CN108793645A - Integrated domestic sewage treatment system - Google Patents
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- 239000010865 sewage Substances 0.000 title claims abstract description 81
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 167
- 239000012528 membrane Substances 0.000 claims abstract description 101
- 238000005273 aeration Methods 0.000 claims abstract description 56
- 238000011010 flushing procedure Methods 0.000 claims abstract description 34
- 238000004042 decolorization Methods 0.000 claims abstract description 27
- 238000004659 sterilization and disinfection Methods 0.000 claims abstract description 24
- 230000001105 regulatory effect Effects 0.000 claims abstract description 18
- 241000894006 Bacteria Species 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 10
- 230000007246 mechanism Effects 0.000 claims description 9
- 239000000645 desinfectant Substances 0.000 claims description 7
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 claims description 6
- 230000008569 process Effects 0.000 claims description 4
- 238000005406 washing Methods 0.000 claims description 2
- 238000011001 backwashing Methods 0.000 abstract description 14
- 238000004140 cleaning Methods 0.000 abstract description 10
- 239000007789 gas Substances 0.000 description 33
- 239000012535 impurity Substances 0.000 description 17
- 238000001914 filtration Methods 0.000 description 11
- 238000010586 diagram Methods 0.000 description 9
- 239000010802 sludge Substances 0.000 description 9
- 230000001681 protective effect Effects 0.000 description 8
- 238000005086 pumping Methods 0.000 description 5
- 238000003860 storage Methods 0.000 description 4
- 238000000967 suction filtration Methods 0.000 description 4
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 238000005457 optimization Methods 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 238000000746 purification Methods 0.000 description 3
- 239000004433 Thermoplastic polyurethane Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- OSVXSBDYLRYLIG-UHFFFAOYSA-N dioxidochlorine(.) Chemical compound O=Cl=O OSVXSBDYLRYLIG-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229920001971 elastomer Polymers 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000020477 pH reduction Effects 0.000 description 2
- 229920002803 thermoplastic polyurethane Polymers 0.000 description 2
- 239000004155 Chlorine dioxide Substances 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000019398 chlorine dioxide Nutrition 0.000 description 1
- 230000000593 degrading effect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000000806 elastomer Substances 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 238000012958 reprocessing Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/50—Treatment of water, waste water, or sewage by addition or application of a germicide or by oligodynamic treatment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/78—Treatment of water, waste water, or sewage by oxidation with ozone
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/14—Maintenance of water treatment installations
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- 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
-
- 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
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
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- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
本发明公开了一体化生活污水处理系统,包括依次连接的进水管、调节池、生化池、膜生物反应池、消毒脱色池与出水管;膜生物反应池设有膜生物过滤器,膜生物过滤器下方设置有用于冲洗膜生物过滤器的膜曝气冲洗装置。本发明对生活污水进行了有效的净化处理;膜曝气冲洗装置可在不开启反冲洗装置的情况下,可实现对膜生物过滤器的清洗,提高了污水处理效率,增加了设备使用寿命。
The invention discloses an integrated domestic sewage treatment system, comprising sequentially connected water inlet pipes, regulating tanks, biochemical tanks, membrane bioreaction tanks, disinfection and decolorization tanks and outlet pipes; A membrane aeration and flushing device for flushing the membrane biological filter is arranged below the device. The invention effectively purifies domestic sewage; the membrane aeration flushing device can realize the cleaning of the membrane biological filter without opening the backwashing device, improves the sewage treatment efficiency, and prolongs the service life of the equipment.
Description
技术领域technical field
本发明涉及污水处理技术领域,尤其涉及一体化生活污水处理系统。The invention relates to the technical field of sewage treatment, in particular to an integrated domestic sewage treatment system.
背景技术Background technique
随着社会经济的不断发展,城镇生活污水的处理量与处理要求不断提高,生活污水处理系统也在不断更新完善。生活污水处理是通过专业的处理污水的设备对生活中产生的污水进行处理,使生活污水达到排放标准以及可循环利用的效果。With the continuous development of social economy, the treatment capacity and treatment requirements of urban domestic sewage are constantly increasing, and the domestic sewage treatment system is also constantly being updated and improved. Domestic sewage treatment is to treat the sewage generated in life through professional sewage treatment equipment, so that domestic sewage can meet the discharge standard and be recycled.
目前生活污水处理厂污水的处理方,通常采用活性污泥法和生物膜法。其中,生物膜法是将废水通过好氧微生物和原生动物,后生动物等在载体填料上生长繁殖形成的生物膜,吸附和降解有机物,使废水得到净化的方法。新兴的膜生物反应器(简称MBR)是一种由膜分离单元与生物处理单元相结合的新型水处理技术,并在试验研究和工程实践中得以完善,目前已是较为成熟的水质净化技术,其主体工艺流程为:生活污水→预处理→MBR生化处理→二次处理(消毒脱色)→出水排放。At present, the sewage treatment methods of domestic sewage treatment plants usually adopt activated sludge method and biofilm method. Among them, the biofilm method is a method of purifying wastewater through the biofilm formed by the growth and reproduction of aerobic microorganisms, protozoa, metazoans, etc. on carrier fillers, absorbing and degrading organic matter. The emerging membrane bioreactor (MBR for short) is a new type of water treatment technology that combines a membrane separation unit with a biological treatment unit, and has been perfected in experimental research and engineering practice. It is currently a relatively mature water purification technology. Its main technological process is: domestic sewage → pretreatment → MBR biochemical treatment → secondary treatment (disinfection and decolorization) → effluent discharge.
技术方案CN207175710U公开了一种改良结构的污水处理器,包括污水处理器本体,污水处理器本体的一侧设有进水口,污水处理器本体包括格栅、调节池、酸化池和MBR池,污水处理器本体上方设有检测孔且下方设有固定支架,污水处理器本体内部设有调节池,调节池一侧通过隔板连接酸化池,调节池与酸化池下方设有鼓风机,酸化池与MBR池之间设有循环水泵,MBR池一侧设有蓄水池,蓄水池上方设有集水管,蓄水池一侧设有出水口,且下方设有反冲洗装置,反冲洗装置一侧设有反冲管。通过增加MBR池中的曝氧装置,将空气中的氧溶解到水中,并通过保持低污泥负荷减少剩余污泥量,设计的回流装置可以充分的利用资源不会造成浪费。但在工作中,MBR一附着污染物与杂质,需及时进行清洗,而通过反冲洗装置对MBR进行冲洗,需反复开启与关闭抽水装置与反冲洗装置,大大影响污水处理效率与使用寿命。Technical solution CN207175710U discloses a sewage processor with an improved structure, including a sewage processor body, one side of the sewage processor body is provided with a water inlet, the sewage processor body includes a grille, a regulating tank, an acidification tank and an MBR tank, and the sewage There is a detection hole on the top of the processor body and a fixed bracket on the bottom. There is a regulating tank inside the sewage processor body. One side of the regulating tank is connected to the acidification tank through a partition. There is a circulating water pump between the pools, a reservoir is installed on one side of the MBR pool, a water collecting pipe is installed above the reservoir, a water outlet is installed on one side of the reservoir, and a backwashing device is installed below, and a backwashing device is installed on one side of the backwashing device. There are recoil pipes. By increasing the oxygen aeration device in the MBR tank, the oxygen in the air is dissolved into the water, and the amount of remaining sludge is reduced by keeping the sludge load low, and the designed return device can make full use of resources without causing waste. However, during work, once pollutants and impurities are attached to the MBR, it needs to be cleaned in time. To flush the MBR through the backwashing device, it is necessary to repeatedly open and close the pumping device and the backwashing device, which greatly affects the sewage treatment efficiency and service life.
技术方案CN203602452U公开了一种平台生活污水处理装置,包括依次顺序排列设置的细格栅、调节池、缺氧池、MBR池、观察池、储水池、与MBR池相邻设置的污泥池;在调节池前端,加置加药器;在储水池前端配置二氧化氯发生器。该技术方案运行稳定,产水率高,处理效率高,出水水质优良稳定,出水全部回用,避免了对海洋环境造成污染。同样的,缺少反冲洗装置或膜冲洗装置,会影响装置的污水处理效率。The technical solution CN203602452U discloses a platform domestic sewage treatment device, which includes a fine grid arranged in sequence, a regulating pool, an anoxic pool, an MBR pool, an observation pool, a water storage pool, and a sludge pool adjacent to the MBR pool; At the front of the regulating tank, a doser is added; at the front of the storage tank, a chlorine dioxide generator is arranged. The technical solution has stable operation, high water production rate, high treatment efficiency, excellent and stable effluent quality, and all effluent water can be reused to avoid pollution to the marine environment. Similarly, the lack of backwashing device or membrane flushing device will affect the sewage treatment efficiency of the device.
上述方案所提及的污水处理系统,存在如下缺陷:The sewage treatment system mentioned in the above scheme has the following defects:
一、仅设置或未设置反冲洗装置,无法对MBR进行有效冲洗,易减少MBR的使用寿命;1. With only or no backwashing device installed, the MBR cannot be effectively flushed, which will easily reduce the service life of the MBR;
二、依靠反冲洗装置,达到MBR的清洗,大大降低了污水处理装置的处理效率,需反复开启与关闭抽水装置与反冲洗装置,易减少抽水装置与反冲洗装置的使用寿命。2. Relying on the backwashing device to achieve MBR cleaning greatly reduces the treatment efficiency of the sewage treatment device. It is necessary to repeatedly open and close the pumping device and the backwashing device, which will easily reduce the service life of the pumping device and the backwashing device.
因此,必要对现有技术中的生活污水处理系统装进行改进。Therefore, it is necessary to improve the domestic sewage treatment system in the prior art.
发明内容Contents of the invention
本发明的目的在于克服现有技术中存在的缺陷,提供一体化生活污水处理系统,实现在膜生物反应池内就可阶段性对膜生物反应池进行冲洗,不影响污水处理效率。The purpose of the present invention is to overcome the defects in the prior art, provide an integrated domestic sewage treatment system, and realize that the membrane bioreaction tank can be washed in stages in the membrane bioreaction tank without affecting the sewage treatment efficiency.
为实现上述技术效果,本发明的技术方案为:一体化生活污水处理系统,包括依次连接的进水管、调节池、生化池、膜生物反应池、消毒脱色池与出水管;膜生物反应池设有膜生物过滤器,膜生物过滤器下方设置有用于冲洗膜生物过滤器的膜曝气冲洗装置。In order to achieve the above-mentioned technical effects, the technical solution of the present invention is: an integrated domestic sewage treatment system, including a water inlet pipe, a regulating tank, a biochemical tank, a membrane bioreaction tank, a disinfection and decolorization tank and an outlet pipe connected in sequence; There is a membrane biofilter, and a membrane aeration flushing device for flushing the membrane biofilter is arranged below the membrane biofilter.
通过上述技术方案,实现了生活污水的有效处理,污水流入调节池完成蓄水并使部分杂质得到沉淀;随后,初步沉淀污水流入生化池,通过生化处理后,流入膜生物反应池;经过膜生物过滤器的过滤处理后,进入消毒脱色池,完成最后的消毒与脱色处理,使水流达标排放。在工作中,膜曝气冲洗装置可随时对膜生物过滤器进行曝气冲洗,提高了对膜生物过滤器清洗的自由控制度。若需清洁膜生物过滤器,只需开启膜曝气冲洗装置即可,无须暂停污水净化流程,提高了污水处理的净化效率。Through the above technical scheme, the effective treatment of domestic sewage is realized. The sewage flows into the regulating tank to complete the water storage and precipitate some impurities; then, the preliminary precipitated sewage flows into the biochemical tank, and after biochemical treatment, it flows into the membrane bioreaction tank; After the filtration treatment of the filter, it enters the disinfection and decolorization pool, and completes the final disinfection and decolorization treatment, so that the water flow meets the standard discharge. During work, the membrane aeration and flushing device can aerate and flush the membrane biofilter at any time, which improves the degree of free control over the cleaning of the membrane biofilter. If the membrane biofilter needs to be cleaned, it is only necessary to open the membrane aeration and flushing device, without suspending the sewage purification process, which improves the purification efficiency of sewage treatment.
具体的,膜生物过滤器包括集水盘,集水盘内部为集水空腔,集水盘下表面连接有若干根集水柱,集水柱中空为集水通路,集水通路与集水空腔底部相连通,集水空腔上部连通设有抽水管,抽水管开口端朝向消毒脱色池;集水柱侧壁连通设有若干个进水口,集水柱外表面固定有过滤膜;膜生物反应池内污水通过过滤膜过滤后,依次流经进水口、集水通路、集水空腔进入抽水管;抽水管上设有抽水泵。这样的结构,使膜生物过滤器的污水过滤处理得到有效的进行,负压设备增加了抽滤的动力,多个集水柱与进水口增加了抽滤面积,提高了过滤效率。Specifically, the membrane biofilter includes a water collection tray, the interior of the water collection tray is a water collection cavity, and a number of water collection columns are connected to the lower surface of the water collection tray. The hollow of the water collection column is a water collection channel, and the water collection channel and the water collection cavity The bottom is connected, the upper part of the water collection cavity is connected with a suction pipe, and the opening end of the suction pipe faces the disinfection and decolorization tank; the side wall of the water collection column is connected with several water inlets, and the outer surface of the water collection column is fixed with a filter membrane; the sewage in the membrane bioreaction tank After being filtered through the filter membrane, it flows through the water inlet, the water collection passage, and the water collection cavity in sequence to enter the water suction pipe; the water suction pipe is provided with a water pump. Such a structure enables the sewage filtration treatment of the membrane biofilter to be effectively carried out, the negative pressure equipment increases the power of suction filtration, and multiple water collection columns and water inlets increase the suction filtration area and improve the filtration efficiency.
优选的技术方案为,膜曝气冲洗装置包括集气盘,集气盘内部为集气空腔,集气盘上表面连接有若干根集气柱,集气柱中空为集气通路,集气通路与集气空腔上部连通;集气柱侧壁开设有若干个曝气孔,集气空腔下部连通设有集气充气管;集气充气管与冲洗气泵连接。这样的设计,可对吸附于过滤膜外壁上的过滤杂质进行曝气冲洗,使过滤杂质脱落,避免杂质的不断聚集造成的进水口堵塞,降低过滤效率。The preferred technical solution is that the membrane aeration and flushing device includes a gas collection pan, the inside of which is an air collection cavity, and the upper surface of the gas collection pan is connected with several gas collection columns, and the hollow of the gas collection column is a gas collection passage, and the gas collection The passage communicates with the upper part of the air-gathering cavity; the side wall of the gas-gathering column is provided with a number of aeration holes; This design can aerate and flush the filter impurities adsorbed on the outer wall of the filter membrane, so that the filter impurities can fall off, avoiding the clogging of the water inlet caused by the continuous accumulation of impurities, and reducing the filtration efficiency.
优选的技术方案为,膜曝气冲洗装置底部设置有升降机构,升降机构包括固定于膜生物反应池底部的导向筒,集气盘与导向筒内壁上下滑动连接;导向筒内腔底部设置有驱动气囊,驱动气囊与气囊充气泵通过气囊充气管路相连接;驱动气囊上端与集气盘下端配合接触,并驱动集气盘在导向筒内上下滑动,导向筒上开设有容纳集气充气管上下滑动的通槽;膜生物过滤器固定设置,相邻两集水柱之间设有流水间隙,集气柱在上行过程中与流水间隙位置配合。The preferred technical solution is that a lifting mechanism is provided at the bottom of the membrane aeration and flushing device, and the lifting mechanism includes a guide cylinder fixed at the bottom of the membrane bioreactor tank, and the gas collection plate is connected to the inner wall of the guide cylinder by sliding up and down; the bottom of the inner cavity of the guide cylinder is provided with a drive Airbag, the driving airbag is connected with the airbag inflator pump through the airbag inflation pipeline; the upper end of the driving airbag is in contact with the lower end of the gas collection plate, and drives the air collection plate to slide up and down in the guide cylinder. Sliding through groove; membrane biofilter is fixedly installed, and there is a water gap between two adjacent water collection columns, and the gas collection column cooperates with the position of the flow water gap during the upward process.
这样的设计,通过升降装置对膜曝气冲洗装置进行上抬与下降,实现阶段性的控制膜曝气冲洗装置对膜生物过滤器的清洗。需要清洗膜生物过滤器时,给气囊充气和放气,上抬和下降膜曝气冲洗装置,增加了冲洗接触面积,减少了清洗时间。With such a design, the membrane aeration and flushing device is lifted and lowered by the lifting device, and the cleaning of the membrane biological filter by the membrane aeration and flushing device is controlled step by step. When the membrane biofilter needs to be cleaned, the air bag is inflated and deflated, and the membrane aeration and flushing device is raised and lowered to increase the flushing contact area and reduce the cleaning time.
具体的,抽水管沿水流方向依次设有抽水阀与抽水泵,抽水阀与抽水管的进水口之间设有反洗水管;反洗水管的出水口连通抽水管,反洗水管的进水口朝向消毒脱色池,反洗水管上设有反洗水阀与反洗水泵。这样的结构,只需关闭抽水阀与抽水泵,开启反洗水阀与反洗水泵,使消毒脱色池内的水回流,实现了对膜生物过滤器的反冲洗。彻底清除过滤膜外壁上吸附的过滤杂质,适合作为长周期性的清洗维护。Specifically, the suction pipe is provided with a water valve and a water pump sequentially along the water flow direction, and a backwash water pipe is provided between the water suction valve and the water inlet of the water suction pipe; the water outlet of the backwash water pipe is connected to the water suction pipe, and the water inlet of the backwash water pipe faces Disinfection and decolorization pool, backwash water valve and backwash water pump are installed on the backwash water pipe. With such a structure, it is only necessary to close the water valve and the water pump, and open the backwash water valve and the backwash water pump to return the water in the disinfection and decolorization tank, thereby realizing the backwash of the membrane biofilter. Thoroughly remove the filter impurities adsorbed on the outer wall of the filter membrane, suitable for long-term cleaning and maintenance.
具体的,生化池设有生化池曝气装置与生物菌添加装置。生物菌添加装置可替换为人工投入生物菌。这样的结构,使污水在生化池中通过曝气与加入的生物菌充分混合反应后流入膜生物反应池。Specifically, the biochemical pool is equipped with a biochemical pool aeration device and a biological bacteria adding device. The biological bacteria adding device can be replaced by manual input of biological bacteria. Such a structure allows the sewage to flow into the membrane bioreaction tank after fully mixing and reacting with the added biological bacteria through aeration in the biochemical tank.
具体的,消毒脱色池设有消毒剂添加装置与脱色处理装置;脱色处理装置为臭氧发生器。消毒剂添加装置可替换为人工投入消毒剂。这样的结构,对处理水进行了脱色与消毒,实现了二次处理,保证处理水的达标排放。Specifically, the disinfection and decolorization pool is equipped with a disinfectant adding device and a decolorization treatment device; the decolorization treatment device is an ozone generator. The disinfectant adding device can be replaced by manual input of disinfectant. Such a structure decolorizes and sterilizes the treated water, realizes secondary treatment, and ensures that the treated water is discharged up to the standard.
具体的,调节池下部连通设有排污管。调节池内还设有过滤格栅,污水进入调节池后通过过滤格栅再流入生化池。这样的结构,实现了对污水的预处理,过滤污水中体积较大的杂质,避免这些杂质进入后期处理流程中,影响设备运行。同时,利用调节池的蓄水作用,使大部分污泥得到沉淀,从排污管排出,加快了后期污水处理的处理效率,也便于对初沉污泥的再处理。Specifically, the lower part of the adjustment pool is connected with a sewage pipe. There is also a filter grid in the adjustment tank, and the sewage enters the adjustment tank and then flows into the biochemical pool through the filter grid. Such a structure realizes the pretreatment of sewage, filters large impurities in sewage, and prevents these impurities from entering the post-treatment process and affecting the operation of equipment. At the same time, using the water storage function of the regulating tank, most of the sludge is precipitated and discharged from the sewage pipe, which speeds up the treatment efficiency of the later sewage treatment and facilitates the reprocessing of the primary sludge.
本发明的优点和有益效果在于:对生活污水进行了有效的净化处理;膜曝气冲洗装置可在不开启反冲洗装置的情况下,可实现对膜生物过滤器的清洗,提高了污水处理效率,增加了设备使用寿命。The advantages and beneficial effects of the present invention are: the domestic sewage is effectively purified; the membrane aeration and flushing device can realize the cleaning of the membrane biological filter without opening the backwashing device, thereby improving the efficiency of sewage treatment , increasing the service life of the equipment.
附图说明Description of drawings
图1是本发明一体化生活污水处理系统实施例1的剖视结构示意图;Fig. 1 is the sectional structure schematic diagram of Embodiment 1 of the integrated domestic sewage treatment system of the present invention;
图2是实施例1中膜生物过滤器的部分剖视结构示意图;Fig. 2 is the partial sectional structure schematic diagram of membrane biofilter in embodiment 1;
图3是实施例1中膜曝气冲洗装置的部分剖视结构示意图;Fig. 3 is the partial cross-sectional structure schematic diagram of membrane aeration flushing device in embodiment 1;
图4是实施例2的剖视结构示意图;Fig. 4 is the sectional structure schematic diagram of embodiment 2;
图5是实施例2中膜曝气冲洗装置与升降机构由驱动气囊无气状态至驱动气囊满气状态的部分剖视结构示意图;Fig. 5 is a partial cross-sectional structural schematic diagram of the membrane aeration and flushing device and the lifting mechanism in embodiment 2 from the airless state of the driving air bag to the full air state of the driving air bag;
图6是实施例3的剖视结构示意图;Fig. 6 is the sectional structure schematic diagram of embodiment 3;
图7是实施例3中生化池曝气装置的部分剖视结构示意图;Fig. 7 is a partial sectional structural schematic diagram of the biochemical pond aeration device in embodiment 3;
图8是实施例4的剖视结构示意图;Fig. 8 is the schematic cross-sectional structure diagram of embodiment 4;
图9是实施例4中膜曝气冲洗装置与升降机构由驱动气囊无气状态至驱动气囊满气状态的部分剖视结构示意图。Fig. 9 is a partial cross-sectional structural schematic diagram of the membrane aeration and flushing device and the lifting mechanism in embodiment 4 from the airless state of the driving air bag to the full air state of the driving air bag.
图中:1、进水管;2、调节池;3、生化池;4、膜生物反应池;5、消毒脱色池;6、出水管;7、膜生物过滤器;7-1、集水盘;7-11、集水空腔;7-2、集水柱;7-21、集水通路;7-22、进水口;7-3、抽水管;7-4、过滤膜;7-5、抽水泵;7-6、抽水阀;7-7、反洗水管;7-8、反洗水阀;7-9、反洗水泵;8、膜曝气冲洗装置;8-1、集气盘;8-11、集气空腔;8-2、集气柱;8-21、集气通路;8-22、曝气孔;8-3、集气充气管;8-31、伸缩管段;8-4、冲洗气泵;9、导向筒;9-1、通槽;10、驱动气囊;11、气囊充气泵;12、气囊充气管路;13、生化池曝气装置;13-1、生化池曝气箱;13-11、生化池曝气空腔;13-12、生化池曝气通口;13-2、生化池曝气管;13-3、生化池曝气泵;14、臭氧发生器;15、排污管;15-1、排污阀;16、过滤格栅;17、防护网罩。In the figure: 1. Inlet pipe; 2. Regulating tank; 3. Biochemical tank; 4. Membrane bioreaction tank; 5. Disinfection and decolorization tank; 6. Outlet pipe; 7. Membrane biofilter; 7-1. ; 7-11, water collection cavity; 7-2, water collection column; 7-21, water collection channel; 7-22, water inlet; Suction pump; 7-6, suction valve; 7-7, backwash water pipe; 7-8, backwash water valve; 7-9, backwash water pump; 8, membrane aeration flushing device; 8-1, gas collection plate ; 8-11, gas collection cavity; 8-2, gas collection column; 8-21, gas collection channel; 8-22, aeration hole; 8-3, gas collection and inflatable tube; 8-4. Flushing air pump; 9. Guide cylinder; 9-1. Through groove; 10. Driving airbag; 11. Airbag inflation pump; 12. Airbag inflation pipeline; 13. Biochemical tank aeration device; 13-1. Biochemical Pool aeration box; 13-11, biochemical pool aeration cavity; 13-12, biochemical pool aeration port; 13-2, biochemical pool aeration pipe; 13-3, biochemical pool aeration pump; 14, ozone Generator; 15, sewage pipe; 15-1, sewage valve; 16, filter grid; 17, protective net cover.
具体实施方式Detailed ways
下面结合附图和实施例,对本发明的具体实施方式作进一步描述。以下实施例仅用于更加清楚地说明本发明的技术方案,而不能以此来限制本发明的保护范围。The specific implementation manners of the present invention will be further described below in conjunction with the drawings and examples. The following examples are only used to illustrate the technical solution of the present invention more clearly, but not to limit the protection scope of the present invention.
实施例1Example 1
如图1至3所示,实施例1的一体化生活污水处理系统,包括依次连接的进水管1、调节池2、生化池3、膜生物反应池4、消毒脱色池5与出水管6;膜生物反应池4固定设有膜生物过滤器7,膜生物过滤器7下方设置有用于冲洗膜生物过滤器7的膜曝气冲洗装置8。膜生物过滤器7包括集水盘7-1,集水盘7-1内部为集水空腔7-11,集水盘7-1下表面连通设有若干根集水柱7-2,集水柱7-2中空为集水通路7-21,集水通路7-21与集水空腔7-11底部相连通,集水空腔7-11上部连通设有抽水管7-3,抽水管7-3开口端朝向消毒脱色池5;集水柱7-2侧壁连通设有若干个进水口7-22,集水柱7-2外表面固定有过滤膜7-4;膜生物反应池4内污水通过过滤膜7-4过滤后,依次流经进水口7-22、集水通路7-21、集水空腔7-11进入抽水管7-3;抽水管7-3上设有抽水泵7-5。膜曝气冲洗装置8包括集气盘8-1,集气盘8-1内部为集气空腔8-11,集气盘8-1上表面连接有若干根集气柱8-2,集气柱8-2中空为集气通路8-21,集气通路8-21与集气空腔8-11上部连通;集气柱8-2侧壁开设有若干个曝气孔8-22,集气空腔8-11下部连通设有集气充气管8-3;集气充气管8-3与冲洗气泵8-4连接。As shown in Figures 1 to 3, the integrated domestic sewage treatment system of Embodiment 1 includes a water inlet pipe 1, a regulating tank 2, a biochemical tank 3, a membrane bioreaction tank 4, a disinfection and decolorization tank 5 and an outlet pipe 6 connected in sequence; The membrane bioreactor 4 is fixed with a membrane biofilter 7 , and a membrane aeration flushing device 8 for flushing the membrane biofilter 7 is arranged below the membrane biofilter 7 . Membrane biofilter 7 includes water collection tray 7-1, the interior of water collection tray 7-1 is water collection cavity 7-11, and the lower surface of water collection tray 7-1 is connected with several water collection columns 7-2, and the water collection column 7-2 is hollow for the water collection passage 7-21, the water collection passage 7-21 is connected with the bottom of the water collection cavity 7-11, and the upper part of the water collection cavity 7-11 is connected with a water suction pipe 7-3, and the water suction pipe 7 -3 The open end faces the disinfection and decolorization tank 5; the side wall of the water collection column 7-2 is connected with several water inlets 7-22, and the outer surface of the water collection column 7-2 is fixed with a filter membrane 7-4; the sewage in the membrane bioreactor 4 After being filtered by the filter membrane 7-4, it flows through the water inlet 7-22, the water collection channel 7-21, the water collection cavity 7-11 and enters the water suction pipe 7-3; the water suction pipe 7-3 is provided with a water pump 7 -5. Membrane aeration flushing device 8 includes gas collecting pan 8-1, the interior of gas collecting pan 8-1 is gas collecting cavity 8-11, and several gas collecting columns 8-2 are connected on the upper surface of gas collecting pan 8-1, collecting The air column 8-2 is hollow as the air collection passage 8-21, and the air collection passage 8-21 communicates with the upper part of the air collection cavity 8-11; the side wall of the air collection column 8-2 is provided with several aeration holes 8-22, The lower part of the air-collecting cavity 8-11 is connected with an air-collecting and inflating pipe 8-3; the air-collecting and inflating pipe 8-3 is connected with the flushing air pump 8-4.
处理污水时,污水依次通过进水管1、调节池2与生化池3进入膜生物反应池4,且液面接触到膜生物过滤器7后,开启抽水泵7-5。膜生物过滤器7开始抽滤工作,污水从膜生物反应池4内通过过滤膜7-4过滤后,依次流经进水口7-22、集水通路7-21、集水空腔7-11、抽水管7-3,进入消毒脱色池5,最后通过出水管6排出,完成污水处理工作。随着膜生物过滤器7的抽滤不断进行,使过滤杂质(絮状漂浮物)不断聚集在进水口7-22附近的滤膜7-4上,降低了滤膜7-4的有效过滤面积。抽滤时,开启冲洗气泵8-4,使外部气体通过集气充气管8-3依次经过集气空腔8-11与集气通路8-21,并通过集气柱8-2上的曝气孔8-22进入膜生物反应池4。由于集气柱8-2在集水柱7-2下方,曝气孔8-22排出的气体上浮对滤膜7-4上附着的过滤杂质有一定的冲击力,可对过滤杂质曝气冲洗,使过滤杂质脱落。When treating sewage, the sewage enters the membrane bioreaction tank 4 through the water inlet pipe 1, the regulating tank 2 and the biochemical tank 3 in sequence, and after the liquid surface touches the membrane biofilter 7, the water pump 7-5 is turned on. Membrane biofilter 7 starts suction and filtration work, and after sewage is filtered from membrane bioreactor 4 through filter membrane 7-4, it flows through water inlet 7-22, water collection channel 7-21, and water collection cavity 7-11 in sequence , the pumping pipe 7-3, enters the disinfection and decolorization pool 5, and finally discharges through the outlet pipe 6 to complete the sewage treatment work. As the suction filtration of the membrane biofilter 7 continues, the filter impurities (flocculent floating matter) continue to gather on the filter membrane 7-4 near the water inlet 7-22, reducing the effective filtration area of the filter membrane 7-4 . During the suction filtration, the flushing air pump 8-4 is turned on, so that the external air passes through the gas collection cavity 8-11 and the gas collection channel 8-21 through the gas collection and inflation pipe 8-3 in turn, and passes through the aeration chamber on the gas collection column 8-2. The stomata 8-22 enter the membrane bioreactor 4. Since the gas-collecting column 8-2 is below the water-collecting column 7-2, the gas discharged from the aeration hole 8-22 floats up and has a certain impact on the filter impurities attached to the filter membrane 7-4, which can aerate and wash the filter impurities. Make filter impurities fall off.
实施例2Example 2
对实施例1的进一步优化,如图4至5所示,实施例2与实施例1的区别在于,膜曝气冲洗装置8底部设置有升降机构,升降机构包括固定于膜生物反应池底部的导向筒9,集气盘8-1与导向筒9内壁上下滑动连接;导向筒9内腔底部设有驱动气囊10,驱动气囊10与气囊充气泵11通过气囊充气管路12相连接;驱动气囊10上端与集气盘8-1下端配合接触,并驱动集气盘8-1在导向筒9内上下滑动;集气充气管8-3设于集气盘8-1侧壁上,导向筒9上设有容纳集气充气管8-3上下滑动的通槽9-1。膜生物过滤器7固定设置,相邻集水柱7-2之间设有流水间隙,集气柱8-2与流水间隙位置配合。抽水管7-3沿水流方向依次设有抽水阀7-6与抽水泵7-5,抽水阀7-6与抽水管7-3的进水口之间设有反洗水管7-7;反洗水管7-7的出水口连通抽水管7-3,反洗水管7-7的进水口位于消毒脱色池5内,反洗水管7-7上设有反洗水阀7-8与反洗水泵7-9。For further optimization of Example 1, as shown in Figures 4 to 5, the difference between Example 2 and Example 1 is that a lifting mechanism is provided at the bottom of the membrane aeration and flushing device 8, and the lifting mechanism includes The guide cylinder 9, the gas collecting disc 8-1 is connected with the inner wall of the guide cylinder 9 by sliding up and down; the bottom of the inner cavity of the guide cylinder 9 is provided with a driving airbag 10, and the driving airbag 10 is connected with the airbag inflation pump 11 through the airbag inflation pipeline 12; the driving airbag The upper end of 10 is in contact with the lower end of the gas collecting tray 8-1, and drives the gas collecting tray 8-1 to slide up and down in the guide cylinder 9; 9 is provided with the through groove 9-1 that accommodates the gas-collecting and charging pipe 8-3 to slide up and down. The membrane biofilter 7 is fixedly arranged, and a water flow gap is provided between adjacent water collection columns 7-2, and the gas collection column 8-2 is matched with the position of the water flow gap. The suction pipe 7-3 is provided with a suction valve 7-6 and a suction pump 7-5 successively along the water flow direction, and a backwash water pipe 7-7 is arranged between the water inlet of the suction valve 7-6 and the suction pipe 7-3; The water outlet of the water pipe 7-7 is connected to the suction pipe 7-3, and the water inlet of the backwash water pipe 7-7 is located in the disinfection and decolorization pool 5, and the backwash water pipe 7-7 is provided with a backwash water valve 7-8 and a backwash water pump 7-9.
在使用前,驱动气囊10内没有气体。使用过程中,若需对膜生物过滤器7进行冲洗,则开启气囊充气泵11与冲洗气泵8-4,气囊充气泵11通过气囊充气管路12对驱动气囊10进行充气,膜曝气冲洗装置8不断上抬,集气柱8-2部分穿设于集水柱7-2之间的流水间隙中。随着集气柱8-2穿设于集水柱7-2之间的流水间隙内的穿设面积增加,曝气孔8-22排出的气体对滤膜7-4上附着的过滤杂质的冲击力会不断加强,可对过滤杂质曝气冲洗,使过滤杂质脱落,提高清洗速率。由于集气柱8-2部分穿设于集水柱7-2之间,在流水间隙中可以上下移动,气泡可以更加充分的对滤膜7-4进行冲刷,在过滤过程中,间隔2-5分钟对滤膜7-4进行一次冲刷,进一步提高过滤效果。Before use, there is no gas in the driving airbag 10 . During use, if the membrane biofilter 7 needs to be flushed, the airbag air pump 11 and the flushing air pump 8-4 are turned on, the airbag air pump 11 inflates the driving airbag 10 through the airbag inflation pipeline 12, and the membrane aeration flushing device 8 is constantly lifted, and the air-collecting column 8-2 is partly set in the flowing water gap between the water-collecting columns 7-2. As the penetration area of the gas-collecting column 8-2 in the water gap between the water-collecting columns 7-2 increases, the impact of the gas discharged from the aeration hole 8-22 on the filter impurities attached to the filter membrane 7-4 The force will be continuously strengthened, and the filter impurities can be aerated and washed, so that the filter impurities can fall off and the cleaning rate can be improved. Since the gas-collecting column 8-2 is partly installed between the water-collecting columns 7-2, it can move up and down in the water gap, and the air bubbles can more fully wash the filter membrane 7-4. During the filtration process, the interval of 2-5 The filter membrane 7-4 is flushed once every minute to further improve the filtering effect.
由于长时间的过滤,需要对膜生物过滤器7反向清洗,将附着在过滤膜表面的微小物体清洗。确保气囊充气泵11与冲洗气泵8-4为关闭状态,且驱动气囊10内的气体全部排出后,关闭抽水阀7-6与抽水泵7-5,开启反洗水阀7-8与反洗水泵7-9,将消毒脱色池5内的处理水反抽至膜生物过滤器7中,使处理水通过反洗水管7-7,依次流经抽水管7-3、集水空腔7-11、集水通路7-21与进水口7-22,最后通过过滤膜7-4进入膜生物反应池4。利用处理水的反向冲洗,对过滤膜7-4进行深度清洁。完成清洁后,关闭反洗水阀7-8与反洗水泵7-9即可。这样的彻底清洗每天进行一次。这样,通过间歇的曝气冲洗过滤膜7-4表面结合每天的反向冲洗,可以最大限度的提高过滤膜7-4的过滤效率。Due to the long-term filtration, the membrane biofilter 7 needs to be reverse-cleaned to clean the tiny objects attached to the surface of the filter membrane. Ensure that the air bag inflation pump 11 and the flushing air pump 8-4 are in the closed state, and after all the gas in the driving air bag 10 is discharged, close the water valve 7-6 and the water pump 7-5, and open the backwash water valve 7-8 and the backwash water valve 7-8. The water pump 7-9 pumps back the treated water in the disinfection and decolorization tank 5 to the membrane biofilter 7, so that the treated water passes through the backwashing water pipe 7-7, and then flows through the water pumping pipe 7-3 and the water collection cavity 7- 11. The water collection channel 7-21 and the water inlet 7-22 finally enter the membrane bioreactor tank 4 through the filter membrane 7-4. The filter membrane 7-4 is deeply cleaned by back flushing with treated water. After finishing the cleaning, close the backwash water valve 7-8 and the backwash water pump 7-9. Such thorough cleaning is performed once a day. In this way, the filtration efficiency of the filter membrane 7-4 can be improved to the greatest extent by intermittently aerating and washing the surface of the filter membrane 7-4 combined with daily backwashing.
实施例3Example 3
对实施例2的进一步优化,如图6至7所示,实施例3与实施例2的区别在于,生化池3设有生化池曝气装置13与生物菌人工投放口,生化池曝气装置13包括生化池曝气箱13-1,生化池曝气箱13-1内部为生化池曝气空腔13-11,生化池曝气箱13-1上部设有若干个生化池曝气通口13-12,生化池曝气箱13-1下部连通生化池曝气空腔13-11设有生化池曝气管13-2,生化池曝气管13-2与生化池曝气泵13-3相连接;消毒脱色池5设有消毒剂人工投放口与臭氧发生器14;调节池2下部连通设有排污管15,排污管15上设有排污阀15-1;调节池2内还设有过滤格栅16,污水进入调节池2后通过过滤格栅16再流入生化池3。臭氧发生器14的型号优选为MTS-CFG-50A。To the further optimization of embodiment 2, as shown in Figures 6 to 7, the difference between embodiment 3 and embodiment 2 is that biochemical pool 3 is provided with biochemical pool aeration device 13 and biological bacteria artificial input port, biochemical pool aeration device 13 includes the biochemical pool aeration box 13-1, the interior of the biochemical pool aeration box 13-1 is the biochemical pool aeration cavity 13-11, and the upper part of the biochemical pool aeration box 13-1 is provided with several biochemical pool aeration ports 13-12, the lower part of the biochemical pool aeration box 13-1 is connected to the biochemical pool aeration cavity 13-11 is provided with a biochemical pool aeration pipe 13-2, and the biochemical pool aeration pipe 13-2 is connected to the biochemical pool aeration pump 13- 3 phases are connected; Disinfection and decolorization pool 5 is provided with disinfectant manual input port and ozone generator 14; Adjusting tank 2 bottom is communicated with and is provided with blowdown pipe 15, and blowdown pipe 15 is provided with blowdown valve 15-1; There is a filter grid 16, and the sewage enters the regulating tank 2 and then flows into the biochemical pool 3 through the filter grid 16. The model of the ozone generator 14 is preferably MTS-CFG-50A.
在工作中,污水通过进水管1流入调节池2,经过过滤格栅16,将体积较大的杂质过滤在调节池2一侧初滤污水逐渐聚集在过滤格栅16的另一侧。当初滤污水液面达到一定高度后流入生化池3。同时,污水在调节池2内不断聚集,污水中的部分污泥会逐渐沉淀在调节池2底部。当污泥沉淀一段时间后,开启排污阀15-1,使污泥与部分杂质通过排污管15排出。During work, the sewage flows into the regulating tank 2 through the water inlet pipe 1, passes through the filter grid 16, and filters larger impurities on one side of the regulating tank 2, and the pre-filtered sewage gradually gathers on the other side of the filter grid 16. When the filtered sewage liquid level reached a certain height, it flowed into the biochemical pool 3. At the same time, the sewage continuously accumulates in the regulating tank 2 , and part of the sludge in the sewage will gradually settle at the bottom of the regulating tank 2 . After the sludge settles for a period of time, the sewage valve 15-1 is opened to discharge the sludge and some impurities through the sewage pipe 15.
当初滤污水进入生化池3后,开启生化池曝气泵13-3,并投入生物菌,使气体依次通过生化池曝气管13-2、曝气空腔13-11与生化池曝气通口13-12进入生化池3,对初滤污水进行曝气,并使生物菌与初滤污水充分混合,并给生物菌提供足量的反应所需氧气,得到生化混合污水。生物菌将污水中的物质生化反应后对污水中COD、BOD5、SS、TP、NH3-N、TN等实现有效的去除。生化混合污水不断增加,当其液面达到一定高度后,流入膜生物反应池4,进行过滤,所得的过滤水抽至消毒脱色池5。当过滤水进入消毒脱色池5后投入消毒剂与臭氧发生器14,对过滤水投入消毒剂进行消毒褪色处理。经过消毒脱色处理后所得的处理好水最后通过出水管6排出。After the first filtered sewage enters the biochemical pool 3, the biochemical pool aeration pump 13-3 is turned on, and biological bacteria are put in, so that the gas passes through the biochemical pool aeration pipe 13-2, the aeration cavity 13-11 and the biochemical pool aeration and ventilation. Ports 13-12 enter the biochemical pool 3 to aerate the primary filtered sewage, fully mix the biological bacteria with the primary filtered sewage, and provide sufficient oxygen for the biological bacteria to obtain biochemical mixed sewage. The biological bacteria can effectively remove COD, BOD5, SS, TP, NH 3 -N, TN, etc. in the sewage after biochemically reacting the substances in the sewage. The biochemical mixed sewage is continuously increasing, and when its liquid level reaches a certain height, it flows into the membrane bioreaction tank 4 for filtration, and the obtained filtered water is pumped to the disinfection and decolorization tank 5 . Drop into disinfectant and ozone generator 14 after filter water enters disinfection decolorization tank 5, and filter water is dropped into disinfectant to carry out disinfection fade treatment. The treated water obtained after the disinfection and decolorization treatment is finally discharged through the outlet pipe 6 .
实施例4Example 4
对实施例3的进一步优化,如图8至9所示,实施例4与实施例3的区别在于,位于膜生物反应池4内垂直方向的集气充气管8-3上设有伸缩管段8-31,且其外部套设有伸缩防护网罩17,伸缩管段8-31位于伸缩防护网罩17内,伸缩防护网罩17底端固定设于膜生物反应池4底面,伸缩防护网罩17顶端固定连接在集气充气管8-3上;伸缩管段8-31为波纹管,由可收缩高密度的材料制得,材料优选为热塑性聚氨酯弹性体橡胶(TPU)。在工作中使用升降机构时,若驱动气囊10内无气体,则伸缩管段8-31与伸缩防护网罩17为收缩状态;反之,伸缩管段8-31与伸缩防护网罩17为拉升状态。伸缩防护网罩17对伸缩管段8-31起到了防护作用。For further optimization of embodiment 3, as shown in Figures 8 to 9, the difference between embodiment 4 and embodiment 3 is that a telescopic pipe section 8 is provided on the gas-collecting and inflating pipe 8-3 in the vertical direction in the membrane bioreactor 4 -31, and its exterior is covered with a telescopic protective net 17, the telescopic pipe section 8-31 is located in the telescopic protective net 17, the bottom end of the telescopic protective net 17 is fixed on the bottom surface of the membrane bioreactor 4, and the telescopic protective net 17 The top end is fixedly connected to the gas-collecting and inflating tube 8-3; the telescopic tube section 8-31 is a corrugated tube made of shrinkable high-density material, preferably thermoplastic polyurethane elastomer rubber (TPU). When using the lifting mechanism in work, if there is no gas in the driving air bag 10, the telescopic pipe section 8-31 and the telescopic protective net cover 17 are in contracted state; The telescopic protective net cover 17 has played a protective role to the telescopic pipe section 8-31.
以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明技术原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that for those of ordinary skill in the art, without departing from the technical principle of the present invention, some improvements and modifications can also be made. These improvements and modifications It should also be regarded as the protection scope of the present invention.
Claims (9)
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