CN202849218U - Widely used and efficient buried sewage treatment equipment - Google Patents
Widely used and efficient buried sewage treatment equipment Download PDFInfo
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- CN202849218U CN202849218U CN201220563700.8U CN201220563700U CN202849218U CN 202849218 U CN202849218 U CN 202849218U CN 201220563700 U CN201220563700 U CN 201220563700U CN 202849218 U CN202849218 U CN 202849218U
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- 239000010865 sewage Substances 0.000 title claims abstract description 36
- 239000004744 fabric Substances 0.000 claims abstract description 38
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 35
- 238000004062 sedimentation Methods 0.000 claims abstract description 19
- 239000000945 filler Substances 0.000 claims abstract description 16
- 239000000835 fiber Substances 0.000 claims abstract description 15
- 230000003647 oxidation Effects 0.000 claims abstract description 12
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 12
- 230000003301 hydrolyzing effect Effects 0.000 claims abstract description 7
- 230000020477 pH reduction Effects 0.000 claims abstract description 7
- 238000005192 partition Methods 0.000 claims abstract description 4
- 238000000034 method Methods 0.000 claims description 9
- 239000005416 organic matter Substances 0.000 claims description 8
- 244000005700 microbiome Species 0.000 claims description 3
- 239000002245 particle Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 2
- 238000011010 flushing procedure Methods 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 239000003344 environmental pollutant Substances 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 3
- 231100000719 pollutant Toxicity 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 2
- 238000012856 packing Methods 0.000 abstract 1
- 238000001914 filtration Methods 0.000 description 10
- 238000011001 backwashing Methods 0.000 description 8
- 238000005406 washing Methods 0.000 description 6
- 239000010802 sludge Substances 0.000 description 4
- 230000007613 environmental effect Effects 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000010408 sweeping Methods 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000010840 domestic wastewater Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007062 hydrolysis Effects 0.000 description 1
- 238000006460 hydrolysis reaction Methods 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 244000144972 livestock Species 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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- 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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- Biological Treatment Of Waste Water (AREA)
Abstract
本实用新型涉及一种地埋式污水处理设备,尤其涉及一种用途广泛高效的地埋式污水处理设备。其技术方案为:该设备为箱体结构,中间由隔板分成三层;第一格为填充有填料的水解酸化池;第二格为生物接触氧化池;第三格为沉淀池;其特征在于再在现有的沉淀池后加一格箱体,作为滤布滤池,滤池中布设有纤维滤片,集水管,移动吸泥系统、排泥槽。本实用新型的有益效果为:(1)可使出水达到《城镇污水处理厂污染物排放标准》GB18918-2002一级A标准,适用范围更广;(2)设备结构一体化设计,工程造价低;(3)设备总装机功率低,降低配套设备造价;(4)池中的填料和滤片组件采用标准化、模块化设计,安装精度高,维护更换简单方便,可扩展性强。
The utility model relates to an underground sewage treatment equipment, in particular to an underground sewage treatment equipment with wide application and high efficiency. Its technical scheme is: the equipment is a box structure, and the middle is divided into three layers by a partition; the first cell is a hydrolytic acidification tank filled with filler; the second cell is a biological contact oxidation tank; the third cell is a sedimentation tank; its characteristics It is to add a box body behind the existing sedimentation tank as a filter cloth filter tank, and the filter tank is equipped with fiber filter sheets, water collection pipes, mobile mud suction system, and mud discharge tank. The beneficial effects of the utility model are as follows: (1) the effluent can reach the first-class A standard of GB18918-2002 Pollutant Discharge Standard for Urban Sewage Treatment Plants, and the scope of application is wider; (2) the equipment structure is integrated design, and the project cost is low (3) The total installed power of the equipment is low, which reduces the cost of supporting equipment; (4) The packing and filter components in the pool adopt standardized and modular design, with high installation accuracy, simple and convenient maintenance and replacement, and strong scalability.
Description
技术领域technical field
本实用新型涉及一种地埋式污水处理设备,尤其涉及一种用途广泛高效的地埋式污水处理设备;其主要用于宾馆、学校、住宅小区、高速公路、铁路等生活污水的处理以及牲畜加工厂、鲜奶加工厂等生活废水的处理。The utility model relates to a buried sewage treatment equipment, in particular to a widely used and efficient buried sewage treatment equipment; it is mainly used for the treatment of domestic sewage in hotels, schools, residential quarters, highways, railways, etc., as well as livestock Treatment of domestic wastewater in processing plants, fresh milk processing plants, etc.
背景技术Background technique
目前市场上普遍采用的地埋式污水处理设备大多采用水解酸化-生物接触氧化-沉淀工艺,设备为箱体结构,中间由隔板分成三格。第一格为填充有填料的水解酸化池,该池的作用是将污水中难生物降解的大分子有机物水解为易降解的小分子有机物,利于后续生物处理的进行;第二格为生物接触氧化池,池内填充填料,由鼓风机向池内曝气,经过曝气的污水流经填料格使填料表面长满生物膜,污水和生物膜接触的过程中有机物被微生物降解去除;第三格为沉淀池,生物接触氧化池的出水中含有脱落的生物膜和少量悬浮物,在沉淀池中,脱落的生物膜和悬浮物沉淀在池底,通过排泥排出,清水通过溢流堰流出,污水得到净化。该设备工艺成熟、投资较小、用途广泛,深受用户的欢迎。最近几年,随着国家对环保要求的提高,有些地方要求处理出水达到《城镇污水处理厂污染物排放标准》GB18918-2002一级A标准,以满足环境要求或用户回用的需要,但由于一体化设备采用传统二级生物处理方法,其处理出水只能达到GB18918-2002一级B标准,无法满足环保的要求,这一特点使得一体化设备的使用受到限制。At present, most of the buried sewage treatment equipment commonly used in the market adopts the hydrolytic acidification-biological contact oxidation-sedimentation process. The equipment is a box structure, and the middle is divided into three compartments by a partition. The first cell is a hydrolytic acidification pool filled with fillers. The function of this pool is to hydrolyze the refractory macromolecular organic matter in sewage into easily degradable small molecular organic matter, which is beneficial to the subsequent biological treatment; the second cell is biological contact oxidation Pool, the pool is filled with filler, and the blower is used to aerate the pool, and the aerated sewage flows through the filler grid to make the surface of the filler covered with biofilm, and the organic matter is degraded and removed by microorganisms during the contact process between sewage and biofilm; the third grid is the sedimentation tank , the effluent of the biological contact oxidation tank contains detached biofilm and a small amount of suspended matter. In the sedimentation tank, the detached biofilm and suspended matter settle at the bottom of the tank and are discharged through mud discharge. Clean water flows out through the overflow weir, and the sewage is purified. . The equipment has mature technology, small investment and wide range of uses, and is very popular among users. In recent years, with the improvement of the country's environmental protection requirements, some places require the treated water to meet the "Urban Sewage Treatment Plant Pollutant Discharge Standard" GB18918-2002 Grade A standard to meet the environmental requirements or the needs of users for reuse, but due to The integrated equipment adopts the traditional two-stage biological treatment method, and the treated water can only meet the GB18918-2002 Class B standard, which cannot meet the requirements of environmental protection. This feature limits the use of the integrated equipment.
实用新型内容Utility model content
为了克服现有的地埋式污水处理设备不能达到一级A标准的不足,本实用新型提供一种用途广泛高效的地埋式污水处理设备,该设备不仅处理出水水质稳定优良,满足污水排放与回用的要求,而且造价和运行费用低,管理维护简单方便。In order to overcome the deficiency that the existing buried sewage treatment equipment cannot meet the first-class A standard, the utility model provides a widely used and efficient buried sewage treatment equipment. Reuse requirements, and the cost and operating costs are low, and the management and maintenance are simple and convenient.
为解决上述技术问题,本实用新型采用的技术方案是:In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is:
用途广泛高效的地埋式污水处理设备,该设备为箱体结构,中间由隔板分成三格;第一格为填充有填料的水解酸化池;第二格为生物接触氧化池,池内填充填料,由鼓风机向池内曝气,经过曝气的污水流经填料格使填料表面长满生物膜,污水和生物膜接触的过程中有机物被微生物降解去除;第三格为沉淀池,生物接触氧化池的出水中含有脱落的生物膜和少量悬浮物,在沉淀池中,脱落的生物膜和悬浮物沉淀在池底,通过排泥排出,清水通过溢流堰流出,污水得到净化;其特征在于再在现有的沉淀池后加一格箱体,作为滤布滤池,滤池中布设有纤维滤片,集水管,移动吸泥系统、排泥槽。Widely used and efficient buried sewage treatment equipment, the equipment is a box structure, divided into three compartments by a partition in the middle; the first compartment is a hydrolytic acidification tank filled with fillers; the second compartment is a biological contact oxidation tank filled with fillers , the blower is aerated into the tank, and the aerated sewage flows through the filler grid to make the filler surface covered with biofilm, and the organic matter is degraded and removed by microorganisms during the contact process between the sewage and the biofilm; the third grid is a sedimentation tank, a biological contact oxidation tank The effluent contains exfoliated biofilm and a small amount of suspended matter. In the sedimentation tank, the exfoliated biofilm and suspended matter settle at the bottom of the pond and are discharged through mud discharge. The clear water flows out through the overflow weir and the sewage is purified; it is characterized in that A box body is added behind the existing sedimentation tank as a filter cloth filter tank, and fiber filter sheets, water collection pipes, mobile mud suction system and mud discharge tank are arranged in the filter tank.
在本实用新型中,所述纤维滤片是离子纤维滤片。该滤片可以大量拦截吸附经沉淀池未去除的絮体,提高设备的固液分离能力,使出水水质提高,出水稳定性良好。In the utility model, the fiber filter is an ion fiber filter. The filter can intercept and adsorb a large amount of flocs that have not been removed by the sedimentation tank, improve the solid-liquid separation ability of the equipment, improve the quality of the effluent, and have good stability of the effluent.
在本实用新型中,所述滤布为可截留粒径为微米级的颗粒的专用滤布,该专用滤布材料结构上添加了耐磨刷离子电荷。避免了常规滤布仅有表面电荷涂层而容易被冲刷的缺点,使过滤效果更好,清洗更干净彻底。In the utility model, the filter cloth is a special filter cloth capable of retaining micron-sized particles, and the material structure of the special filter cloth is added with wear-resistant brush ion charges. It avoids the disadvantage that the conventional filter cloth only has a surface charge coating and is easy to be washed away, so that the filtering effect is better and the cleaning is more thorough.
在本实用新型中,所述滤布设在滤框上,所述集水管设在所述滤框外,所述移动吸泥系统为吸泥泵,所述滤池内还设有冲洗行车。In the present utility model, the filter cloth is arranged on the filter frame, the water collecting pipe is arranged outside the filter frame, the mobile dredging system is a dredging pump, and a washing crane is also installed in the filter tank.
在本实用新型中,所述滤布设在滤框的双侧。In the utility model, the filter cloth is arranged on both sides of the filter frame.
离子纤维滤布滤池通过特殊结构设计,大大增加过滤面积,采用双侧过滤模式,可节约常规滤池的滤层、支撑层及集水系统所需的空间,使过滤面积扩大,大大降低占地面积,使一体化设备的体积最小化;离子纤维滤布滤池采用线状移动冲洗的方式,使得清洗过程和过滤过程可以同时进行,滤池冲洗时,采用行车带动吸泥泵作线状扫洗,负压抽吸黏附在滤片上的污物,省去了常规的大功率水泵等反冲洗设备。The ionic fiber filter cloth filter greatly increases the filtration area through a special structural design, and adopts a double-sided filtration mode, which can save the space required for the filter layer, support layer and water collection system of the conventional filter, expand the filtration area, and greatly reduce the occupied area. The floor area minimizes the volume of the integrated equipment; the ionic fiber filter cloth filter adopts a linear moving washing method, so that the cleaning process and the filtering process can be carried out at the same time. Sweeping, negative pressure suction of dirt adhered to the filter, eliminating the need for conventional high-power pumps and other backwashing equipment.
总体上,在保留现有地埋式污水处理设备的构造,再在现有设备的沉淀池后加一格箱体,作为离子纤维滤布滤池,滤池中布设纤维滤布,经沉淀处理的污水自流进入滤布滤池,水流在压力作用下从滤片两侧由外而内地通过滤布进行过滤,未经沉淀池去除的生物膜絮体和水中的悬浮物被滤布拦截,污水得到净化,净化后的污水由滤框中的小孔及底部的出水管收集,最后通过出水堰溢入出水口,实现提高出水水质的目的。随着过滤的进行,悬浮物逐渐在滤布表面积累,过滤速度逐渐减小,池内水位逐渐上升。当水位上升到预定水位时,开始进行负压抽吸反冲洗,反冲洗时滤片固定不动,随着移动冲洗行车的移动和吸泥泵的启动,开始对滤片上的污泥进行线状扫吸,吸出的泥水由水泵排入污泥池,行车移动一个行程后,滤布被清洗干净,系统可全自动运行。In general, while retaining the structure of the existing buried sewage treatment equipment, a box is added behind the sedimentation tank of the existing equipment as an ionic fiber filter cloth filter tank. Fiber filter cloth is arranged in the filter tank, and after sedimentation treatment The sewage flows into the filter cloth filter by itself, and the water flows through the filter cloth from the outside to the inside under pressure to filter the filter cloth. The biofilm flocs and suspended solids in the water that have not been removed by the sedimentation tank are intercepted by the filter cloth, and the sewage The purified sewage is collected by the small holes in the filter frame and the outlet pipe at the bottom, and finally overflows into the outlet through the outlet weir to achieve the purpose of improving the quality of the outlet water. As the filtration progresses, the suspended matter gradually accumulates on the surface of the filter cloth, the filtration speed gradually decreases, and the water level in the pool gradually rises. When the water level rises to the predetermined water level, negative pressure suction backwashing starts, and the filter piece is fixed during backwashing. With the movement of the mobile washing machine and the start of the suction pump, the sludge on the filter piece starts to be lined. Sweeping suction, the suctioned muddy water is discharged into the sludge tank by the water pump, and the filter cloth is cleaned after the driving moves a stroke, and the system can be fully automatic.
综上所述,本实用新型的有益效果是:In summary, the beneficial effects of the utility model are:
(1)出水水质稳定优良,用该设备处理生活污水和与生活污水性质相似的工业废水,无需增加其他处理设施,可使出水达到《城镇污水处理厂污染物排放标准》GB18918-2002一级A标准,适用范围更广;(1) The quality of the effluent is stable and excellent. Using this equipment to treat domestic sewage and industrial wastewater similar in nature to domestic sewage does not require additional treatment facilities, so that the effluent can meet the "Pollutant Discharge Standards for Urban Sewage Treatment Plants" GB18918-2002 Class A standard, with a wider scope of application;
(2)设备结构一体化设计,简单紧凑,附属设备少,所有部件在车间加工组装,与传统的土建池相比,施工不受天气影响,工期短,且工程造价低;(2) The integrated design of the equipment structure is simple and compact, with less auxiliary equipment, and all components are processed and assembled in the workshop. Compared with the traditional civil engineering pool, the construction is not affected by the weather, the construction period is short, and the project cost is low;
(3)设备总装机功率低,运行费用低,反冲洗耗水量少,吸洗耗水率小于1%,设备可在反冲洗时连续过滤,减少过滤时间,节省反冲洗设备,降低配套设备造价;(3) The total installed power of the equipment is low, the operating cost is low, the water consumption of backwashing is small, and the water consumption rate of suction and washing is less than 1%. The equipment can filter continuously during backwashing, reduce the filtration time, save backwashing equipment, and reduce the cost of supporting equipment ;
(4)生物接触氧化池中的填料和离子纤维滤布滤池中的滤片组件采用标准化、模块化设计,安装精度高,维护更换简单方便,可扩展性强。(4) The filler in the biological contact oxidation tank and the filter assembly in the ionic fiber filter cloth filter adopt standardized and modular design, with high installation precision, simple and convenient maintenance and replacement, and strong scalability.
附图说明Description of drawings
下面结合附图及具体实施方式对本实用新型作进一步详细说明。The utility model will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.
图1是本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2是图1的俯视图;Fig. 2 is the top view of Fig. 1;
图3是图1的A-A剖面放大图;Fig. 3 is the enlarged view of the A-A section of Fig. 1;
图4是图1的B-B剖面放大图。Fig. 4 is an enlarged view of the section B-B in Fig. 1 .
图中标识,水解酸化池1、人孔2、生物接触氧化池3、沉淀池4、滤布滤池5、一体化设备6、填料7、滤框8、滤布9、吸泥泵10、吸泥管11、冲洗行车12、集水管13、出水堰14、排泥槽15。Marked in the figure, hydrolytic acidification tank 1,
具体实施方式Detailed ways
请参见图1至4,在一体化设备6上设有水解酸化池1、人孔2、生物接触氧化池3、沉淀池4,再于其上多设一格箱体,作为离子纤维滤布滤池5,离子纤维滤布滤池5中布设滤框8、纤维滤布9、集水管13、移动行车12、吸泥泵10和排泥槽15。污水在水解酸化池1中水解酸化,将大分子有机物降解为小分子有机物,再经生物接触氧化池3内填料7上附着的生物膜对污水中的有机物进一步降解,生物接触氧化池3的出水中含有脱落的生物膜和少量悬浮物,在沉淀池中4,脱落的生物膜和悬浮物沉淀在池底,通过排泥排出,清水通过溢流堰流出,沉淀池4处理后的水自流进入滤布滤池5,水流在压力作用下从滤布9两侧由外而内地通过滤布9进行过滤,滤后水由滤框8中的小孔及底部的集水管13收集,最后通过出水堰14溢入出水口,通过出水口达标排放。Please refer to Figures 1 to 4, the integrated
随着过滤的进行,悬浮物逐渐在滤布9表面积累,过滤速度逐渐减小,池内水位逐渐上升。当水位上升到预定水位时,开始进行负压抽吸反冲洗,反冲洗时滤布9固定不动,随着移动冲洗行车12的移动和吸泥泵10的启动,开始对滤片9上的污泥进行线状扫吸,泥水由吸泥泵10通过吸泥管11吸出并排入污泥池,行车12移动一个行程后,滤布9被清洗干净,系统可全自动运行。As the filtration progresses, the suspended matter gradually accumulates on the surface of the filter cloth 9, the filtration speed gradually decreases, and the water level in the pool gradually rises. When the water level rises to the predetermined water level, negative pressure suction backwashing is started, and the filter cloth 9 is fixed during backwashing. With the movement of the
Claims (5)
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105060644A (en) * | 2015-08-14 | 2015-11-18 | 湖南新九方科技有限公司 | Mounting method for integrated advanced sewage treatment device and advanced sewage treatment method |
| CN108658394A (en) * | 2018-06-22 | 2018-10-16 | 东莞市小雨荷餐饮管理有限公司 | Domestic sewage pretreatment device |
| CN108862614A (en) * | 2018-07-20 | 2018-11-23 | 上海交通大学 | A kind of device and method promoting unhurried current river water body sensible quality |
| CN110357258A (en) * | 2019-08-30 | 2019-10-22 | 邓韶光 | A kind of sewage treatment filler and its mounting device |
-
2012
- 2012-10-30 CN CN201220563700.8U patent/CN202849218U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105060644A (en) * | 2015-08-14 | 2015-11-18 | 湖南新九方科技有限公司 | Mounting method for integrated advanced sewage treatment device and advanced sewage treatment method |
| CN108658394A (en) * | 2018-06-22 | 2018-10-16 | 东莞市小雨荷餐饮管理有限公司 | Domestic sewage pretreatment device |
| CN108862614A (en) * | 2018-07-20 | 2018-11-23 | 上海交通大学 | A kind of device and method promoting unhurried current river water body sensible quality |
| CN110357258A (en) * | 2019-08-30 | 2019-10-22 | 邓韶光 | A kind of sewage treatment filler and its mounting device |
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