋叶片呈均匀等距的螺旋状分布 于螺旋体 2上。 具体地, 无轴螺旋叶片通过驱动轴连接于动力装置 3上。 通过无 轴螺旋叶片的螺旋旋转推动泥饼的输送, 由于设置无轴螺旋叶片, 泥饼不易堵 塞, 因而可以较低速度运转, 平稳传动, 降低能耗, 且设置无轴螺旋叶片不易 出现泥饼的积压。 [0028] Preferably, the spiral body 2 includes a shaftless spiral blade, and the shaftless spiral blade is distributed on the spiral body 2 in a uniformly equidistant spiral shape. Specifically, the shaftless helical blade is coupled to the power unit 3 via a drive shaft. The screw cake is driven by the spiral rotation of the shaftless spiral blade. Because the shaftless spiral blade is provided, the mud cake is not easy to block, so it can run at a lower speed, smooth transmission, reduce energy consumption, and the shaftless spiral blade is not easy to appear mud cake. Backlog.
[0029] 优选地, 第一管体 11设为软管。 软管上均匀分布多个的过滤孔。 值得说明的是 , 软管可以设置为金属软管、 波纹软管, 也可以设置其他可起到过滤作用的软 管, 具体地, 软管上设置过滤孔, 软管的过滤孔优选采用在软管上一体成型的 方式。 通过设置软管在使用的过程中有较好的耐腐蚀性能, 且软管具有柔软性 、 伸缩性、 挠性好的特点, 使用灵活, 还有助于减震和消音。 进一步地, 第二 管体 12的内表面设有用于支撑第一管体 11的支撑肋 121。 支撑肋 121有助于加强 软管承压能力, 值得说明的是, 支撑肋 121与第一管体 11之间为过滤腔室 13, 此 夕卜, 也可以表述为支撑肋 121与第一管体 11间预留有空隙, 使得过滤水经软管与 第二管体 12间的过滤腔室 13汇集到滤水口 122。 [0029] Preferably, the first pipe body 11 is provided as a hose. A plurality of filter holes are evenly distributed on the hose. It is worth noting that the hose can be set as a metal hose or a corrugated hose, or other hoses can be provided for filtering. Specifically, a filter hole is provided on the hose, and the filter hole of the hose is preferably used in soft The way the tube is integrally formed. By setting the hose to have better corrosion resistance during use, and the hose has the characteristics of flexibility, flexibility, flexibility, and flexibility, it also helps to absorb and silence sound. Further, the inner surface of the second pipe body 12 is provided with support ribs 121 for supporting the first pipe body 11. The supporting ribs 121 help to strengthen the pressure bearing capacity of the hose. It is worth noting that the filtering chamber 13 is between the supporting rib 121 and the first pipe body 11, and may also be expressed as the supporting rib 121 and the first pipe. A gap is reserved between the bodies 11 so that the filtered water collects through the filter chamber 13 between the hose and the second tube 12 to the water filter port 122.
[0030] 进一步地, 支撑肋 121可以设为螺旋形, 螺旋形的支撑肋 121将过滤腔室 13分隔 成螺旋形的过滤通道; 过滤通道连通滤水口 122。 通过设置的螺旋形的支撑肋 12 1, 可以将第一管体 11与第二管体 12紧密连接, 使得支撑肋 121很好地支撑第一 管体 11的同吋, 有助于引导过滤水流通并从滤水口 122排出。 Further, the support rib 121 may be formed in a spiral shape, and the spiral support rib 121 divides the filter chamber 13 into a spiral filter passage; the filter passage communicates with the water filter port 122. The first pipe body 11 and the second pipe body 12 can be tightly connected by the spiral support ribs 12 1 , so that the support ribs 121 can well support the same body of the first pipe body 11 and help guide the filtered water. It circulates and is discharged from the water filter port 122.
[0031] 进一步地, 进浆口 14连接有进浆管道 6, 进浆管道 6的另一端设有用于将泥浆泵
入第一管体 11内的泥浆泵 7。 通过泥浆泵方便地泥浆泵入第一管体 11内。 [0031] Further, the feed port 14 is connected with a slurry feed pipe 6, and the other end of the feed pipe 6 is provided with a mud pump The mud pump 7 is inserted into the first pipe body 11. The mud is conveniently pumped into the first tube 11 by a mud pump.
[0032] 具体地, 动力装置 3包括电机 31以及与电机 31连接的减速机 32。 通过电机 31和 减速机 32组成的动力装置 3驱动螺旋体 2旋转。 [0032] Specifically, the power unit 3 includes a motor 31 and a speed reducer 32 connected to the motor 31. The power unit 3, which is composed of the motor 31 and the speed reducer 32, drives the screw 2 to rotate.
[0033] 进一步地, 管体 1的一端固定于一底座 5上, 螺旋体 2、 动力装置 3分别与底座 5 相连。 设置底座 5便于将管体 1固定, 增强管体 1连接的稳固性, 同吋, 还便于与 动力装置 3连接, 使得动力装置 3为螺旋体 2提供动力。 Further, one end of the pipe body 1 is fixed to a base 5, and the spiral body 2 and the power unit 3 are respectively connected to the base 5. The base 5 is arranged to facilitate the fixing of the pipe body 1, to enhance the stability of the connection of the pipe body 1, and to facilitate connection with the power unit 3, so that the power unit 3 powers the spiral body 2.
[0034] 进一步地, 动力装置 3还包括与底座 5相连的差速器 33。 具体地, 差速器 33通过 轴与底座 5相连。 差速器 33使得电机 31更好地为螺旋体 2提供动力。 值得说明的 是, 电机 31、 减速机 32以及差速器 33功能的实现可采用现有常规技术。 动力装 置 3除了设置前述结构, 还可以采用现有其他的常规技术手段, 只要能为螺旋体 2提供动力即可, 动力装置 3用以驱动螺旋体 2在第一管体 11内转动, 可以使得螺 旋体 2刮除吸附在第一管体 11的内壁上的经过滤形成的泥饼并将刮除的泥饼从进 浆口 14输送至出浆口 15。 本实施例中, 泥浆泵 7、 电机 31与减速机 32设置在进浆 管道 6上远离管体 1的一端, 差速器 33设置在远离底座 5的管体 1的另一端。 Further, the power unit 3 further includes a differential 33 connected to the base 5. Specifically, the differential 33 is coupled to the base 5 via a shaft. The differential 33 allows the motor 31 to better power the spiral 2. It is worth noting that the functions of the motor 31, the reducer 32, and the differential 33 can be implemented using conventional conventional techniques. In addition to the foregoing structure, the power unit 3 can adopt other conventional technical means as long as it can supply power to the spiral body 2, and the power unit 3 is used to drive the spiral body 2 to rotate in the first tube body 11, so that the spiral body 2 can be made. The filtered mud cake adsorbed on the inner wall of the first pipe body 11 is scraped off and the scraped mud cake is conveyed from the slurry inlet port 14 to the slurry discharge port 15. In the present embodiment, the mud pump 7, the motor 31 and the speed reducer 32 are disposed at one end of the slurry feed pipe 6 away from the pipe body 1, and the differential 33 is disposed at the other end of the pipe body 1 remote from the base 5.
[0035] 进一步地, 滤水口 122连接有用于回收过滤水的回水管 4。 通过设置回水管 4, 便于将回收的过滤水回收利用, 节约资源。 Further, the water filter port 122 is connected to a water return pipe 4 for recovering filtered water. By setting the return pipe 4, it is convenient to recycle the recovered filtered water and save resources.
[0036] 使用的吋候, 泥浆经进浆管道 6进入第一管体 11中, 经过第一管体 11的过滤后 , 过滤后的水经过滤水口 122排出。 吸附在第一管体 11的内壁上的泥浆形成泥饼 , 电机 31带动减速机 31, 减速机 32带动无轴螺旋叶片, 无轴螺旋叶片在转动的 过程中将泥饼刮除, 并将刮除的泥饼由进浆口 14输送至出浆口 15。 具体地, 从 调理池调理完成后的泥浆, 通过泵输送至板框压滤机的分离系统进行泥水分离 之前, 通过设置本发明的河湖泊涌污染底泥处理泥浆管道浓缩装置, 经过浓缩 后的的泥浆再输送至板框压滤机进行机械脱水。 本发明通过对管道的改进实现 了泥水分离, 能够明显降低泥浆的含水量, 从而方便对泥浆进行后续处理, 降 低了对泥浆进行后续处理的成本。 值得说明的是, 本发明技术方案的河湖泊涌 污染底泥处理泥浆管道浓缩装置也可以运用在其他管道中以降低泥浆的含水量 , 有利于泥浆的后续处理。 [0036] At the time of use, the slurry enters the first pipe body 11 through the slurry feed pipe 6, and after being filtered by the first pipe body 11, the filtered water is discharged through the filter water port 122. The mud adsorbed on the inner wall of the first pipe body 11 forms a mud cake, the motor 31 drives the speed reducer 31, and the speed reducer 32 drives the shaftless spiral blade, and the shaftless spiral blade scrapes the mud cake during the rotation, and will scrape The removed mud cake is conveyed from the feed port 14 to the slurry outlet 15. Specifically, the mud after the conditioning of the conditioning tank is filtered by the pump to the separation system of the plate and frame filter press to perform the mud-water separation, and the concentrated sediment-removing mud pipeline concentrating device of the river lake is provided. The mud is then sent to a plate and frame filter press for mechanical dewatering. The invention realizes the separation of mud and water by improving the pipeline, and can obviously reduce the water content of the mud, thereby facilitating the subsequent treatment of the mud and reducing the cost of subsequent treatment of the mud. It should be noted that the river lake rushing sewage sludge treatment mud concentrating device of the technical scheme of the invention can also be used in other pipelines to reduce the water content of the mud, which is beneficial to the subsequent treatment of the mud.
[0037] 以上仅为本发明的较佳实施例而已, 并不用以限制本发明, 凡在本发明的精
神和原则之内所作的任何修改、 等同替换或改进等, 均应包含在本发明的保护 范围之内。
The above are only the preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions or improvements made by God and the principles are intended to be included within the scope of the present invention.
Claims
权利要求书 Claim
一种河湖泊涌污染底泥处理泥浆管道浓缩装置, 其特征在于, 包括: 管体、 置于所述管体内的螺旋体以及与所述螺旋体连接的动力装置; 所述管体的一端设有进浆口, 另一端设有出浆口; 所述管体包括由内至外依次相连的第一管体和第二管体, 所述第一管 体设有过滤孔, 所述第一管体与所述第二管体之间设有过滤腔室, 所 述第二管体上设有与所述过滤腔室连通的滤水口; 所述螺旋体, 由所述动力装置驱动, 在所述第一管体内转动, 以使得 所述螺旋体刮除吸附在所述第一管体的内壁上的经过滤形成的泥饼, 并将刮除的泥饼从所述进浆口输送至所述出浆口。 The utility model relates to a river lake rushing sewage sludge treatment mud concentrating device, comprising: a pipe body, a spiral body disposed in the pipe body and a power device connected with the spiral body; a slurry port having a slurry outlet at the other end; the pipe body includes a first pipe body and a second pipe body connected in series from the inside to the outside, the first pipe body is provided with a filter hole, and the first pipe body a filtering chamber is disposed between the second tube body, and the second tube body is provided with a water filtering port communicating with the filtering chamber; the spiral body is driven by the power device, Rotating a tube body such that the spiral body scrapes off the filtered mud cake adsorbed on the inner wall of the first tube body, and transports the scraped mud cake from the slurry inlet to the slurry mouth.
如权利要求 1所述的河湖泊涌污染底泥处理泥浆管道浓缩装置, 其特 征在于, 所述螺旋体包括无轴螺旋叶片, 所述无轴螺旋叶片呈均匀等 距的螺旋状分布于所述螺旋体上。 The apparatus for concentrating a mud-fluid sludge treatment mud pipeline according to claim 1, wherein the spiral body comprises a shaftless spiral blade, and the shaftless spiral blade is uniformly distributed in a spiral shape to the spiral body. on.
如权利要求 1所述的河湖泊涌污染底泥处理泥浆管道浓缩装置, 其特 征在于, 所述第一管体设为软管, 所述软管上均匀分布多个的所述过 滤孔。 The river-lake-contaminated sediment-treated mud pipe concentrating device according to claim 1, wherein the first pipe body is provided as a hose, and the plurality of filter holes are evenly distributed on the hose.
如权利要求 3所述的河湖泊涌污染底泥处理泥浆管道浓缩装置, 其特 征在于, 所述第二管体的内表面设有用于支撑所述第一管体的支撑肋 The river-lake flu contaminated sediment treatment mud pipeline concentrating device according to claim 3, wherein the inner surface of the second pipe body is provided with a support rib for supporting the first pipe body.
[权利要求 5] 如权利要求 4所述的河湖泊涌污染底泥处理泥浆管道浓缩装置, 其特 征在于, 所述支撑肋设为螺旋形, 螺旋形的所述支撑肋将所述过滤腔 室分隔成螺旋形的过滤通道; 所述过滤通道连通所述滤水口。 [Claim 5] The river lake gushing sludge treatment mud pipeline concentrating device according to claim 4, wherein the support rib is spiral, and the spiral support ribs the filter chamber a filter channel partitioned into a spiral; the filter channel communicates with the water filter.
[权利要求 6] 如权利要求 1~5任一项所述的河湖泊涌污染底泥处理泥浆管道浓缩装 置, 其特征在于, 所述进浆口连接有进浆管道, 所述进浆管道的另一 端设有用于将泥浆泵入所述第一管体内的泥浆泵。 [Claim 6] The concentrating device for treating mud and water in a river and a filthy mud sediment according to any one of claims 1 to 5, wherein the slurry inlet is connected to a slurry feeding pipe, and the slurry feeding pipe is connected At the other end is provided a mud pump for pumping mud into the first tube.
[权利要求 7] 如权利要求 1~5任一项所述的河湖泊涌污染底泥处理泥浆管道浓缩装 置, 其特征在于, 所述动力装置包括电机以及与所述电机连接的减速 机。
[权利要求 8] 如权利要求 1~5任一项所述的河湖泊涌污染底泥处理泥浆管道浓缩装 置, 其特征在于, 所述管体的一端固定于一底座上, 所述螺旋体、 动 力装置分别与所述底座相连。 [Claim 7] The river-lake-fluid-soil-treated sludge treatment concentrating device according to any one of claims 1 to 5, wherein the power unit includes a motor and a speed reducer connected to the motor. [Claim 8] The apparatus for concentrating mud pipelines in a river and a lake according to any one of claims 1 to 5, wherein one end of the pipe body is fixed on a base, the spiral body and the power The devices are each connected to the base.
[权利要求 9] 如权利要求 8所述的河湖泊涌污染底泥处理泥浆管道浓缩装置, 其特 征在于, 所述动力装置还包括与所述底座相连的差速器。 [Claim 9] The river lake gushing sludge treatment mud pipeline concentrating device according to claim 8, wherein the power plant further includes a differential connected to the base.
[权利要求 10] 如权利要求 1~5任一项所述的河湖泊涌污染底泥处理泥浆管道浓缩装 置, 其特征在于, 所述滤水口连接有用于回收过滤水的回水管。
[Claim 10] The river-lake-fluid-contaminated sludge treatment mud concentrating device according to any one of claims 1 to 5, wherein the water filter port is connected with a return pipe for recovering filtered water.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610675917.0A CN106186632A (en) | 2016-08-16 | 2016-08-16 | Lake, river is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility |
CN201610675917.0 | 2016-08-16 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2018032809A1 true WO2018032809A1 (en) | 2018-02-22 |
Family
ID=57521952
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/CN2017/083613 WO2018032809A1 (en) | 2016-08-16 | 2017-05-09 | River/lake/stream polluted sediment treated mud pipeline concentrator |
Country Status (2)
Country | Link |
---|---|
CN (1) | CN106186632A (en) |
WO (1) | WO2018032809A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112081544A (en) * | 2020-09-02 | 2020-12-15 | 临沂市政集团有限公司 | Pile hole slag removal equipment |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106186632A (en) * | 2016-08-16 | 2016-12-07 | 中电建水环境治理技术有限公司 | Lake, river is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility |
CN111871811A (en) * | 2020-08-28 | 2020-11-03 | 艾信智能环境科技(无锡)有限公司 | Rotary separator for garbage classification |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FI885469A (en) * | 1987-11-25 | 1989-05-26 | Combustion Eng Europ | SJAELVRENSANDE FILTRERINGSAPPARAT. |
CN2432998Y (en) * | 2000-04-21 | 2001-06-06 | 北京市华昌丰机电技术研究所开发中心 | High-flow screw-type automatic decoking quenching oil filter |
CN201263917Y (en) * | 2007-12-14 | 2009-07-01 | 罗维京 | Screw type continuous filtration device using sewage water and water source on earth's surface as heat pump water source |
CN204093133U (en) * | 2014-07-17 | 2015-01-14 | 江苏南通申通机械有限公司 | The special seawater filter of a kind of boats and ships |
CN204522441U (en) * | 2014-12-31 | 2015-08-05 | 张家港市瑞德顺达机械有限公司 | A kind of spiral Self-cleaning filter |
CN106186632A (en) * | 2016-08-16 | 2016-12-07 | 中电建水环境治理技术有限公司 | Lake, river is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202181238U (en) * | 2010-12-20 | 2012-04-04 | 谢水清 | Physical sewage-dirt treatment system for source pollution treatment |
-
2016
- 2016-08-16 CN CN201610675917.0A patent/CN106186632A/en active Pending
-
2017
- 2017-05-09 WO PCT/CN2017/083613 patent/WO2018032809A1/en active Application Filing
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FI885469A (en) * | 1987-11-25 | 1989-05-26 | Combustion Eng Europ | SJAELVRENSANDE FILTRERINGSAPPARAT. |
CN2432998Y (en) * | 2000-04-21 | 2001-06-06 | 北京市华昌丰机电技术研究所开发中心 | High-flow screw-type automatic decoking quenching oil filter |
CN201263917Y (en) * | 2007-12-14 | 2009-07-01 | 罗维京 | Screw type continuous filtration device using sewage water and water source on earth's surface as heat pump water source |
CN204093133U (en) * | 2014-07-17 | 2015-01-14 | 江苏南通申通机械有限公司 | The special seawater filter of a kind of boats and ships |
CN204522441U (en) * | 2014-12-31 | 2015-08-05 | 张家港市瑞德顺达机械有限公司 | A kind of spiral Self-cleaning filter |
CN106186632A (en) * | 2016-08-16 | 2016-12-07 | 中电建水环境治理技术有限公司 | Lake, river is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112081544A (en) * | 2020-09-02 | 2020-12-15 | 临沂市政集团有限公司 | Pile hole slag removal equipment |
CN112081544B (en) * | 2020-09-02 | 2024-08-30 | 临沂市政集团有限公司 | Pile hole slag removal equipment |
Also Published As
Publication number | Publication date |
---|---|
CN106186632A (en) | 2016-12-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2021083398A2 (en) | Electronics factory wastewater treatment apparatus | |
WO2018032809A1 (en) | River/lake/stream polluted sediment treated mud pipeline concentrator | |
CN103319049B (en) | A kind of MBR film sewage treatment system | |
CN203411435U (en) | MBR (membrane bioreactor) membrane sewage treatment system | |
CN111439896A (en) | Sewage treatment device and method thereof | |
CN108483794B (en) | Sewage treatment system | |
CN211471161U (en) | Industrial sewage multi-stage treatment equipment | |
CN213803399U (en) | Compound portable integration water purification unit | |
CN211497061U (en) | Water source purifying and precipitating tank for purifying eutrophic wastewater | |
CN210340397U (en) | Novel high-efficient air supporting machine | |
CN207748963U (en) | A kind of sewage purifier | |
CN208667407U (en) | A kind of MBR intelligent integral sewage disposal device | |
CN201560142U (en) | Controllable filtering membrane treating device | |
CN205990311U (en) | A kind of environment-friendly type wastewater treatment equipment | |
CN205635166U (en) | Chemical wastewater treatment system | |
CN204198553U (en) | A kind of waste disposal plant | |
CN103172148B (en) | Sewage treating device | |
CN220877920U (en) | Sludge separation device for urban river | |
CN218961917U (en) | Integrated municipal sewage and sludge treatment equipment | |
CN208562074U (en) | Integrated refuse treatment plant | |
CN218620493U (en) | Waste water integration treatment device of multistage formula reaction | |
CN221940278U (en) | Wastewater treatment purification device | |
CN218794486U (en) | Sludge treatment equipment for wastewater treatment | |
CN117964106B (en) | Sewage treatment system based on advanced deamination dephosphorization technique | |
CN216295437U (en) | Explosive waste water purification unit |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 17840785 Country of ref document: EP Kind code of ref document: A1 |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
122 | Ep: pct application non-entry in european phase |
Ref document number: 17840785 Country of ref document: EP Kind code of ref document: A1 |