CN209685518U - Multifunctional integral sewage processor - Google Patents

Multifunctional integral sewage processor Download PDF

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Publication number
CN209685518U
CN209685518U CN201920101207.6U CN201920101207U CN209685518U CN 209685518 U CN209685518 U CN 209685518U CN 201920101207 U CN201920101207 U CN 201920101207U CN 209685518 U CN209685518 U CN 209685518U
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sewage
zone
water outlet
flocculation
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潘丙州
周新建
周志娟
潘健康
安正燕
王明净
彭龙
赵世菊
王历凯
闫征
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Xinxiang Blue Sea Environmental Science And Technology Co Ltd
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Xinxiang Blue Sea Environmental Science And Technology Co Ltd
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Abstract

The utility model discloses a kind of Multifunctional integral sewage processors, the apparatus for treating sewage has used for reference opel oxidation ditch, vertical sedimentation tank and the design feature of biochemical treatment, combine the process characteristic of flocculation, hydrolysis, membrane bioreactor and filtering, it is designed as round pillar integrated steel body structure, inside sets inner cylinder, middle cylinder and outer cylinder.Be seven areas according to its processing technological flow and function division: flocculation sedimentation area, hydrolysis acidification area, oily foam remove area, anoxic zone, biomembrane reaction area, adsorption filtration area and clear water zone, realize the unattended operation being effectively treated and PLC is automatically controlled to different industries, different type sewage, it can also be divided into automatic running according to investment amount and intelligent control is run, it is 250 ton/days that all-in-one processor, which handles largest sewage,.

Description

多功能一体化污水处理器Multifunctional integrated sewage processor

技术领域technical field

本实用新型属于污水处理设备技术领域,具体涉及一种多功能一体化污水处理器,可应用于城镇污水、农村环境连片污水及中小型医院污水等多种工业污水的综合处理。The utility model belongs to the technical field of sewage treatment equipment, and in particular relates to a multifunctional integrated sewage processor, which can be applied to the comprehensive treatment of various industrial sewage such as urban sewage, rural environment continuous sewage, and small and medium-sized hospital sewage.

背景技术Background technique

建设生态文明,优化水资源环境,节约水资源和减少污水污染物排放量是国家的一项重要决策。大中型工业企业和县级以上的城市都已经建设了较为完善的污水处理设施,但是城镇、农村和一些小型工业企业,由于受到各种因素的影响,很多都未建设污水处理设施。即使有些地方和单位建设了污水处理设施,由于处理设施设备和构筑物较多,运行较为不便,再加上人员管理的惰性,导致设施不能正常运行,造成物力和财力的浪费。Building an ecological civilization, optimizing the water resource environment, saving water resources and reducing the discharge of sewage pollutants is an important decision of the country. Large and medium-sized industrial enterprises and cities above the county level have built relatively complete sewage treatment facilities, but towns, rural areas, and some small industrial enterprises have not built sewage treatment facilities due to various factors. Even if some places and units have built sewage treatment facilities, due to the large number of treatment facilities and structures, the operation is inconvenient, coupled with the inertia of personnel management, the facilities cannot operate normally, resulting in waste of material and financial resources.

在此环境保护技术的背景下,鉴于目前污水处理设施的工艺单元较多、设备较多、构筑物较多和操作麻烦的问题,意将各种适用于上述污水处理的工艺优化并集于一体,设计制成多功能一体化污水处理设备,在实现污水处理达标排放的前提下,达到处理稳定可靠、投资经济有效,节能降耗,操作简单的目的,形成PLC自动控制无人值守的多功能一体化污水处理机。In the context of this environmental protection technology, in view of the problems of many process units, equipment, structures and troublesome operation in the current sewage treatment facilities, it is intended to optimize and integrate various processes suitable for the above sewage treatment, The multi-functional integrated sewage treatment equipment is designed to achieve the purpose of stable and reliable treatment, economical and effective investment, energy saving and consumption reduction, and simple operation under the premise of achieving sewage treatment and discharge standards, forming a multi-functional integration with PLC automatic control and unattended operation Chemical sewage treatment machine.

发明内容Contents of the invention

本实用新型解决的技术问题是提供了一种结构简单且设计合理的多功能一体化污水处理器,该污水处理器借鉴了奥贝尔氧化沟、竖流沉淀池和生化处理的结构特点,综合了絮凝、水解、膜生物反应器和过滤的工艺特点,设计为圆形柱式一体化钢体结构,内设内筒、中筒和外筒。按照其处理工艺流程和功能划分为七个区:絮凝沉淀区、水解酸化区、油沫去除区、缺氧区、生物膜反应区、吸附过滤区和清水区,实现了对不同行业、不同类型污水的有效处理和PLC自动控制的无人值守操作,还可按照投资额度分为自动运行和智能控制运行,单体处理机处理污水规模最大为250吨/天。The technical problem solved by the utility model is to provide a multifunctional integrated sewage processor with simple structure and reasonable design. The process characteristics of flocculation, hydrolysis, membrane bioreactor and filtration are designed as a circular column-type integrated steel structure with inner cylinder, middle cylinder and outer cylinder. According to its treatment process and function, it is divided into seven areas: flocculation sedimentation area, hydrolysis acidification area, oil foam removal area, anoxic area, biofilm reaction area, adsorption filtration area and clear water area, which realizes different industries and different types The effective treatment of sewage and the unattended operation of PLC automatic control can also be divided into automatic operation and intelligent control operation according to the investment amount. The maximum sewage treatment scale of a single processor is 250 tons/day.

本实用新型为解决上述技术问题采用如下技术方案,多功能一体化污水处理器,其特征在于包括圆形柱式一体化钢体结构,内设内筒、中筒和外筒,其中内筒由格栅分隔成上下分布的水解酸化区和絮凝沉淀区,絮凝沉淀区上部设有与进水管相连的竖向导流筒,导流筒的下部设有锥形导流板,絮凝沉淀区下部的内筒侧壁上设有出泥口,水解酸化区填充有填料,该填料上附着有水解酸化菌用于提高污水的可生化性,经水解酸化区的污水溢流进入中筒缺氧区,用于进行反硝化去除污水中硝态氮及部分有机物,水解酸化区及缺氧区的上部设有油沫去除区,用于将表面残余的油脂和泡沫经油沫槽收集并通过油沫出口周期性定时排出,经中筒缺氧区的污水依次流经外筒内的曝气区、生物膜反应区、吸附过滤区和清水区,曝气区设有与滤料空气进口相连的曝气器,曝气区底部的外筒侧壁上设有排泥口,生物膜反应区分布有生物填料,吸附过滤区分布有滤料,外筒的顶部设有出水槽,该出水槽通过溢流挡水板与清水区相连通,出水槽内部由溢流隔板分隔成排渣区和出水区,排渣区的出水槽底部设有排渣口,出水区的出水槽底部设有出水口。In order to solve the above technical problems, the utility model adopts the following technical scheme. The multifunctional integrated sewage processor is characterized in that it includes a circular column type integrated steel body structure, and is equipped with an inner cylinder, a middle cylinder and an outer cylinder, wherein the inner cylinder is composed of The grille is divided into a hydrolytic acidification area and a flocculation sedimentation area distributed up and down. The upper part of the flocculation sedimentation area is provided with a vertical guide tube connected to the water inlet pipe, and the lower part of the guide tube is provided with a conical guide plate. There is a mud outlet on the side wall of the cylinder, and the hydrolysis and acidification area is filled with fillers. The filler is attached with hydrolysis and acidification bacteria to improve the biodegradability of the sewage. The sewage overflowing through the hydrolysis and acidification area enters the anoxic area of the middle cylinder for In the process of denitrification to remove nitrate nitrogen and some organic matter in the sewage, an oil foam removal area is set above the hydrolysis acidification area and the anoxic area, which is used to collect the oil and foam remaining on the surface through the oil foam tank and pass through the oil foam outlet cycle The sewage that passes through the anoxic zone of the middle cylinder flows sequentially through the aeration zone, biofilm reaction zone, adsorption filtration zone and clean water zone in the outer cylinder. The aeration zone is equipped with an aerator connected to the air inlet of the filter material. , the side wall of the outer cylinder at the bottom of the aeration area is provided with a mud discharge port, the biofilm reaction area is distributed with biological fillers, the adsorption filtration area is distributed with filter materials, and the top of the outer cylinder is provided with a water outlet, which passes through the overflow baffle. The water plate is connected with the clear water area, and the inside of the water outlet tank is divided into a slag discharge area and a water outlet area by an overflow partition.

进一步优选,所述内筒的底部为倒椎体结构,出泥口设置于倒椎体中部污泥汇集部位的内筒侧壁上。Further preferably, the bottom of the inner cylinder is an inverted cone structure, and the mud outlet is arranged on the side wall of the inner cylinder where the sludge collects in the middle of the inverted cone.

本实用新型所述的多功能一体化污水处理器的处理工艺,其特征在于具体步骤为:首先污水经进水管进入导流筒并经导流板使污水均匀分布在内筒,在絮凝沉淀区沉淀去除污染物,沉淀污泥由出泥口排出,污水经絮凝沉淀区后上升至水解酸化区,在水解酸化区依靠附着在填料上的水解酸化菌提高污水的可生化性,同时截留残余的悬浮物质,并且在沉淀絮凝区和生化处理区起到缓冲衔接作用,经水解酸化区的污水溢流进入中筒缺氧区,用于进行反硝化去除污水中硝态氮及部分有机物,进一步提高污水的可生化性,水解酸化区及缺氧区的上部设有油沫去除区,用于将表面残余的油脂和泡沫经油沫槽收集并通过油沫出口周期性定时排出,经中筒缺氧区的污水依次流经外筒内的曝气区、生物膜反应区、吸附过滤区和清水区通过溢流隔挡水板进入出水槽,在生物膜反应区通过填料上附着生长的生物膜好氧氧化和缺氧反硝化联合去除污水中的污染物,通过滤料过滤截留悬浮物达到出水标准要求,出水槽中的沉淀物由排渣口排出,出水槽中的清水由出水口排出。The treatment process of the multifunctional integrated sewage processor described in the utility model is characterized in that the specific steps are as follows: first, the sewage enters the diversion cylinder through the water inlet pipe, and the sewage is evenly distributed in the inner cylinder through the deflector plate, and the sewage is distributed in the flocculation and sedimentation area. Precipitation removes pollutants, and the precipitated sludge is discharged from the sludge outlet. After passing through the flocculation and sedimentation area, the sewage rises to the hydrolysis and acidification area. Suspended matter, and play a buffering role in the sedimentation flocculation area and biochemical treatment area, the overflow of sewage from the hydrolysis and acidification area enters the anoxic area of the middle tube, and is used for denitrification to remove nitrate nitrogen and some organic matter in the sewage, further improving For the biodegradability of sewage, there is an oil foam removal area on the upper part of the hydrolytic acidification area and the anoxic area, which is used to collect the oil and foam remaining on the surface through the oil foam tank and discharge it periodically and regularly through the oil foam outlet. The sewage in the oxygen zone flows sequentially through the aeration zone, biofilm reaction zone, adsorption filter zone and clean water zone in the outer cylinder and enters the effluent tank through the overflow barrier, and in the biofilm reaction zone, the biofilm grows on the filler. The combination of aerobic oxidation and anoxic denitrification removes the pollutants in the sewage, and the suspended solids are filtered through the filter material to meet the requirements of the effluent standard. The sediment in the effluent tank is discharged from the slag discharge port, and the clear water in the effluent tank is discharged from the water outlet.

本实用新型与现有技术相比具有以下优点:Compared with the prior art, the utility model has the following advantages:

1、整机一体化圆柱形刚体结构美观整洁,消除了污水处理现场杂乱的现象;1. The integrated cylindrical rigid structure of the whole machine is beautiful and tidy, which eliminates the messy phenomenon of the sewage treatment site;

2、整机处理工艺完善,几乎涵盖了所有常规污水处理工艺,故可处理城镇、农村和不同行业、不同类型的工业企业的污水;2. The treatment process of the whole machine is perfect, covering almost all conventional sewage treatment processes, so it can treat sewage from urban, rural, different industries and different types of industrial enterprises;

3、整机运行由PLC自动控制,操作方便,无需人工值守;3. The operation of the whole machine is automatically controlled by PLC, which is easy to operate and does not require manual supervision;

4、整机占地面积小,去除污染物能力强,运行稳定可靠;4. The whole machine occupies a small area, has a strong ability to remove pollutants, and operates stably and reliably;

5、整机投资相对较少,能耗相对较小,运行费用相对较低。5. The investment of the whole machine is relatively small, the energy consumption is relatively small, and the operating cost is relatively low.

附图说明Description of drawings

图1是本实用新型多功能一体化污水处理器的结构示意图;Fig. 1 is a schematic structural view of the multifunctional integrated sewage processor of the present invention;

图2是本实用新型多功能一体化污水处理器污水处理流向图。Fig. 2 is a sewage treatment flow diagram of the multifunctional integrated sewage processor of the present invention.

图中:1-絮凝沉淀区,2-水解酸化区,3-油沫去除区,4-缺氧区,5-生物膜反应区,6-吸附过滤区,7-清水区,8-进水管,9-导流筒,10-导流板,11-出泥口,12-填料,13-油沫槽,14-油沫出口,15-曝气器,16-生物填料,17-滤料空气进口,18-排泥口,19-滤料,20-溢流挡水板,21-出水槽,22-出水口,23-排渣口。In the figure: 1-flocculation sedimentation area, 2-hydrolysis acidification area, 3-oil foam removal area, 4-anoxic area, 5-biofilm reaction area, 6-adsorption filtration area, 7-clear water area, 8-inlet pipe , 9- deflector cylinder, 10- deflector, 11- mud outlet, 12- filler, 13- oil foam tank, 14- oil foam outlet, 15- aerator, 16- biological filler, 17- filter material Air inlet, 18-mud discharge port, 19-filter material, 20-overflow baffle, 21-water outlet, 22-water outlet, 23-slag discharge port.

具体实施方式Detailed ways

结合附图详细描述本实用新型的技术方案,如图1所示,多功能一体化污水处理器,包括圆形柱式一体化钢体结构,内设内筒、中筒和外筒,其中内筒由格栅分隔成上下分布的水解酸化区2和絮凝沉淀区1,絮凝沉淀区1上部设有与进水管8相连的竖向导流筒9,导流筒9的下部设有锥形导流板10,絮凝沉淀区1下部的内筒侧壁上设有出泥口11,水解酸化区2填充有填料12,该填料12上附着有水解酸化菌用于提高污水的可生化性,经水解酸化区2的污水溢流进入中筒缺氧区4,用于进行反硝化去除污水中硝态氮及部分有机物,水解酸化区2及缺氧区4的上部设有油沫去除区3,用于将表面残余的油脂和泡沫经油沫槽13收集并通过油沫出口14周期性定时排出,经中筒缺氧区4的污水依次流经外筒内的曝气区、生物膜反应区5、吸附过滤区6和清水区7,曝气区设有与滤料空气进口17相连的曝气器15,曝气区底部的外筒侧壁上设有排泥口18,生物膜反应区5分布有生物填料16,吸附过滤区6分布有滤料19,外筒的顶部设有出水槽21,该出水槽21通过溢流挡水板20与清水区7相连通,出水槽21内由溢流隔板分隔成排渣区和出水区,排渣区的出水槽21底部设有排渣口23,出水区的出水槽21底部设有出水口22。The technical scheme of the utility model is described in detail in conjunction with the accompanying drawings. As shown in Figure 1, the multi-functional integrated sewage processor includes a circular column-type integrated steel body structure, and an inner cylinder, a middle cylinder and an outer cylinder are arranged inside, wherein the inner cylinder The cylinder is divided into a hydrolytic acidification zone 2 and a flocculation sedimentation zone 1 distributed up and down by a grid. The upper part of the flocculation sedimentation zone 1 is provided with a vertical guide tube 9 connected to the water inlet pipe 8, and the lower part of the guide tube 9 is provided with a conical guide tube. A plate 10, a mud outlet 11 is provided on the side wall of the inner cylinder at the lower part of the flocculation and sedimentation zone 1, and a filler 12 is filled in the hydrolysis and acidification zone 2, and the filler 12 is attached with hydrolysis and acidification bacteria to improve the biodegradability of sewage. The overflow of the sewage in the acidification zone 2 enters the anoxic zone 4 of the middle cylinder, which is used for denitrification to remove nitrate nitrogen and some organic matter in the sewage. The upper part of the hydrolytic acidification zone 2 and the anoxic zone 4 is provided with an oil foam removal zone 3, which is used to The oil and foam remaining on the surface are collected through the oil foam tank 13 and discharged periodically and regularly through the oil foam outlet 14, and the sewage passing through the anoxic zone 4 of the middle cylinder flows through the aeration zone and the biofilm reaction zone 5 in the outer cylinder in sequence , Adsorption filter area 6 and clear water area 7, aeration area is provided with the aerator 15 that links to each other with filter material air inlet 17, and the outer cylinder side wall at the bottom of the aeration area is provided with mud outlet 18, biofilm reaction area 5 Biological fillers 16 are distributed, filter material 19 is distributed in the adsorption filter area 6, and a water outlet tank 21 is provided on the top of the outer cylinder. The flow partition is divided into a slag discharge area and a water outlet area. A slag outlet 23 is provided at the bottom of the water outlet tank 21 in the slag discharge area, and a water outlet 22 is provided at the bottom of the water outlet tank 21 in the water outlet area.

1、多功能一体化污水处理器的处理工艺:1. Treatment process of multi-functional integrated sewage processor:

如图2所示,首先污水经进水管进入导流筒并经导流板使污水均匀分布在内筒,在絮凝沉淀区沉淀去除污染物,沉淀污泥由出泥口排出,污水经絮凝沉淀区后上升至水解酸化区,在水解酸化区依靠附着在填料上的水解酸化菌提高污水的可生化性,同时截留残余的悬浮物质,并且在沉淀絮凝区和生化处理区起到缓冲衔接作用,经水解酸化区的污水溢流进入中筒缺氧区,用于进行反硝化去除污水中硝态氮及部分有机物,进一步提高污水的可生化性,水解酸化区及缺氧区的上部设有油沫去除区,用于将表面残余的油脂和泡沫经油沫槽收集并通过油沫出口周期性定时排出,经中筒缺氧区的污水依次流经外筒内的曝气区、生物膜反应区、吸附过滤区和清水区通过溢流隔挡水板进入出水槽,在生物膜反应区通过填料上附着生长的生物膜好氧氧化和缺氧反硝化联合去除污水中的污染物,通过滤料过滤截留悬浮物达到出水标准要求,出水槽中的沉淀物由排渣口排出,出水槽中的清水由出水口排出。As shown in Figure 2, firstly, the sewage enters the diversion cylinder through the water inlet pipe, and the sewage is evenly distributed in the inner cylinder through the deflector plate, and the pollutants are precipitated and removed in the flocculation and sedimentation area, and the precipitated sludge is discharged from the mud outlet, and the sewage is flocculated and settled Then it rises to the hydrolysis and acidification zone. In the hydrolysis and acidification zone, the hydrolysis and acidification bacteria attached to the filler can improve the biodegradability of sewage, and at the same time retain the residual suspended matter, and play a buffer role in the sedimentation and flocculation zone and the biochemical treatment zone. The overflow of the sewage from the hydrolytic acidification area enters the anoxic area of the middle tube, which is used for denitrification to remove nitrate nitrogen and some organic matter in the sewage, and further improves the biodegradability of the sewage. The upper part of the hydrolytic acidification area and the anoxic area is equipped with The foam removal area is used to collect the residual oil and foam on the surface through the oil foam tank and discharge it periodically and regularly through the oil foam outlet. The sewage passing through the anoxic area of the middle cylinder flows through the aeration area in the outer cylinder and the biofilm reaction in turn. The area, adsorption filter area and clean water area enter the effluent tank through the overflow barrier. In the biofilm reaction area, the aerobic oxidation and anoxic denitrification of the biofilm attached to the filler are used to remove the pollutants in the sewage. Suspended solids are intercepted by material filtration to meet the requirements of the water outlet standard, the sediment in the water outlet is discharged from the slag discharge port, and the clear water in the water outlet is discharged from the water outlet.

对于一般城镇和农村污水:For general urban and rural sewage:

其处理工序为:沉絮凝淀区、水解酸化区、油沫去除区、缺氧区、生物膜反应区、吸附过滤区和清水区;The treatment process is: sedimentation and flocculation area, hydrolysis and acidification area, oil foam removal area, anoxic area, biofilm reaction area, adsorption and filtration area and clear water area;

对于污染物浓度适中的各种工业污水:For various industrial wastewater with moderate concentration of pollutants:

其处理工序为:絮凝沉淀区、水解酸化区、油沫去除区、缺氧区、生物膜反应区、吸附过滤区和清水区;The treatment process is: flocculation sedimentation area, hydrolysis acidification area, oil foam removal area, anoxic area, biofilm reaction area, adsorption filtration area and clear water area;

对于污染物浓度适中的各种工业污水:For various industrial wastewater with moderate concentration of pollutants:

其处理工序为:絮凝沉淀区、水解酸化区、油沫去除区、缺氧区、生物膜反应区、吸附过滤区和清水区。The treatment process is: flocculation sedimentation area, hydrolysis acidification area, oil foam removal area, anoxic area, biofilm reaction area, adsorption filtration area and clear water area.

2、结构设计2. Structural design

该机外观为圆形一体化设计,内部分为内筒中筒和外筒,结构形式为碳钢防腐,外体封闭且除锈喷漆。The appearance of the machine is a circular integrated design, and the interior is divided into an inner cylinder, a middle cylinder and an outer cylinder.

外部设置有进水口、出水口、排泥口、进气口、人孔和观察孔。The outside is provided with water inlet, water outlet, mud discharge port, air inlet, manhole and observation hole.

3、具体实施方式的工艺设计3. The process design of the specific implementation

絮凝沉淀区1:Flocculation and sedimentation zone 1:

絮凝沉淀区由进水管8、导流筒9、导流板10和内筒组成。The flocculation and sedimentation zone is composed of water inlet pipe 8, guide tube 9, guide plate 10 and inner tube.

功能:经沉淀去除污水中的悬浮物质、非溶解性COD、溶解性无机物和胶体物质。Function: Remove suspended matter, insoluble COD, dissolved inorganic matter and colloidal matter in sewage by sedimentation.

沉淀区设计:导流筒9和导流板10按照处理水量,依据《给水排水设计手册》《废水处理工艺设计计算》计算设计,筒体直径大小及各项参数符合《GB50014-2016》标准要求。Sedimentation area design: The guide tube 9 and the guide plate 10 are calculated and designed according to the amount of treated water, according to the "Water Supply and Drainage Design Manual" and "Wastewater Treatment Process Design and Calculation". The diameter of the cylinder and various parameters meet the requirements of the "GB50014-2016" standard .

对于一般生活污水,污水由泵经进水管8打入导流筒9,经导流板10均匀分布在絮凝沉淀区1。该区域可经自然沉淀去除泥沙和较大的固形物,并由出泥口11排出。For general domestic sewage, the sewage is pumped into the guide tube 9 through the water inlet pipe 8, and evenly distributed in the flocculation and sedimentation area 1 through the guide plate 10. This area can remove silt and larger solids through natural sedimentation, and discharge them through the mud outlet 11.

对于浓度适中的工业污水,污水由泵将加过絮凝剂的污水(自动加药)经进水管8打入导流筒9,经导流板10均匀分布在絮凝沉淀区1。经沉淀去除污水中的悬浮物质、非溶解性COD、溶解性无机物和胶体物质,并由出泥口11排出。For industrial sewage with moderate concentration, the sewage with flocculant added (automatic dosing) is pumped into the guide tube 9 through the water inlet pipe 8 by the pump, and evenly distributed in the flocculation and sedimentation area 1 through the guide plate 10. Suspended substances, insoluble COD, dissolved inorganic substances and colloidal substances in the sewage are removed through sedimentation, and are discharged from the mud outlet 11.

对于浓度较高且较难处理的工业污水,污水由泵将加过氧化剂的污水(自动加药)经进水管8打入导流筒9,经导流板10均匀分布在絮凝沉淀区1。污水经氧化处理后可分解大分子有机物提高污水生化性能,絮凝体经沉淀去除污水中的悬浮物质、非溶解性COD、溶解性无机物和胶体物质,并由出泥口11排出,沉淀时间2h,表面负荷为1.5m3/m2 ·h。For industrial sewage with high concentration and difficult treatment, the sewage with oxidant added (automatic dosing) is pumped into the guide tube 9 through the water inlet pipe 8 by the pump, and evenly distributed in the flocculation and sedimentation area 1 through the guide plate 10. After the sewage is oxidized, it can decompose the macromolecular organic matter to improve the biochemical performance of the sewage. The flocs are precipitated to remove the suspended matter, insoluble COD, dissolved inorganic matter and colloidal substances in the sewage, and are discharged from the mud outlet 11. The sedimentation time is 2 hours , the surface load is 1.5m 3 /m 2 ·h.

水解酸化区2:Hydrolytic acidification zone 2:

水解酸化区由填料12及内容组成。The hydrolytic acidification zone is composed of filler 12 and its contents.

功能:提高污水的可生化性,去除污水中残余的悬浮物质。Function: Improve the biodegradability of sewage and remove residual suspended matter in sewage.

水解酸化区:设计按照《水解酸化反应器污水处理工程技术规范》(HJ2047-2015)设计并符合要求。Hydrolytic acidification area: designed according to the "Technical Specifications for Hydrolytic Acidification Reactor Sewage Treatment Engineering" (HJ2047-2015) and met the requirements.

填料选择表面积较大的组合填料,其具有软性及半软性的结构特点,在污水中丝束分散均匀,易挂膜、脱膜,对污水浓度变化适应性好,水解酸化区的停留时间大于2h。The filler chooses a combination filler with a large surface area, which has the characteristics of soft and semi-soft structure. The tow is evenly dispersed in the sewage, easy to hang and release the film, and has good adaptability to the change of sewage concentration. The residence time of the hydrolysis and acidification zone more than 2h.

油沫去除区3:Grease removal zone 3:

该区为设备的独特设计,可有效去除经前期处理后浮于污水表面残余的油脂、泡沫等,表面残余的油脂或泡沫经油沫槽13收集后,按照程序设计的时间周期性定时通过油沫出口14排出。This area is a unique design of the equipment, which can effectively remove the residual grease and foam on the surface of the sewage after the pre-treatment. The foam outlet 14 is discharged.

缺氧区4:Hypoxic zone 4:

功能:反硝化去除硝态氮同时去除部分BOD。进一步提高污水的可生化性。Function: denitrification removes nitrate nitrogen and removes part of BOD at the same time. Further improve the biodegradability of sewage.

缺氧区设计:按照《厌氧、缺氧、好氧活性污泥法污水处理工程技术规范》(HJ576-2010)设计并符合要求。Design of anoxic zone: designed in accordance with "Technical Specifications for Anaerobic, Anoxic and Aerobic Activated Sludge Process Sewage Treatment Engineering" (HJ576-2010) and met the requirements.

生物膜反应区5和吸附过滤区6:Biofilm reaction zone 5 and adsorption filtration zone 6:

功能:依靠滤料(填料)上附着生长的生物膜好氧氧化和缺氧反硝化等生物化学作用联合去除污水中的污染物质,通过过滤截留悬浮物质达到出水标准要求。Function: Rely on the biochemical action of aerobic oxidation and anoxic denitrification of the biofilm attached to the filter material (filler) to jointly remove pollutants in sewage, and filter and intercept suspended substances to meet the requirements of effluent standards.

该区由曝气器15、生物填料16、滤料空气进口17、排泥口18、滤料19和外筒组成。This zone is composed of aerator 15, biological filler 16, filter material air inlet 17, mud discharge port 18, filter material 19 and outer cylinder.

生物膜膜反应区设计:按照《内循环好氧生物流化床污水处理工程技术规范》(HJ2021-2012)、《生物滤池法污水处理工程技术规范》(HJ2014-2012)设计,各项参数符合《室外排水技术规范》(GB50014-2016)标准要求,生物填料的容积负荷为2kgBOD/m3.h,填料高度为3米,停留时间为3.5h。Design of biofilm membrane reaction zone: designed according to "Technical Specifications for Internal Circulation Aerobic Biological Fluidized Bed Sewage Treatment Engineering" (HJ2021-2012), "Technical Specifications for Biofilter Method Sewage Treatment Engineering" (HJ2014-2012), and various parameters It complies with the standard requirements of "Technical Specifications for Outdoor Drainage" (GB50014-2016), the volume load of biological filler is 2kgBOD/m 3. h, the height of the filler is 3 meters, and the residence time is 3.5h.

滤料选择比表面积大吸附性强、空隙率高、密度合适、质轻且有足够机械强度的均质材料,承托层滤料的材质具有良好的机械强度和化学稳定性。根据污水水质情况确定其填料层高度和粒径。符合《室外排水技术规范》(GB50014-2016)规定要求,滤料的表面负荷为0.8m3/m2.h。The filter material chooses a homogeneous material with large specific surface area, strong adsorption, high porosity, appropriate density, light weight and sufficient mechanical strength. The material of the supporting layer filter material has good mechanical strength and chemical stability. Determine the height and particle size of the filler layer according to the water quality of the sewage. It complies with the requirements of the "Technical Specifications for Outdoor Drainage" (GB50014-2016), and the surface load of the filter material is 0.8m 3 /m 2. h.

清水区7:Qingshui District 7:

功能:储存处理后的污水并进一步澄清,为排出起到缓冲衔接作用。Function: Store the treated sewage and further clarify it, and play a role of buffering and connecting for discharge.

该清水区由出水挡板槽20、出水槽21、出水口22、排渣口23和外筒组成。The clean water area is composed of a water outlet baffle groove 20, a water outlet groove 21, a water outlet 22, a slag discharge outlet 23 and an outer cylinder.

清水区设计:按照《内循环好氧生物流化床污水处理工程技术规范》(HJ2021-2012)、《生物滤池法污水处理工程技术规范》(HJ2014-2012)设计,参数符合《室外排水技术规范》(GB50014-2016)标准要求。Design of clear water area: designed in accordance with "Technical Specifications for Internal Circulation Aerobic Biological Fluidized Bed Sewage Treatment Engineering" (HJ2021-2012), "Technical Specifications for Biological Filter Method Sewage Treatment Engineering" (HJ2014-2012), and the parameters conform to "Outdoor Drainage Technology "Specification" (GB50014-2016) standard requirements.

以上显示和描述了本实用新型的基本原理,主要特征和优点,在不脱离本实用新型精神和范围的前提下,本实用新型还有各种变化和改进,这些变化和改进都落入要求保护的本实用新型的范围。The basic principles, main features and advantages of the present utility model have been shown and described above. On the premise of not departing from the spirit and scope of the present utility model, the present utility model also has various changes and improvements, and these changes and improvements all fall into the claims. The scope of the utility model.

Claims (2)

1.多功能一体化污水处理器,其特征在于包括圆形柱式一体化钢体结构,内设内筒、中筒和外筒,其中内筒由格栅分隔成上下分布的水解酸化区和絮凝沉淀区,絮凝沉淀区上部设有与进水管相连的竖向导流筒,导流筒的下部设有锥形导流板,絮凝沉淀区下部的内筒侧壁上设有出泥口,水解酸化区填充有填料,该填料上附着有水解酸化菌用于提高污水的可生化性,经水解酸化区的污水溢流进入中筒缺氧区,用于进行反硝化去除污水中硝态氮及部分有机物,水解酸化区及缺氧区的上部设有油沫去除区,用于将表面残余的油脂和泡沫经油沫槽收集并通过油沫出口周期性定时排出,经中筒缺氧区的污水依次流经外筒内的曝气区、生物膜反应区、吸附过滤区和清水区,曝气区设有与滤料空气进口相连的曝气器,曝气区底部的外筒侧壁上设有排泥口,生物膜反应区分布有生物填料,吸附过滤区分布有滤料,外筒的顶部设有出水槽,该出水槽通过溢流挡水板与清水区相连通,出水槽内部由溢流隔板分隔成排渣区和出水区,排渣区的出水槽底部设有排渣口,出水区的出水槽底部设有出水口。1. The multi-functional integrated sewage processor is characterized in that it includes a circular column-type integrated steel body structure, with an inner cylinder, a middle cylinder and an outer cylinder inside, wherein the inner cylinder is divided into a hydrolytic acidification zone distributed up and down by a grille and a Flocculation and sedimentation area, the upper part of the flocculation and sedimentation area is provided with a vertical guide tube connected to the water inlet pipe, the lower part of the guide tube is provided with a conical deflector, and the lower part of the flocculation sedimentation area is provided with a mud outlet on the side wall of the inner cylinder. The acidification area is filled with fillers, and the fillers are attached with hydrolytic acidification bacteria to improve the biodegradability of sewage. The overflow of sewage from the hydrolytic acidification area enters the anoxic area of the middle tube, and is used for denitrification to remove nitrate nitrogen and Part of the organic matter, the upper part of the hydrolysis acidification zone and the anoxic zone is equipped with an oil foam removal area, which is used to collect the oil and foam remaining on the surface through the oil foam tank and periodically discharge it through the oil foam outlet, and pass through the anoxic area of the middle cylinder. Sewage flows through the aeration zone, biofilm reaction zone, adsorption filter zone and clean water zone in the outer cylinder in turn. The aeration zone is equipped with an aerator connected to the air inlet of the filter material. There is a mud discharge port, biological fillers are distributed in the biofilm reaction area, filter materials are distributed in the adsorption filtration area, and a water outlet is provided on the top of the outer cylinder. It is divided into a slag discharge area and a water outlet area by an overflow partition. A slag discharge port is provided at the bottom of the water outlet in the slag discharge area, and a water outlet is provided at the bottom of the water outlet tank in the water outlet area. 2.根据权利要求1所述的多功能一体化污水处理器,其特征在于:所述内筒的底部为倒椎体结构,出泥口设置于倒椎体中部污泥汇集部位的内筒侧壁上。2. The multifunctional integrated sewage processor according to claim 1, characterized in that: the bottom of the inner cylinder is an inverted cone structure, and the mud outlet is arranged on the inner cylinder side of the sludge collection part in the middle of the inverted cone on the wall.
CN201920101207.6U 2019-01-22 2019-01-22 Multifunctional integral sewage processor Expired - Fee Related CN209685518U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109626749A (en) * 2019-01-22 2019-04-16 新乡市蓝海环境科技有限公司 Multifunctional integral sewage processor and its treatment process
CN114621854A (en) * 2022-02-28 2022-06-14 爱铭建筑(国际)有限公司 A hydrolysis acidification system for kitchen garbage anaerobism methane-generating is handled

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109626749A (en) * 2019-01-22 2019-04-16 新乡市蓝海环境科技有限公司 Multifunctional integral sewage processor and its treatment process
CN114621854A (en) * 2022-02-28 2022-06-14 爱铭建筑(国际)有限公司 A hydrolysis acidification system for kitchen garbage anaerobism methane-generating is handled

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