CN118545831A - Sewage treatment equipment applying activated sludge treatment technology - Google Patents
Sewage treatment equipment applying activated sludge treatment technology Download PDFInfo
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- CN118545831A CN118545831A CN202410932036.7A CN202410932036A CN118545831A CN 118545831 A CN118545831 A CN 118545831A CN 202410932036 A CN202410932036 A CN 202410932036A CN 118545831 A CN118545831 A CN 118545831A
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- 239000010802 sludge Substances 0.000 title claims abstract description 80
- 239000010865 sewage Substances 0.000 title claims abstract description 60
- 238000005516 engineering process Methods 0.000 title description 2
- 238000005273 aeration Methods 0.000 claims abstract description 79
- 238000006243 chemical reaction Methods 0.000 claims abstract description 70
- 238000000034 method Methods 0.000 claims abstract description 35
- 230000008569 process Effects 0.000 claims abstract description 30
- 230000005540 biological transmission Effects 0.000 claims description 29
- 230000007246 mechanism Effects 0.000 claims description 20
- 238000003756 stirring Methods 0.000 claims description 11
- 238000001914 filtration Methods 0.000 claims description 6
- 238000007790 scraping Methods 0.000 claims 3
- 238000004140 cleaning Methods 0.000 claims 1
- 239000007788 liquid Substances 0.000 abstract description 12
- 238000007667 floating Methods 0.000 abstract description 7
- 238000000746 purification Methods 0.000 abstract description 5
- 238000010992 reflux Methods 0.000 description 26
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 6
- 238000010586 diagram Methods 0.000 description 6
- 239000005416 organic matter Substances 0.000 description 6
- 239000001301 oxygen Substances 0.000 description 6
- 229910052760 oxygen Inorganic materials 0.000 description 6
- 238000004062 sedimentation Methods 0.000 description 6
- 230000033001 locomotion Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 3
- 241001148470 aerobic bacillus Species 0.000 description 2
- 238000013019 agitation Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- 241000233866 Fungi Species 0.000 description 1
- 101001121408 Homo sapiens L-amino-acid oxidase Proteins 0.000 description 1
- 102100026388 L-amino-acid oxidase Human genes 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 238000005276 aerator Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000008239 natural water Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- C02F3/1278—Provisions for mixing or aeration of the mixed liquor
- C02F3/1284—Mixing devices
-
- 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
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- Life Sciences & Earth Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Activated Sludge Processes (AREA)
Abstract
本发明公开了一种应用活性污泥处理工艺的污水处理设备,属于污水处理技术领域,包括反应池、回流管、侧导管、驱动组件和曝气管,反应池底部的两组导槽上分别连通污水进水管和污泥进泥管,回流管转动布设于反应池中,回流管上周向装配有若干个侧导管,侧导管上转动套设有套筒,回流管中滑动装配有活塞件,驱动组件用以驱动回流管和侧导管的旋转,曝气管转动布设于反应池底部且与回流管联动相接,曝气管上转动套设有旋转筒,本发明通过在反应池中转动布设有回流管和侧导管,可捕捉曝气过程中液面上浮动的活性淤泥,并输送至池底与污水充分混合,提升活性污泥与污水的接触面积,同时还可避免常规曝气设备造成的积淤问题,提高污水净化能效。
The invention discloses a sewage treatment device using an activated sludge treatment process, belonging to the technical field of sewage treatment, comprising a reaction tank, a return pipe, a side conduit, a driving assembly and an aeration pipe. Two groups of guide grooves at the bottom of the reaction tank are respectively connected to a sewage inlet pipe and a sludge inlet pipe. The return pipe is rotatably arranged in the reaction tank. A plurality of side conduits are circumferentially arranged on the return pipe. A sleeve is rotatably sleeved on the side conduit. A piston is slidably arranged in the return pipe. The driving assembly is used to drive the rotation of the return pipe and the side conduit. The aeration pipe is rotatably arranged at the bottom of the reaction tank and is linked to the return pipe. A rotating cylinder is rotatably sleeved on the aeration pipe. The invention can capture the activated sludge floating on the liquid surface during the aeration process by rotatably arranging the return pipe and the side conduit in the reaction tank, and transport it to the bottom of the tank to be fully mixed with the sewage, thereby increasing the contact area between the activated sludge and the sewage. At the same time, the siltation problem caused by conventional aeration equipment can be avoided, thereby improving the sewage purification energy efficiency.
Description
技术领域Technical Field
本发明属于污水处理技术领域,具体是涉及一种应用活性污泥处理工艺的污水处理设备。The invention belongs to the technical field of sewage treatment, and in particular relates to sewage treatment equipment using an activated sludge treatment process.
背景技术Background Art
活性污泥是由细菌、真菌、原生动物、后生动物等微生物群体与污水中的悬浮物质、胶体物质混杂在一起所形成的、具有强吸附分解有机物能力和良好沉降性能的絮绒状污泥颗粒,因具有生物化学活性,所以被称为活性污泥。Activated sludge is formed by a mixture of microbial communities such as bacteria, fungi, protozoa, and metazoa with suspended matter and colloidal substances in sewage. It is a flocculent sludge particle with strong adsorption and decomposition ability of organic matter and good sedimentation performance. It is called activated sludge because of its biochemical activity.
活性污泥处理工艺实质上是天然水体自净作用的人工强化,能从污水中去除溶解态和胶体态的可生物降解有机物以及能被活性污泥吸附的悬浮固体和其他物质,具有对水质水量的适应性广、运行方式灵活多样、可控制性好等特点,已成为生物处理方法的主体。活动污泥处理的基本工艺流程通常由栅格过滤器、泥沙过滤池、初级沉淀池、曝气池、二级沉淀池、消毒池、回流系统、供氧系统和污泥回收系统等单元共同构成。The activated sludge treatment process is essentially an artificial enhancement of the natural water body's self-purification function. It can remove dissolved and colloidal biodegradable organic matter from sewage, as well as suspended solids and other substances that can be adsorbed by activated sludge. It has the characteristics of wide adaptability to water quality and quantity, flexible and diverse operation modes, and good controllability. It has become the main body of biological treatment methods. The basic process flow of active sludge treatment is usually composed of grid filters, sediment filtration tanks, primary sedimentation tanks, aeration tanks, secondary sedimentation tanks, disinfection tanks, return systems, oxygen supply systems, and sludge recovery systems.
传统活性污泥法又称为普通活性污泥法,是活性污泥法最早的运行方式,曝气池呈长方廊道形,一般采用多个平行廊道,在池底均匀铺设空气扩散器,污水和回流污泥在曝气池首端进入,在池内呈推流形式流动至池的尾端,在此过程中污水中的有机物被活性污泥微生物吸附,并在曝气过程中被逐级转化,从而得以降解,传统活性污泥法采用的鼓风曝气设备通常是依靠固定布设于池底的扩散曝气器连接气路管道进行曝气,污泥沿池底推流时易在死角位置发生积淤,进而形成厌氧积泥沉淀,行成过高的出水氨氮,而且污泥在流动过程中的悬浮分散效果差,使得活性污泥的利用率较低。The traditional activated sludge method is also called the ordinary activated sludge method. It is the earliest operating mode of the activated sludge method. The aeration tank is in the shape of a rectangular corridor, and generally adopts multiple parallel corridors. Air diffusers are evenly laid on the bottom of the tank. Sewage and return sludge enter at the head of the aeration tank and flow to the tail end of the tank in the form of plug flow. In this process, the organic matter in the sewage is adsorbed by the activated sludge microorganisms and is gradually converted during the aeration process, so that it can be degraded. The aeration equipment used in the traditional activated sludge method usually relies on the diffuser aerator fixedly arranged at the bottom of the tank to connect the air pipeline for aeration. When the sludge is pushed along the bottom of the tank, it is easy to accumulate in the dead corner, and then form anaerobic sludge precipitation, resulting in excessive effluent ammonia nitrogen, and the suspension and dispersion effect of the sludge during the flow process is poor, which makes the utilization rate of the activated sludge low.
发明内容Summary of the invention
针对现有技术存在的不足,本发明实施例的目的在于提供一种应用活性污泥处理工艺的污水处理设备,以解决上述背景技术中的问题。In view of the deficiencies in the prior art, an object of an embodiment of the present invention is to provide a sewage treatment device using an activated sludge treatment process to solve the problems in the above-mentioned background technology.
为实现上述目的,本发明提供如下技术方案:To achieve the above object, the present invention provides the following technical solutions:
一种应用活性污泥处理工艺的污水处理设备,包括反应池构件,所述反应池构件包括反应池、第一齿环、第二齿环、污水进水管、污泥进泥管和导槽,所述反应池的池顶固定布设有第一齿环和第二齿环,所述反应池底部布设有两组导槽,两组导槽上分别连接有污水进水管和污泥进泥管;A sewage treatment device using an activated sludge treatment process comprises a reaction tank component, wherein the reaction tank component comprises a reaction tank, a first gear ring, a second gear ring, a sewage inlet pipe, a sludge inlet pipe and a guide groove, wherein the first gear ring and the second gear ring are fixedly arranged on the top of the reaction tank, and two groups of guide grooves are arranged at the bottom of the reaction tank, and the sewage inlet pipe and the sludge inlet pipe are connected to the two groups of guide grooves respectively;
回滤机构,所述回滤机构包括回流管、侧导管、上槽口、转轴、第一传动齿、螺杆、套筒、第二传动齿和活塞件,所述回流管转动布设于反应池中,且所述回流管上周向装配有若干个侧导管,所述侧导管与回流管相连通且侧导管顶部开设有上槽口,所述侧导管一端还转动装配有转轴,所述转轴一端固定装配有第一传动齿,所述第一传动齿与第一齿环啮合相接,所述转轴另一端固定装配有螺杆,所述螺杆转动布设于侧导管中,所述侧导管上还限位转动套设有套筒,所述套筒一侧固定装配有第二传动齿,所述第二传动齿与所述第二齿环啮合相接,所述回流管顶部还滑动装配有活塞件;A back-filter mechanism, the back-filter mechanism comprises a reflux pipe, a side conduit, an upper notch, a rotating shaft, a first transmission tooth, a screw, a sleeve, a second transmission tooth and a piston member, the reflux pipe is rotatably arranged in the reaction tank, and a plurality of side conduits are circumferentially mounted on the reflux pipe, the side conduit is connected to the reflux pipe and an upper notch is provided on the top of the side conduit, one end of the side conduit is also rotatably mounted with a rotating shaft, one end of the rotating shaft is fixedly mounted with a first transmission tooth, the first transmission tooth is meshed with a first gear ring, the other end of the rotating shaft is fixedly mounted with a screw, the screw is rotatably arranged in the side conduit, the side conduit is also limitedly rotatably sleeved with a sleeve, one side of the sleeve is fixedly mounted with a second transmission tooth, the second transmission tooth is meshed with the second gear ring, and a piston member is slidably mounted on the top of the reflux pipe;
驱动组件,所述驱动组件包括支架、从动盘、曲轴和驱动臂,所述支架固定装配于回流管和侧导管上,其上转动装配有从动盘,所述从动盘一侧转动装配有曲轴,所述曲轴上转动套设有驱动臂,所述驱动臂末端与所述活塞件活动相接,以驱动所述活塞件的往复运动;A driving assembly, the driving assembly comprising a bracket, a driven disc, a crankshaft and a driving arm, the bracket being fixedly mounted on the return pipe and the side conduit, the driven disc being rotatably mounted on the bracket, the crankshaft being rotatably mounted on one side of the driven disc, the driving arm being rotatably sleeved on the crankshaft, the end of the driving arm being movably connected to the piston member to drive the reciprocating motion of the piston member;
搅流机构,所述搅流机构包括曝气管和旋转筒,所述曝气管转动布设于反应池底部且与回流管联动相接,所述曝气管顶部布设有若干个曝气孔,所述曝气管上还转动套设有旋转筒,所述旋转筒用于旋转清扫反应池池底的污泥。The flow stirring mechanism includes an aeration pipe and a rotating drum. The aeration pipe is rotatably arranged at the bottom of the reaction tank and is linked to the return pipe. A plurality of aeration holes are arranged on the top of the aeration pipe. A rotating drum is also rotatably sleeved on the aeration pipe. The rotating drum is used to rotatably clean the sludge at the bottom of the reaction tank.
作为本发明进一步的方案,所述反应池构件还包括曝气总管、回转体和第三齿环,所述曝气总管固定装配于反应池底部,所述回转体转动套设于曝气总管上且与所述回流管固定相接,所述回转体上周向固定布设有若干个曝气管,所述第三齿环固定装配于反应池上。As a further solution of the present invention, the reaction tank component also includes an aeration main pipe, a rotating body and a third gear ring. The aeration main pipe is fixedly installed at the bottom of the reaction tank. The rotating body is rotatably sleeved on the aeration main pipe and fixedly connected to the reflux pipe. A plurality of aeration pipes are fixedly arranged circumferentially on the rotating body. The third gear ring is fixedly installed on the reaction tank.
作为本发明进一步的方案,两组所述的导槽倾斜布设于反应池底部,两组导槽呈中心对称,且两组导槽的布设方向平行于反应池内径的切线方向同时位于非圆心位置处。As a further solution of the present invention, the two groups of guide grooves are arranged obliquely at the bottom of the reaction tank, the two groups of guide grooves are centrally symmetrical, and the arrangement direction of the two groups of guide grooves is parallel to the tangent direction of the inner diameter of the reaction tank and is located at a non-center position.
作为本发明进一步的方案,所述回滤机构还包括刮板和释流口,所述套筒和刮板固定相接并构成勺型结构,所述刮板表面还布设有若干个过滤缝,所述释流口布设于回流管底部侧,且靠近回转体一侧设置。As a further solution of the present invention, the backfiltration mechanism also includes a scraper and a flow release port. The sleeve and the scraper are fixedly connected to form a spoon-shaped structure. A plurality of filtering slits are also arranged on the surface of the scraper. The flow release port is arranged on the bottom side of the reflux pipe and is arranged close to one side of the rotating body.
作为本发明进一步的方案,所述驱动组件还包括传动盘、机架、驱动器和固定齿盘,所述传动盘固定装配于从动盘一侧,所述机架固定装配于反应池上,所述机架中装配有驱动器,所述驱动器与所述支架装配相接,用于驱动支架的转动,所述机架上还固定装配有固定齿盘,所述固定齿盘与所述传动盘啮合相接,用于驱动所述从动盘的旋转。As a further solution of the present invention, the drive assembly also includes a transmission disk, a frame, a driver and a fixed gear disk, the transmission disk is fixedly mounted on one side of the driven disk, the frame is fixedly mounted on the reaction pool, the frame is equipped with a driver, the driver is assembled and connected to the bracket, and is used to drive the rotation of the bracket, and the frame is also fixedly equipped with a fixed gear disk, the fixed gear disk is meshed and connected with the transmission disk, and is used to drive the rotation of the driven disk.
作为本发明进一步的方案,所述反应池构件还包括曲面环,所述曲面环固定装配于反应池的内壁上,所述搅流机构还包括旋齿盘、清淤板和抵接件,所述旋齿盘限位转动套设于曝气管上,且一端与所述第三齿环啮合相接,另一端与所述旋转筒之间弹性滑动相接,所述旋转筒上固定装配有清淤板,且所述旋转筒末端还固定装配有抵接件,所述抵接件朝向曲面环一侧设置,且与所述曲面环之间滑动相接。As a further solution of the present invention, the reaction tank component also includes a curved ring, which is fixedly mounted on the inner wall of the reaction tank. The agitation mechanism also includes a spiral gear disk, a silt removal plate and an abutment. The spiral gear disk is limited and rotatably sleeved on the aeration pipe, and one end is meshed with the third gear ring, and the other end is elastically slidably connected with the rotating cylinder. The silt removal plate is fixedly mounted on the rotating cylinder, and the end of the rotating cylinder is also fixedly mounted with an abutment, and the abutment is arranged toward one side of the curved ring and is slidably connected with the curved ring.
作为本发明进一步的方案,所述搅流机构还包括环槽,所述旋转筒上阵列布设有若干个环槽,所述曝气管上的曝气孔呈阵列布设,所述旋转筒用于活动封堵阵列布设的曝气孔。As a further solution of the present invention, the flow stirring mechanism further comprises an annular groove, a plurality of annular grooves are arranged in an array on the rotating drum, aeration holes on the aeration pipe are arranged in an array, and the rotating drum is used to movably block the aeration holes arranged in the array.
综上所述,本发明实施例与现有技术相比具有以下有益效果:In summary, compared with the prior art, the embodiments of the present invention have the following beneficial effects:
本发明通过在反应池中转动布设有回流管和侧导管,可捕捉曝气过程中液面上浮动的活性淤泥,并输送至池底与污水充分混合,提升活性污泥与污水的接触面积,同时还可避免常规曝气设备造成的积淤问题,提高污水净化能效。The present invention can capture the activated sludge floating on the liquid surface during aeration by rotatably disposing a reflux pipe and a side duct in the reaction tank, and transport it to the bottom of the tank to be fully mixed with sewage, thereby increasing the contact area between the activated sludge and sewage. At the same time, it can also avoid the siltation problem caused by conventional aeration equipment and improve the energy efficiency of sewage purification.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为本发明的一种实施例中提供的应用活性污泥处理工艺的污水处理设备的示意图。FIG1 is a schematic diagram of a sewage treatment device using an activated sludge treatment process provided in an embodiment of the present invention.
图2为本发明的一种实施例中提供的应用活性污泥处理工艺的污水处理设备的结构示意图。FIG. 2 is a schematic structural diagram of a sewage treatment device using an activated sludge treatment process provided in an embodiment of the present invention.
图3为图2中附图标记A的放大示意图。FIG. 3 is an enlarged schematic diagram of the reference numeral A in FIG. 2 .
图4为图2中附图标记B的放大示意图。FIG. 4 is an enlarged schematic diagram of the reference numeral B in FIG. 2 .
图5为本发明的一种实施例中提供的应用活性污泥处理工艺的污水处理设备中曝气总管的示意图。FIG5 is a schematic diagram of an aeration main pipe in a sewage treatment plant using an activated sludge treatment process according to an embodiment of the present invention.
图6为图5中附图标记C的放大示意图。FIG. 6 is an enlarged schematic diagram of the reference numeral C in FIG. 5 .
附图标记:1-反应池构件、101-反应池、102-第一齿环、103-第二齿环、104-排流管、105-污水进水管、106-污泥进泥管、107-导槽、108-曝气总管、109-回转体、110-第三齿环、111-曲面环、2-回滤机构、201-回流管、202-侧导管、203-上槽口、204-转轴、205-第一传动齿、206-螺杆、207-套筒、208-刮板、209-第二传动齿、210-活塞件、211-释流口、3-驱动组件、301-支架、302-从动盘、303-曲轴、304-驱动臂、305-传动盘、306-机架、307-驱动器、308-固定齿盘、4-搅流机构、401-曝气管、402-曝气孔、403-旋齿盘、404-旋转筒、405-环槽、406-清淤板、407-抵接件。Figure numerals: 1-reaction tank component, 101-reaction tank, 102-first gear ring, 103-second gear ring, 104-drainage pipe, 105-sewage inlet pipe, 106-sludge inlet pipe, 107-guide groove, 108-aeration main pipe, 109-rotating body, 110-third gear ring, 111-curved ring, 2-return filter mechanism, 201-return pipe, 202-side guide tube, 203-upper notch, 204-rotating shaft, 205-first transmission tooth, 206-screw, 207- Sleeve, 208-scraper, 209-second transmission tooth, 210-piston, 211-flow outlet, 3-drive assembly, 301-bracket, 302-driven disk, 303-crankshaft, 304-drive arm, 305-transmission disk, 306-frame, 307-driver, 308-fixed tooth disk, 4-stirring mechanism, 401-aeration tube, 402-aeration hole, 403-rotating tooth disk, 404-rotating cylinder, 405-annular groove, 406-dredging plate, 407-abutment.
具体实施方式DETAILED DESCRIPTION
为更清楚地阐述本发明的结构特征和功效,下面结合附图与具体实施例来对本发明进行详细说明。In order to more clearly illustrate the structural features and effects of the present invention, the present invention is described in detail below in conjunction with the accompanying drawings and specific embodiments.
请参阅图1-图6,本发明的一种实施例中的应用活性污泥处理工艺的污水处理设备,包括反应池构件1,所述反应池构件1包括反应池101、第一齿环102、第二齿环103、污水进水管105、污泥进泥管106和导槽107,所述反应池101的池顶固定布设有第一齿环102和第二齿环103,所述反应池101底部布设有两组导槽107,两组导槽107上分别连接有污水进水管105和污泥进泥管106;回滤机构2,所述回滤机构2包括回流管201、侧导管202、上槽口203、转轴204、第一传动齿205、螺杆206、套筒207、第二传动齿209和活塞件210,所述回流管201转动布设于反应池101中,且所述回流管201上周向装配有若干个侧导管202,所述侧导管202与回流管201相连通且侧导管202顶部开设有上槽口203,所述侧导管202一端还转动装配有转轴204,所述转轴204一端固定装配有第一传动齿205,所述第一传动齿205与第一齿环102啮合相接,所述转轴204另一端固定装配有螺杆206,所述螺杆206转动布设于侧导管202中,所述侧导管202上还限位转动套设有套筒207,所述套筒207一侧固定装配有第二传动齿209,所述第二传动齿209与所述第二齿环103啮合相接,所述回流管201顶部还滑动装配有活塞件210;驱动组件3,所述驱动组件3包括支架301、从动盘302、曲轴303和驱动臂304,所述支架301固定装配于回流管201和侧导管202上,其上转动装配有从动盘302,所述从动盘302一侧转动装配有曲轴303,所述曲轴303上转动套设有驱动臂304,所述驱动臂304末端与所述活塞件210活动相接,以驱动所述活塞件210的往复运动;搅流机构4,所述搅流机构4包括曝气管401和旋转筒404,所述曝气管401转动布设于反应池101底部且与回流管201联动相接,所述曝气管401顶部布设有若干个曝气孔402,所述曝气管401上还转动套设有旋转筒404,所述旋转筒404用于旋转清扫反应池101池底的污泥。Please refer to Figures 1 to 6. In one embodiment of the present invention, a sewage treatment device using an activated sludge treatment process includes a reaction tank component 1, wherein the reaction tank component 1 includes a reaction tank 101, a first gear ring 102, a second gear ring 103, a sewage inlet pipe 105, a sludge inlet pipe 106 and a guide groove 107. The top of the reaction tank 101 is fixedly provided with the first gear ring 102 and the second gear ring 103, and the bottom of the reaction tank 101 is provided with two groups of guide grooves 107, and the two groups of guide grooves 107 are respectively connected to the sewage inlet pipe 105 and the sludge inlet pipe 106; a backfiltration mechanism 2, wherein the backfiltration mechanism 2 includes a reflux pipe 201, a side guide The reflux pipe 201 is rotatably arranged in the reaction tank 101, and a plurality of side conduits 202 are circumferentially mounted on the reflux pipe 201. The side conduits 202 are connected to the reflux pipe 201 and an upper notch 203 is provided on the top of the side conduits 202. The side conduits 202 are also rotatably mounted with a reflux pipe 202. The reflux pipe 201 is fixedly mounted with a first transmission tooth 205 at one end of the reflux pipe 204. The first transmission tooth 205 is meshed with the first gear ring 102. The reflux pipe 201 is rotatably arranged in the reaction tank 101, and a plurality of side conduits 202 are circumferentially mounted on the reflux pipe 201. The side conduits 202 are connected to the reflux pipe 201 and an upper notch 203 is provided on the top of the side conduits 202. The side conduits 202 are also rotatably mounted with a reflux pipe 204. The first transmission tooth 205 is meshed with the first gear ring 102. The reflux pipe 201 is rotatably mounted with a reflux pipe 202 and a first transmission tooth 205 is fixedly mounted on one end of the reflux pipe 204. The first transmission tooth 205 is meshed with the first gear ring 102. The other end is fixedly equipped with a screw 206, and the screw 206 is rotatably arranged in the side conduit 202. The side conduit 202 is also provided with a sleeve 207 for limiting rotation. A second transmission tooth 209 is fixedly equipped on one side of the sleeve 207. The second transmission tooth 209 is meshed with the second gear ring 103. A piston member 210 is also slidably equipped on the top of the return pipe 201; a driving component 3, the driving component 3 includes a bracket 301, a driven disk 302, a crankshaft 303 and a driving arm 304. The bracket 301 is fixedly equipped on the return pipe 201 and the side conduit 202, and a driven disk 302 is rotatably equipped thereon. A crankshaft 303 is rotatably mounted on one side of the moving disk 302, and a driving arm 304 is rotatably sleeved on the crankshaft 303. The end of the driving arm 304 is movably connected to the piston member 210 to drive the reciprocating motion of the piston member 210; a stirring mechanism 4, the stirring mechanism 4 includes an aeration pipe 401 and a rotating cylinder 404. The aeration pipe 401 is rotatably arranged at the bottom of the reaction tank 101 and is linked to the return pipe 201. A plurality of aeration holes 402 are arranged on the top of the aeration pipe 401. A rotating cylinder 404 is also rotatably sleeved on the aeration pipe 401. The rotating cylinder 404 is used to rotate and clean the sludge at the bottom of the reaction tank 101.
本实施例在实际应用时,当通过该活性污泥污水处理设备对污水进行生物处理时,通过布设于反应池101底部的污水进水管105和污泥进泥管106向反应池101的池体内输入初级沉降后的有机污水和二级沉降池中的回流污泥,使污水和活性污泥由池底纵向输出,同时所述回流管201和侧导管202在驱动作用下绕定轴旋转,在旋转的过程中,连接曝气设备的曝气管401跟随回流管201转动,使得氧气经由曝气管401表面的若干个曝气孔402释放至污水中,且曝气管401上转动套设的旋转筒404能够将池底积淤的污泥搅动,使其与气泡流混合,并跟随气泡朝向液面浮动,处于胶团状态的活性污泥在上浮过程中不断受气泡和液流的冲刷从而分散成直径较小的生物絮凝体,从而与污水中的有机物结合,以降低污水的BOD负荷,并使反应后的污水及其中的活性污泥组分通过液面侧的排流管104排出至二级沉降池中进行分离。该设备通过连续曝气可保持入池污水的溶氧量,从而保证回流污泥中好氧菌的不断迭代,并且当回流污泥成悬浮态分布于反应池101的池体内时,部分未与有机物结合的絮凝体在浮动至液面上层后,所述侧导管202在液面端周向旋转,且所述侧导管202上转动套设的套筒207能够将液面上层浮动的活性污泥旋转滤筛至上槽口203中,且所述侧导管202在反应池101中转动时,侧导管202一端的第一传动齿205在与第一齿环102啮合的过程中可驱动螺杆206不断旋转,以使掉落至上槽口203中的污泥在螺杆206的推动下朝向回流管201中运动,且所述回流管201一端活动装配的活塞件210可在驱动组件3的驱动作用下不断将侧导管202中收集的污泥压入至回流管201中,并使污泥回流至池底一侧,以使活性污泥可重复进行微生物吸附,并增加池体内活性污泥的悬浮量,以充分接触污水中的有机组分,提高污水净化能效,同时还可避免传统曝气管易产生积淤的缺陷,防止积淤在管路死角处的厌氧污泥导致出水氨氮较高。In actual application of this embodiment, when the activated sludge sewage treatment equipment is used to biologically treat sewage, the organic sewage after primary sedimentation and the return sludge in the secondary sedimentation tank are input into the tank body of the reaction tank 101 through the sewage inlet pipe 105 and the sludge inlet pipe 106 arranged at the bottom of the reaction tank 101, so that the sewage and the activated sludge are output longitudinally from the bottom of the tank. At the same time, the return pipe 201 and the side guide pipe 202 rotate around the fixed axis under the driving action. During the rotation, the aeration pipe 401 connected to the aeration equipment rotates with the return pipe 201, so that oxygen is transported through the aeration A plurality of aeration holes 402 on the surface of the tube 401 release into the sewage, and the rotating drum 404 rotatably mounted on the aeration tube 401 can stir the sludge accumulated at the bottom of the pool, mix it with the bubble flow, and float toward the liquid surface following the bubbles. The activated sludge in the floc state is continuously washed by the bubbles and the liquid flow during the floating process, thereby being dispersed into biological flocs with smaller diameters, which are then combined with organic matter in the sewage to reduce the BOD load of the sewage, and the reacted sewage and the activated sludge components therein are discharged to the secondary sedimentation tank through the discharge pipe 104 on the liquid surface side for separation. The device can maintain the dissolved oxygen content of the sewage entering the pool through continuous aeration, thereby ensuring the continuous iteration of aerobic bacteria in the return sludge, and when the return sludge is suspended and distributed in the tank body of the reaction tank 101, some floccules that are not combined with organic matter float to the upper layer of the liquid surface, and the side conduit 202 rotates circumferentially at the liquid surface end, and the sleeve 207 rotatably sleeved on the side conduit 202 can rotate and filter the activated sludge floating on the upper layer of the liquid surface to the upper notch 203, and when the side conduit 202 rotates in the reaction tank 101, the first transmission tooth 205 at one end of the side conduit 202 can drive the screw 206 in the process of meshing with the first gear ring 102 It rotates continuously so that the sludge dropped into the upper notch 203 moves toward the return pipe 201 under the push of the screw 206, and the piston member 210 movably assembled at one end of the return pipe 201 can continuously press the sludge collected in the side conduit 202 into the return pipe 201 under the driving action of the driving component 3, and make the sludge return to the side of the bottom of the pool, so that the activated sludge can be repeatedly adsorbed by microorganisms, and the suspended amount of activated sludge in the pool body is increased to fully contact the organic components in the sewage, thereby improving the sewage purification efficiency. At the same time, it can also avoid the defect of easy siltation in traditional aeration pipes, and prevent anaerobic sludge accumulated in the dead corners of the pipeline from causing high ammonia nitrogen in the effluent.
请参阅图2、图4和图5,本发明的一种优选实施例中,所述反应池构件1还包括曝气总管108、回转体109和第三齿环110,所述曝气总管108固定装配于反应池101底部,所述回转体109转动套设于曝气总管108上且与所述回流管201固定相接,所述回转体109上周向固定布设有若干个曝气管401,所述第三齿环110固定装配于反应池101上。Please refer to Figures 2, 4 and 5. In a preferred embodiment of the present invention, the reaction tank component 1 also includes an aeration main pipe 108, a rotating body 109 and a third gear ring 110. The aeration main pipe 108 is fixedly assembled at the bottom of the reaction tank 101. The rotating body 109 is rotatably sleeved on the aeration main pipe 108 and fixedly connected to the reflux pipe 201. A plurality of aeration pipes 401 are fixedly arranged circumferentially on the rotating body 109. The third gear ring 110 is fixedly assembled on the reaction tank 101.
本实施例在实际应用时,所述曝气总管108布设于反应池101底部,可向反应池101中通入好氧菌迭代所需的氧气组分,所述回转体109可通过旋转密封阀芯装配于曝气总管108上,以使回转体109在曝气总管108上旋转的过程中保持密封,且回转体109与若干个曝气管401相连通,使得回转体109在转动时,氧气可穿过曝气管401上的若干个曝气孔402释放至池体中。In actual application of this embodiment, the aeration main pipe 108 is arranged at the bottom of the reaction tank 101, and the oxygen components required for the iteration of aerobic bacteria can be introduced into the reaction tank 101. The rotor 109 can be assembled on the aeration main pipe 108 through a rotating sealing valve core to keep the rotor 109 sealed during the rotation of the aeration main pipe 108, and the rotor 109 is connected to a plurality of aeration pipes 401, so that when the rotor 109 rotates, oxygen can be released into the tank body through a plurality of aeration holes 402 on the aeration pipes 401.
请参阅图2,本发明的一种优选实施例中,两组所述的导槽107倾斜布设于反应池101底部,两组导槽107呈中心对称,且两组导槽107的布设方向平行于反应池101内径的切线方向同时位于非圆心位置处。Please refer to Figure 2. In a preferred embodiment of the present invention, the two groups of guide grooves 107 are arranged obliquely at the bottom of the reaction pool 101, the two groups of guide grooves 107 are centrally symmetrical, and the arrangement directions of the two groups of guide grooves 107 are parallel to the tangent direction of the inner diameter of the reaction pool 101 and are located at non-center positions.
本实施例在实际应用时,两组所述的导槽107均倾斜布设于反应池101中,使得污水和活性污泥均沿倾斜方向输出至反应池101中,且导槽107的布设方向平行于反应池101内径的切线方向同时位于非圆心位置处,其主要目的是使污水进水管105中输出的污水沿切线方向冲击至反应池101的内壁,以使反应池101内的污水形成涡流,使得污水中含有的有机组分在跟随流体上涌时,组分的运动路径非线性运动而呈曲线运动,一方面增加了其在池体内的运动时间,保证充分曝气,另一方面可配合搅动上浮的气泡,使气泡均匀与污泥混合,以使污泥组分呈分散的悬浮态置于池体中。In actual application of this embodiment, the two groups of guide grooves 107 are arranged obliquely in the reaction tank 101, so that the sewage and activated sludge are output to the reaction tank 101 along the oblique direction, and the layout direction of the guide groove 107 is parallel to the tangent direction of the inner diameter of the reaction tank 101 and is located at a non-center position. Its main purpose is to make the sewage output from the sewage inlet pipe 105 impact the inner wall of the reaction tank 101 along the tangent direction, so that the sewage in the reaction tank 101 forms a vortex, so that the organic components contained in the sewage move nonlinearly but in a curved path when following the upwelling of the fluid. On the one hand, it increases its movement time in the tank body to ensure sufficient aeration, and on the other hand, it can cooperate with the stirring of the floating bubbles to make the bubbles evenly mixed with the sludge, so that the sludge components are placed in the tank body in a dispersed suspended state.
请参阅图3,在本实施例中的一种优选实施例中,所述回滤机构2还包括刮板208和释流口211,所述套筒207和刮板208固定相接并构成勺型结构,所述刮板208表面还布设有若干个过滤缝,所述释流口211布设于回流管201底部侧,且靠近回转体109一侧设置。Please refer to Figure 3. In a preferred embodiment of the present embodiment, the backfiltration mechanism 2 also includes a scraper 208 and a flow release port 211. The sleeve 207 and the scraper 208 are fixedly connected to form a spoon-shaped structure. A plurality of filtering slits are also arranged on the surface of the scraper 208. The flow release port 211 is arranged on the bottom side of the reflux pipe 201 and is arranged close to one side of the rotating body 109.
本实施例在实际应用时,所述套筒207和刮板208构成勺型结构,所述套筒207一侧的第二传动齿209在与第二齿环103啮合的过程中驱动套筒207在液面上旋转,可将液面上浮动的污泥捞起后,通过过滤缝沥水,并在转动时通过重力作用将污泥倾倒入至上槽口203中,配合所述螺杆206的驱动作用,将污泥组分沿回流管201重新输送至池底,可使污泥均匀分散在池体中并充分与有机物接触。In actual application of this embodiment, the sleeve 207 and the scraper 208 form a spoon-shaped structure. The second transmission tooth 209 on one side of the sleeve 207 drives the sleeve 207 to rotate on the liquid surface during the process of meshing with the second gear ring 103. The sludge floating on the liquid surface can be scooped up and drained through the filter gap. The sludge is poured into the upper groove 203 by gravity during rotation. With the driving action of the screw 206, the sludge components are transported back to the bottom of the pool along the reflux pipe 201, so that the sludge can be evenly dispersed in the pool body and fully contact with organic matter.
请参阅图6,本发明的一种优选实施例中,所述驱动组件3还包括传动盘305、机架306、驱动器307和固定齿盘308,所述传动盘305固定装配于从动盘302一侧,所述机架306固定装配于反应池101上,所述机架306中装配有驱动器307,所述驱动器307与所述支架301装配相接,用于驱动支架301的转动,所述机架306上还固定装配有固定齿盘308,所述固定齿盘308与所述传动盘305啮合相接,用于驱动所述从动盘302的旋转。Please refer to Figure 6. In a preferred embodiment of the present invention, the driving assembly 3 also includes a transmission disk 305, a frame 306, a driver 307 and a fixed gear disk 308. The transmission disk 305 is fixedly assembled on one side of the driven disk 302. The frame 306 is fixedly assembled on the reaction pool 101. The frame 306 is equipped with a driver 307. The driver 307 is assembled and connected with the bracket 301 to drive the rotation of the bracket 301. The frame 306 is also fixedly assembled with a fixed gear disk 308. The fixed gear disk 308 is meshed and connected with the transmission disk 305 to drive the rotation of the driven disk 302.
本实施例在实际应用时,由于所述机架306固定装配于反应池101上,因此驱动器307在旋转过程中可驱动支架301整体旋转,从而带动回流管201和侧导管202同步转动,由于固定齿盘308固定装配于机架306上,因此所述支架301在旋转的过程中,从动盘302一端的传动盘305在与固定齿盘308啮合相接的过程中,可带动曲轴303周向转动,所述曲轴303上套设的驱动臂304与传动盘305构成曲柄摇杆结构,并且在往复运动的过程中,可带动活塞件210在回流管201一侧往复滑动,且所述活塞件210位于最高点位时,活塞件210的底部远离侧导管202一端,以使侧导管202中的污泥组分可连通至回流管201中,并不断旋压至回流管201内,通过活塞件210的压动可使回流管201中的污泥组分沿回流管201运动至释流口211一侧,并通过释流口211释放至池底中,以实现污泥在曝气阶段的循环运动。In actual application of this embodiment, since the frame 306 is fixedly mounted on the reaction pool 101, the driver 307 can drive the support 301 to rotate as a whole during the rotation process, thereby driving the reflux pipe 201 and the side conduit 202 to rotate synchronously. Since the fixed toothed disc 308 is fixedly mounted on the frame 306, the drive disc 305 at one end of the driven disc 302 can drive the crankshaft 303 to rotate in the process of meshing with the fixed toothed disc 308 during the rotation of the support 301. The drive arm 304 sleeved on the crankshaft 303 and the drive disc 305 form a crankshaft. The handle rocker structure can drive the piston member 210 to slide back and forth on one side of the return pipe 201 during the reciprocating motion, and when the piston member 210 is at the highest point, the bottom of the piston member 210 is away from one end of the side conduit 202, so that the sludge components in the side conduit 202 can be connected to the return pipe 201 and continuously rotated into the return pipe 201. The sludge components in the return pipe 201 can be moved along the return pipe 201 to the side of the release port 211 through the pressing of the piston member 210, and released to the bottom of the pool through the release port 211, so as to realize the circulation motion of the sludge in the aeration stage.
请参阅图2和图4,本发明的一种优选实施例中,所述反应池构件1还包括曲面环111,所述曲面环111固定装配于反应池101的内壁上,所述搅流机构4还包括旋齿盘403、清淤板406和抵接件407,所述旋齿盘403限位转动套设于曝气管401上,且一端与所述第三齿环110啮合相接,另一端与所述旋转筒404之间弹性滑动相接,所述旋转筒404上固定装配有清淤板406,且所述旋转筒404末端还固定装配有抵接件407,所述抵接件407朝向曲面环111一侧设置,且与所述曲面环111之间滑动相接。Please refer to Figures 2 and 4. In a preferred embodiment of the present invention, the reaction tank component 1 also includes a curved ring 111, which is fixedly mounted on the inner wall of the reaction tank 101. The agitation mechanism 4 also includes a spiral toothed disk 403, a silt removal plate 406 and an abutment 407. The spiral toothed disk 403 is limitedly rotatably sleeved on the aeration pipe 401, and one end is meshed with the third toothed ring 110, and the other end is elastically slidably connected with the rotating cylinder 404. The silt removal plate 406 is fixedly mounted on the rotating cylinder 404, and the end of the rotating cylinder 404 is also fixedly mounted with an abutment 407, and the abutment 407 is arranged toward one side of the curved ring 111 and is slidably connected with the curved ring 111.
本实施例在实际应用时,由于所述旋齿盘403转动套设于曝气管401上,因此旋齿盘403在旋转过程中一端与第三齿环110啮合相接发生转动,另一端带动其上的旋转筒404同步旋转,所述旋转筒404在旋转时,可利用其上的清淤板406连续刮动池底的积淤组分,使污泥朝向液面层浮动,并且脱离池底后与曝气产生的气泡接触,使污泥组分快速分散至污水中,防止在死角位置堆积形成厌氧泥团,导致污水中的出水氨氮较高,影响后续出水质量。In actual application of this embodiment, since the spiral toothed disk 403 is rotatably sleeved on the aeration pipe 401, one end of the spiral toothed disk 403 is meshed with the third gear ring 110 and rotates during the rotation process, and the other end drives the rotating drum 404 thereon to rotate synchronously. When the rotating drum 404 rotates, the silt-collecting plates 406 thereon can be used to continuously scrape the silt components on the bottom of the pool, so that the sludge floats toward the liquid surface layer, and after leaving the bottom of the pool, it contacts the bubbles generated by aeration, so that the sludge components are quickly dispersed into the sewage, preventing the accumulation of anaerobic mud balls in dead corners, resulting in higher ammonia nitrogen in the effluent of the sewage, affecting the subsequent effluent quality.
请参阅图4,本发明的一种优选实施例中,所述搅流机构4还包括环槽405,所述旋转筒404上阵列布设有若干个环槽405,所述曝气管401上的曝气孔402呈阵列布设,所述旋转筒404用于活动封堵阵列布设的曝气孔402。Please refer to Figure 4. In a preferred embodiment of the present invention, the stirring mechanism 4 also includes an annular groove 405. A plurality of annular grooves 405 are arranged in an array on the rotating cylinder 404. The aeration holes 402 on the aeration tube 401 are arranged in an array. The rotating cylinder 404 is used to flexibly block the aeration holes 402 arranged in an array.
本实施例在实际应用时,当所述曝气管401跟随回转体109在反应池101中转动时,所述旋转筒404末端侧的抵接件407在与曲面环111弹性滑动接触的过程中,可推动旋转筒404做往复滑动,使得任意一个环槽405可在相邻两组曝气孔402之间往复滑动,从而使两相邻的曝气孔402之间呈间歇式导通,使气泡间歇式排出,一方面可增加气泡的混合效果,另一方面通过旋转筒404的往复滑动,可对曝气孔402的通孔位置进行刮动,防止淤泥阻塞气孔,避免池体内的供氧量不均。In actual application of this embodiment, when the aeration tube 401 rotates in the reaction tank 101 following the rotating body 109, the abutment member 407 on the end side of the rotating cylinder 404 can push the rotating cylinder 404 to slide back and forth during the elastic sliding contact with the curved ring 111, so that any annular groove 405 can slide back and forth between two adjacent groups of aeration holes 402, thereby making the two adjacent aeration holes 402 intermittently connected and allowing bubbles to be discharged intermittently, which can increase the mixing effect of the bubbles on the one hand, and on the other hand, the reciprocating sliding of the rotating cylinder 404 can scrape the through-hole position of the aeration hole 402 to prevent silt from blocking the air hole and avoid uneven oxygen supply in the tank body.
本发明上述实施例中提供了一种应用活性污泥处理工艺的污水处理设备,并通过在反应池101中转动布设有回流管201和侧导管202,可捕捉曝气过程中液面上浮动的活性淤泥,并输送至池底与污水充分混合,提升活性污泥与污水的接触面积,同时还可避免常规曝气设备造成的积淤问题,提高污水净化能效。The above-mentioned embodiment of the present invention provides a sewage treatment equipment using an activated sludge treatment process, and by rotatably disposing a return pipe 201 and a side conduit 202 in a reaction tank 101, the activated sludge floating on the liquid surface during the aeration process can be captured and transported to the bottom of the tank to be fully mixed with the sewage, thereby increasing the contact area between the activated sludge and the sewage. At the same time, it can also avoid the siltation problem caused by conventional aeration equipment and improve the energy efficiency of sewage purification.
以上所述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、等同替换和改进等,均应包含在本发明的保护范围之内。The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
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| CN120328697A (en) * | 2025-06-13 | 2025-07-18 | 四川节源征创建设有限公司 | A composite powder carrier process |
| CN120483467A (en) * | 2025-07-16 | 2025-08-15 | 连云港新江环保材料有限公司 | High-concentration organic wastewater treatment device and treatment method for production of ternary acid antirust agent |
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| WO2022057123A1 (en) * | 2020-09-18 | 2022-03-24 | 广东粤海水务投资有限公司 | Double-aeration aerobic granular sludge-membrane bioreactor coupling device and application thereof |
| CN219409455U (en) * | 2023-01-10 | 2023-07-25 | 河南和谐环境科技有限公司 | Sewage treatment aeration system |
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| WO2022057123A1 (en) * | 2020-09-18 | 2022-03-24 | 广东粤海水务投资有限公司 | Double-aeration aerobic granular sludge-membrane bioreactor coupling device and application thereof |
| CN215288410U (en) * | 2020-12-07 | 2021-12-24 | 陈金辉 | Biochemical sewage treatment equipment adopting solid-liquid separation |
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| CN120247327A (en) * | 2025-04-29 | 2025-07-04 | 江苏唐盛纺织科技有限公司 | Energy-saving and environmentally friendly wastewater purification and recycling integrated equipment and working method thereof |
| CN120328697A (en) * | 2025-06-13 | 2025-07-18 | 四川节源征创建设有限公司 | A composite powder carrier process |
| CN120328697B (en) * | 2025-06-13 | 2026-01-16 | 四川节源征创建设有限公司 | Composite powder carrier technology |
| CN120483467A (en) * | 2025-07-16 | 2025-08-15 | 连云港新江环保材料有限公司 | High-concentration organic wastewater treatment device and treatment method for production of ternary acid antirust agent |
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