JP2008012462A - Method and system for cleaning and sterilizing filter - Google Patents

Method and system for cleaning and sterilizing filter Download PDF

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JP2008012462A
JP2008012462A JP2006187504A JP2006187504A JP2008012462A JP 2008012462 A JP2008012462 A JP 2008012462A JP 2006187504 A JP2006187504 A JP 2006187504A JP 2006187504 A JP2006187504 A JP 2006187504A JP 2008012462 A JP2008012462 A JP 2008012462A
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filtration
filter
water
filtration tank
cleaning
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Toshiaki Saito
利明 齋藤
Tetsuya Kimura
哲也 木村
Saburo Abe
三郎 阿部
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Yamato Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method and a system for backwashing a filter by cleaning the inside of the filter vessel effectively and simultaneously removing sterilization by-products produced during the cleaning. <P>SOLUTION: The method of cleaning a filter comprises injecting a high-concentration chlorine agent into a pipe of the filter vessel, carrying out agitation and discharge of sterilization by-products into a gas phase through aeration and causing the bath water of the filter to flow back in order to clean the filter. The sterilization by-products discharged into the gas phase, e.g. trihalomethanes, are removed with e.g. activated charcoal. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は濾過装置を逆洗浄するにあたり、効果的に濾過槽内の浄化を行ない、なおかつその際に生成される消毒副生成物を同時に除去する洗浄方法及びそのシステムに関するものである。   The present invention relates to a cleaning method and system for effectively purifying the inside of a filtration tank and simultaneously removing disinfection by-products generated at the time of backwashing a filtration device.

温浴施設又はプールでは水量の消費と排出量を抑制するために、浴槽内の湯水を循環させ、その循環経路内に濾材を充填した濾過器を設置して湯水の浄化を図っている。   In a warm bath facility or pool, in order to suppress consumption and discharge of water, hot water in the bathtub is circulated, and a filter filled with a filter medium is installed in the circulation path to purify the hot water.

しかしながらこれら濾過装置形式の浄化操作では湯水が閉鎖系内を循環していることから、細菌類や懸濁固形物が除去されないため、次第にこれらの含有割合が大きくなる。さらに細菌類やアメーバは濾材の表面や濾過槽、管路、浴槽の内壁に定着し生物膜を形成していく。これら生物膜内にいる細菌は消毒剤等の外部からの不利な要因からも保護されるとともに、該生物膜を形成するアメーバ類は消毒剤等の障害要因に遭遇すると、身を守るためシスト化してなかなか死滅しない。さらに、これら微生物は浴槽利用者の体表に由来する有機物を栄養源として増殖を繰り返している。   However, in these purification operations of the filtration device type, since hot water circulates in the closed system, bacteria and suspended solids are not removed, so that the content ratio thereof gradually increases. In addition, bacteria and amoeba settle on the surface of the filter media and the inner walls of filter tanks, pipes, and bathtubs to form biofilms. The bacteria in these biofilms are protected from adverse factors such as disinfectants, and the amoeba that form the biofilms are cystized to protect themselves when they encounter obstacles such as disinfectants. It wo n’t die easily. Furthermore, these microorganisms repeat growth using organic substances derived from the body surface of the bath user as nutrient sources.

これら濾過装置の内部の懸濁物質を洗浄するために、濾過槽の下部から上方へ水を逆流させ、上部から水を排出させることにより、濾材に付着している有機物を取り除く逆洗浄を行なうのが一般的である。しかし、この方法では完全に生物膜を取り除くことができない。加えて浴槽利用者の体表に由来する有機物には蛋白質や脂肪分が多く、これらが濾材表面及び装置内壁面に付着すると、逆洗浄によって取り除くことはすこぶる困難となる。そのため、生物膜中にて繁殖したレジオネラ菌等の有害細菌が浴槽水中に入り込み、人体に有害な影響を及ぼすことになる。   In order to wash the suspended substances inside these filtration devices, reverse washing is performed to remove organic substances adhering to the filter medium by allowing water to flow backward from the lower part of the filtration tank and discharging water from the upper part. Is common. However, this method cannot completely remove the biofilm. In addition, organic substances derived from the body surface of the bathtub user have a lot of proteins and fats, and when these adhere to the filter medium surface and the inner wall surface of the apparatus, it is extremely difficult to remove by reverse cleaning. For this reason, harmful bacteria such as Legionella bred in the biofilm enter the bath water and have a harmful effect on the human body.

このため温浴施設やプール等の水処理を行なう際に使用される濾過装置の消毒や洗浄を行なうに際し、5〜10ppm塩素により5分間以上逆洗浄する方法(濾過器内高濃度塩素逆洗浄法)が公知であり、濾過器内の有機物の除去、レジオネラ菌及びアメーバ制御、不快な塩素臭の抑制に効果を上げている。しかしながら高濃度塩素で濾過器内を洗浄する際、消毒副生成物が生成し、その一部が濾過器内に残存して、浴槽やプールに循環することになる。   For this reason, when disinfecting and cleaning the filtration equipment used for water treatment in warm bath facilities and pools, a method of backwashing with 5 to 10 ppm chlorine for more than 5 minutes (high concentration chlorine reverse cleaning method in the filter) Is known, and is effective in removing organic substances in the filter, controlling Legionella and amoeba, and suppressing unpleasant chlorine odor. However, when the inside of the filter is washed with high-concentration chlorine, a disinfection by-product is generated, and a part thereof remains in the filter and is circulated to the bathtub or the pool.

消毒副生成物質とは水の消毒に伴って生成する化学物質であり、消毒副生成物の中には肝臓や腎臓への毒性、発ガン性、変異原性などの健康被害を及ぼす物質も多い、特に塩素剤を消毒に用いると、水中の有機物(フミン質などの天然有機物が中心)と塩素が反応して、発ガン性などの健康被害が指摘されているトリハロメタン、ハロ酢酸など多くのハロゲン化物ができる。   Disinfection by-products are chemical substances generated with water disinfection, and many disinfection by-products have health hazards such as liver and kidney toxicity, carcinogenicity, and mutagenicity. In particular, when chlorinating agents are used for disinfection, organic substances in water (mainly natural organic substances such as humic substances) react with chlorine, and many halogens such as trihalomethane and haloacetic acid have been pointed out as carcinogenic health hazards. A monster is made.

また、塩化シアンも消毒副生成物であり、アンモニアと有機物を含む水を次亜塩素酸ナトリウムで処理することにより生成される。塩化シアンは体内に入ると速やかに猛毒のシアンに変化する。   Cyanide chloride is also a disinfection by-product and is produced by treating water containing ammonia and organic substances with sodium hypochlorite. When cyanide chloride enters the body, it quickly changes to highly toxic cyanide.

消毒生成物は非常に低い濃度でも毒性を示すため、水道基準でも以下のように基準値は低い濃度で設定されている。(クロロホルム(CHCL3):0.06mg/l、ジブロモクロロメタン(CHBr2CL):0.1 mg/l、ブロモジクロロメタン(CHBrCL2):0.03 mg/l、ブロモホルム(CHBr3)0.09 mg/l、クロロ酢酸(CH2CLCOOH):0.02 mg/l、ジクロロ酢酸(CH CL2COOH)0.04 mg/l、トリクロロ酢酸(CCL3COOH):0.2 mg/l
消毒副生成物の生成量は、有機物の存在量、塩素の注入量、消毒剤との接触時間、pH値、水温などの条件によって変わってくる。一般に消毒副生成物の濃度は反応時間が長くなればそれだけ増加する。概して化学反応は温度が10℃上昇すれば反応は倍増すると云われており、消毒副生成物の生成も化学反応なので水温が高いほど反応速度が上がり、濃度は高くなる。pH値についてはトリハロメタン類ではpHが高い方が進行する。
Since the disinfection product shows toxicity even at a very low concentration, the standard value is set at a low concentration in the water supply standard as follows. (Chloroform (CHCL 3 ): 0.06 mg / l, dibromochloromethane (CHBr 2 CL): 0.1 mg / l, bromodichloromethane (CHBrCL 2 ): 0.03 mg / l, bromoform (CHBr 3 ) 0.09 mg / l, chloroacetic acid (CH 2 CLCOOH): 0.02 mg / l, dichloroacetic acid (CH CL 2 COOH) 0.04 mg / l, trichloroacetic acid (CCL 3 COOH): 0.2 mg / l
The amount of disinfection by-products varies depending on conditions such as the amount of organic matter present, the amount of chlorine injected, the contact time with the disinfectant, the pH value, and the water temperature. In general, the concentration of disinfection by-products increases with increasing reaction time. In general, chemical reactions are said to double when the temperature rises by 10 ° C. Since the production of disinfection by-products is also a chemical reaction, the higher the water temperature, the higher the reaction rate and the higher the concentration. As for the pH value, the higher the pH, the more the trihalomethanes.

温浴施設やプールにおいて消毒剤として塩素を使用することは一般的に広く行われていることであり、消毒副生成物の生成は避けられない。公衆浴場5施設の浴室空気のトリハロメタン濃度を調査したところ、CHCL3:45〜200mg/m3、CHBrCL2:3.8〜17mg/m3等で、何れもCHCL3≫CHBrCL2>CHBr2CL>CHBr3の順であり、一般の家庭における入浴時の浴室内のトリハロメタン濃度はCHCL3:45〜200mg/m3、CHBrCL2:3.8〜17mg/m3となり、公衆浴場ではCHCL3濃度のみが突出して高い傾向が認められたことが報告されている例もある。 The use of chlorine as a disinfectant in hot bath facilities and pools is generally practiced and the generation of disinfection by-products is inevitable. When the concentration of trihalomethane in the bathroom air at 5 public baths was investigated, CHCL 3 : 45 to 200 mg / m 3 , CHBrCL 2 : 3.8 to 17 mg / m 3, etc., all of which are CHCL 3 >> CHBrCL 2 > CHBr 2 CL> CHBr 3 in order, and the concentration of trihalomethane in the bathroom at the time of bathing in a general household is CHCL 3 : 45 to 200 mg / m 3 , CHBrCL 2 : 3.8 to 17 mg / m 3 , and only the CHCL 3 concentration is prominent in public baths In some cases, a high tendency has been reported.

また、例えばpH:8.0、過マンガン酸カリウム消費量:183mg/l、アンモニア性窒素:32.3mg/lの水質を持つ温泉水のように、日本においては、pHが高く、有機物、アンモニア濃度が極端に高い温泉水が多い。そのため、消毒副生成物の生成し易い条件を満たした温泉水が少なくはなく、さらに入浴温度である35〜45℃の温度条件も消毒生成物の生成を助長している。   Also, for example, hot spring water with water quality of pH: 8.0, potassium permanganate consumption: 183 mg / l, ammoniacal nitrogen: 32.3 mg / l, in Japan, pH is high, organic matter and ammonia concentration are extreme. There are many hot spring water. For this reason, there are not a few hot spring waters that satisfy the conditions for easily generating disinfection by-products, and the temperature condition of 35 to 45 ° C., which is a bathing temperature, also promotes the generation of disinfecting products.

通常、水道水の場合、表流水において過マンガン酸カリウム消費量が12mg/l以上、地下水においては色度が20以上を呈するときは塩素消毒によってトリハロメタンの発生が懸念されるのでそれに対する措置を講ずることが公的機関より指導されている。そのため、浄水場における消毒副生成物対策としては、ひとたび生成してしまった化学生成物を除去することは除去作業や作業効率において問題があるので、予めその生成を抑制する水処理方法を行うことが有効であるとの立場から、凝集沈殿処理などの前処理操作によって、トリハロメタンの前駆物質である有機物の除去を行っている。   In general, in the case of tap water, when potassium permanganate consumption is 12 mg / l or more in surface water and chromaticity is 20 or more in groundwater, measures are taken against the occurrence of trihalomethane due to chlorination. This is being instructed by public institutions. Therefore, as a measure against disinfection by-products in water purification plants, there is a problem in removing work and work efficiency to remove chemical products once generated, so a water treatment method that suppresses the generation in advance is performed. From the standpoint that is effective, organic substances that are precursors of trihalomethane are removed by pretreatment operations such as coagulation sedimentation treatment.

しかし、温泉水の場合、フミン質等の有機物は温泉を茶褐色にする成分として珍重されており、除去してしまうことはできない。   However, in the case of hot spring water, organic substances such as humic substances are prized as components that make the hot spring brown, and cannot be removed.

過去に発明者らは特許文献1で開示したように温泉水または温泉系統のろ過器の洗浄殺菌方法として、消毒生成物を生成しない二酸化塩素を利用したシステムを発明したが、濃度測定が難しかったり、コスト高になるとの問題があり、塩素を用いたろ過器の洗浄殺菌方法の開発が望まれていた。   In the past, the inventors have invented a system using chlorine dioxide that does not produce a disinfectant product as a cleaning and sterilizing method for hot spring water or a hot spring system filter as disclosed in Patent Document 1, but concentration measurement is difficult. However, there is a problem that the cost becomes high, and development of a cleaning and sterilizing method for a filter using chlorine has been desired.

トリハロメタン等の消毒副生成物の除去方法については、曝気により液相から気相に放出させることができ、クロロホルムを曝気30分で約90%除去できることは公知である。また、活性炭による吸着処理も可能であり、総トリハロメタンの平衡吸着量はヤシガラ炭で0.65mg/g、石油系活性炭で0.5 mg/gである。   About the removal method of disinfection by-products, such as a trihalomethane, it can be made to discharge | release from a liquid phase to a gaseous phase by aeration, and it is publicly known that about 90% can be removed in 30 minutes by aeration. Also, adsorption treatment with activated carbon is possible, and the equilibrium adsorption amount of total trihalomethane is 0.65 mg / g for coconut husk charcoal and 0.5 mg / g for petroleum activated carbon.

特開2005−313048号JP-A-2005-313048

そこで本発明は、濾過槽と濾過槽に付随する配管内に定着している細菌類やアメーバ等の微生物よりなる生物膜の除去と微生物の殺菌を、逆洗浄時に、効果的に行うことを目的としている。そして、高濃度塩素により安価で生物膜等の有機物の除去と殺菌を行うにあたり、生成する消毒副生成物を同時に除去するとともに、効果的に濾過装置の浄化を成し遂げることのできるシステムの構築を目的としている。   In view of the above, the present invention has an object to effectively remove a biofilm composed of microorganisms such as bacteria and amoeba and sterilization of microorganisms, which are fixed in a filtration tank and a pipe attached to the filtration tank, during backwashing. It is said. The purpose is to build a system that can remove the disinfection by-products that are produced at the same time with high-concentration chlorine at low cost and sterilize organic matter such as biofilms and can effectively purify the filtration device. It is said.

(1)高濃度塩素剤を濾過槽若しくは濾過槽に付随する配管内に注入し、曝気による攪拌を行った後、濾過装置の浴槽水を逆流させて濾過装置を洗浄することを特徴とする濾過装置の洗浄方法を提供することにより、前記課題を解決する。   (1) Filtration characterized by injecting a high-concentration chlorine agent into a filtration tank or piping attached to the filtration tank, stirring by aeration, and then washing the filtration apparatus by backflowing the bath water of the filtration apparatus The problem is solved by providing a method for cleaning an apparatus.

(2)特に、(1)に記載の濾過装置の洗浄方法において高濃度塩素剤による浄化により生じた消毒副生成物を除去手段により処理することを特徴とする。   (2) In particular, the method for cleaning a filtration device according to (1) is characterized in that a disinfection by-product generated by purification with a high-concentration chlorine agent is treated by a removing means.

(3)更に、前記除去手段が活性炭による吸着処理であることを特徴とする。   (3) Further, the removing means is an adsorption treatment with activated carbon.

(4)浴槽水の濾過を行う濾過槽と、該濾過槽内に塩素剤を送り出すための消毒剤供給手段と、該濾過槽内に圧力空気を送り出すための圧力空気供給手段と、消毒副生成物を除去するための除去手段とを設けたことを特徴とする濾過装置洗浄システムを提供することにより、前記課題を解決する。   (4) Filtration tank for filtering bath water, disinfectant supply means for sending chlorine agent into the filtration tank, pressure air supply means for sending pressure air into the filtration tank, and disinfection by-product The above-mentioned problem is solved by providing a filter cleaning system provided with a removing means for removing an object.

(5)(4)に記載の濾過装置洗浄システムにおいて、前記除去手段が活性炭による吸着処理であることを特徴とする。   (5) The filtration device cleaning system according to (4), wherein the removing means is an adsorption process using activated carbon.

本発明に係る濾過装置の洗浄方法及び洗浄システムを用いることにより、濾過槽内及び装置内に生息するアメーバ等で形成される生物膜及びこれらの栄養源となる有機物を除去することができるため、濾過槽内やこれに付随する配管内において人体に有害な影響を及ぼすレジオネラ菌などの微生物が生育できない環境を提供することができる。   By using the cleaning method and the cleaning system of the filtration device according to the present invention, it is possible to remove the biofilm formed in the filtration tank and the amoeba inhabiting in the device and the organic matter serving as a nutrient source thereof. It is possible to provide an environment in which microorganisms such as Legionella bacteria that have a harmful effect on the human body cannot grow in the filtration tank or the pipes accompanying the filtration tank.

消毒剤に高濃度塩素を使用することによって、濾過槽内の有機物を除去する効果を高めることができ、従来この有機物に多く消費されていた塩素系消毒剤の削減が可能となる。   By using high-concentration chlorine as a disinfectant, it is possible to increase the effect of removing organic substances in the filtration tank, and it is possible to reduce the chlorine-based disinfectant that has been conventionally consumed in a large amount of organic substances.

消毒剤に高濃度塩素を使用することによって、濾過槽内の有機物を除去する効果を高めることができ、クロラミンの生成が低減するため、浴槽やプールでの不快な塩素臭を抑制することができる。   By using high-concentration chlorine as a disinfectant, it is possible to increase the effect of removing organic substances in the filtration tank, and the production of chloramine is reduced, so that unpleasant chlorine odor in the bathtub or pool can be suppressed. .

洗浄の際、濾過器内水のみの塩素濃度を高濃度にするため、逆洗浄水の塩素濃度を高濃度にする前記濾過器内高濃度塩素逆洗浄法に比べて、かかる塩素剤コストは1/10〜1/6程度に抑えることができる。   In order to increase the chlorine concentration of only the water in the filter at the time of cleaning, the chlorine agent cost is 1 compared to the high concentration chlorine reverse cleaning method in the filter to increase the chlorine concentration of the backwash water. It can be suppressed to about / 10 to 1/6.

濾過器内の高濃度塩素と濾材を接触せしめるために曝気を行うため、消毒副生成物を気相中に気散でき、さらに気散した消毒副生成物を除去するための活性炭等の除去装置を備えるため、環境への影響が少ない。   Since aeration is performed to bring the high-concentration chlorine in the filter into contact with the filter medium, disinfection by-products can be diffused into the gas phase, and a removal device such as activated carbon is used to remove dissipated disinfection by-products. It has less impact on the environment.

本発明にかかるシステムによる濾過装置内の洗浄運転は逆洗浄時のみ稼動するため、必要とされる電気量、薬液量を最小限に抑えることができる。   Since the cleaning operation in the filtration apparatus by the system according to the present invention operates only at the time of reverse cleaning, the required amount of electricity and amount of chemical solution can be minimized.

本発明のシステムを自動運転可能とすることもでき、その場合には消毒剤を加える際の危険が少なく、また維持管理も容易である。   The system of the present invention can also be operated automatically, in which case there is little risk when adding a disinfectant and maintenance is easy.

本発明に係る方法及びシステムについて図を用いて詳細に説明する。図1は本システムの概念図であり、図2は濾過槽内の図である。まず、通常の濾過方法について説明すると、浴槽から除毛器7を経て濾過槽2内に浴槽水が流入し、濾過装置1で濾過される。その後、熱交換器3によって水温が調節されて、適宜塩素系消毒剤等が混入され、浴槽へと流入することによって、水が循環する。   The method and system according to the present invention will be described in detail with reference to the drawings. FIG. 1 is a conceptual diagram of this system, and FIG. 2 is a diagram inside a filtration tank. First, a normal filtration method will be described. Bath water flows into the filtration tank 2 from the bathtub through the hair remover 7 and is filtered by the filtration device 1. Thereafter, the water temperature is adjusted by the heat exchanger 3, and a chlorine-based disinfectant or the like is appropriately mixed and flows into the bathtub, thereby circulating water.

濾過槽2内は図2に示す構造になっており、その内部には濾材4を有している。濾過槽2の上部より、浴槽水が流入し、濾材4を通過するにつれて、懸濁物質が濾材4に吸着し、浴槽水は次第に浄化されていく。   The inside of the filtration tank 2 has a structure shown in FIG. 2, and has a filter medium 4 inside thereof. As the bathtub water flows in from the upper part of the filtration tank 2 and passes through the filter medium 4, the suspended substances are adsorbed on the filter medium 4, and the bathtub water is gradually purified.

次に逆洗浄について説明すると、濾過槽2の下部から上部へと水を押し流して、濾材4や濾過槽2の内壁に付着している生物膜や有機物等を浮かび上がらせて、濾過槽2の上部から排出させる。その後、濾過装置1を運転させて、初期濾過水のみを排出させて逆洗浄は完了する。本発明は、当該逆洗浄時に、濾材4をはじめ、濾過槽2に付着した懸濁物質を効果的に取り除くことを目的としているものである。   Next, backwashing will be described. The water is pushed from the lower part to the upper part of the filtration tank 2, and the biofilm and organic matter adhering to the inner wall of the filter medium 4 and the filtration tank 2 are lifted up. To drain. Thereafter, the filtration device 1 is operated to discharge only the initial filtered water, and the backwashing is completed. The object of the present invention is to effectively remove suspended substances adhering to the filter tank 2 as well as the filter medium 4 during the backwashing.

弁9は濾過槽2内に流入出する浴槽水の流路を調節し、逆洗浄時に洗浄排水となった浴槽水を排出させる役割を果たすものである。弁9には五方向に弁が設けられた五方弁を使用することによって、浴槽からの濾過槽への浴槽水の流入を濾過槽上部方向及び下部方向に、又、濾過槽からの流出を浴槽方向及び外部排水方向に切り替えることができるが、二方弁や三方弁を複数使用することにより五方弁を使用したときと同じ効果を得るようにすることもできる。   The valve 9 adjusts the flow path of the bath water flowing into and out of the filtration tank 2 and plays a role of discharging the bath water that has been washed and drained during reverse cleaning. By using a five-way valve provided with valves in five directions as the valve 9, the inflow of bath water from the bathtub to the filter tank is directed to the upper and lower directions of the filter tank and from the filter tank. Although it can switch to a bathtub direction and an external drainage direction, it can also be made to acquire the same effect as when a five-way valve is used by using two or more three-way valves.

濾過の際には浴槽から濾過槽2上部に浴槽水が流入するよう、又、濾材4を通過した浴槽水が濾過槽2の下部から浴槽へ流出するように弁9を調節する。逆洗浄の際には浴槽から濾過槽2の下部に浴槽水が流入し、濾材の下方から上方に向かって浴槽水を逆流させて、濾過槽2の上部から外部へ洗浄廃水となった浴槽水が排出するように弁9を調節する。逆洗浄の後に行なわれる初期濾過水の排水の際には、浴槽から濾過槽2上部に浴槽水が流入するよう、又、濾材4を通過した浴槽水を濾過槽2の下部から外部へ排出するよう、弁9を調節する。   During filtration, the valve 9 is adjusted so that the bathtub water flows from the bathtub to the upper part of the filtration tank 2 and so that the bathtub water that has passed through the filter medium 4 flows from the lower part of the filtration tank 2 to the bathtub. In the reverse cleaning, the bathtub water flows into the lower part of the filtration tank 2 from the bathtub, the bathtub water flows backward from the lower side to the upper side of the filter medium, and becomes the washing waste water from the upper part of the filtration tank 2 to the outside. The valve 9 is adjusted so that is discharged. When draining the initial filtered water performed after back washing, the bathtub water that has passed through the filter medium 4 is discharged from the lower part of the filter tank 2 to the outside so that the bathtub water flows into the upper part of the filter tank 2 from the bathtub. Adjust the valve 9 so that.

濾過槽2に消毒液11を注入する際の消毒剤供給手段としては、従来からある方法で行うが、例えばポンプ8や流量計等を用いて、注入量の調節が可能にしておくのが好ましい。   As a disinfectant supply means for injecting the disinfectant solution 11 into the filtration tank 2, a conventional method is used. However, it is preferable that the injection amount can be adjusted using, for example, a pump 8 or a flow meter. .

本発明に係る方法及びシステムの稼動について説明する。浴槽水が貯留されている濾過槽2内若しくは濾過槽2に付随する配管5内に消毒液11を注入する。この際使用する消毒液11は塩素系薬剤が使用できる。   The operation of the method and system according to the present invention will be described. The disinfectant 11 is injected into the filter tank 2 in which the bath water is stored or into the pipe 5 attached to the filter tank 2. The disinfecting liquid 11 used at this time can use a chlorinated chemical.

塩素系薬剤には、次亜塩素酸ナトリウム、次亜塩素酸カルシウム、有機性塩素剤が使用できる。この際には濾過槽2内の遊離残留塩素濃度が2〜30ppm、好ましくは5〜10ppmとなるよう、注入するのが好ましい。尚、濃度が高く設定される場合は、中和剤を投入することも可能である。   As the chlorinated drug, sodium hypochlorite, calcium hypochlorite, and organic chlorinating agents can be used. In this case, it is preferable to inject so that the concentration of free residual chlorine in the filtration tank 2 is 2 to 30 ppm, preferably 5 to 10 ppm. If the concentration is set high, a neutralizing agent can be added.

その後、曝気による攪拌を加え、濾過槽2内の浴槽水と消毒剤11を十分に混合する。圧力空気供給手段としてコンプレッサー6を用いて圧力空気を濾過槽2内に送り出し、攪拌を行うことができる。曝気によって濾材4に付着していた有機物や、細菌やアメーバ等の生物膜が剥がれ落ちるため、これら生物膜が消毒液11に十分接し、死滅せしめることのできる有効な手段である。   Then, stirring by aeration is added, and the bath water in the filtration tank 2 and the disinfectant 11 are sufficiently mixed. A compressor 6 is used as a pressure air supply means, and pressure air can be sent into the filtration tank 2 to perform stirring. Since organic substances adhering to the filter medium 4 due to aeration and biofilms such as bacteria and amoeba are peeled off, these biofilms are in effective contact with the disinfecting solution 11 and can be killed.

また曝気により同時に消毒副生成物を液中から気散することができ、さらに濾過槽2の上部に設けられた空気抜弁10から放出される空気中の消毒副生成物を活性炭吸着装置12により除去することができる。なお空気抜弁10は手動二方弁や自動ニ方弁でも代用でき、排出量が多くなる場合はファン等を設置して濾過槽内の空気を排出しやすくする。   Further, disinfection by-products can be diffused from the liquid at the same time by aeration, and further, disinfection by-products in the air released from the air vent valve 10 provided at the top of the filtration tank 2 are removed by the activated carbon adsorption device 12. can do. The air vent valve 10 can be replaced with a manual two-way valve or an automatic two-way valve. When the discharge amount increases, a fan or the like is installed to facilitate the discharge of the air in the filtration tank.

尚、濾過槽2の上部には空気抜き弁10や圧力計13が設けられており、濾過槽2内の圧力の確認を可能にしている。   In addition, an air vent valve 10 and a pressure gauge 13 are provided in the upper part of the filtration tank 2 so that the pressure in the filtration tank 2 can be confirmed.

十分に消毒液11が水中に撹拌されたら、曝気を止め濾過槽2内の浴槽水を下部から上部へと逆流させて、上記洗浄によって廃水となった浴槽水を上部から排出せしめ、逆洗浄を行う。   When the disinfectant 11 is sufficiently agitated in the water, aeration is stopped and the bath water in the filtration tank 2 is made to flow backward from the lower part to the upper part. Do.

逆洗浄が終わった後、濾過装置1の運転を再開するが、直後の濾過水を清浄なものとするため、濾過槽2の下部から初期濾過水を排出させるのが望ましい。   After the backwashing is finished, the operation of the filtration device 1 is resumed, but it is desirable to drain the initial filtered water from the lower portion of the filtration tank 2 in order to clean the filtered water immediately after.

尚、本システムを自動化し、加える消毒液11の量や、濾過槽2内のPH値等の濃度の管理、さらには曝気時間や逆洗時間の設定等を制御盤によって設定可能としたシステムにすることができる。   In addition, this system is automated so that the amount of the disinfectant 11 to be added, the management of the concentration such as the PH value in the filtration tank 2, and the setting of the aeration time and backwash time can be set by the control panel. can do.

前記消毒液として次亜塩素酸ナトリウムを混合する場合の実施例を説明する。濾過槽2若しくは濾過槽2に付随する配管5内に、濾過槽2内の遊離残留塩素濃度が10ppmになるまで、消毒液11である次亜塩素酸ナトリウム12%水溶液を注入する。10〜60分、好ましくは30分コンプレッサー6にて曝気を行う。   An embodiment in the case of mixing sodium hypochlorite as the disinfectant will be described. A 12% aqueous sodium hypochlorite solution as the disinfectant 11 is injected into the filtration tank 2 or the pipe 5 associated with the filtration tank 2 until the free residual chlorine concentration in the filtration tank 2 reaches 10 ppm. Aeration is carried out with the compressor 6 for 10 to 60 minutes, preferably 30 minutes.

曝気により濾過槽2内に供給された空気は、気散した消毒生成物を含んで、空気抜き弁10から排出され、その後活性炭吸着装置12で消毒副生成物は除去される。   The air supplied into the filtration tank 2 by aeration contains the disinfected disinfection product and is discharged from the air vent valve 10, and then the disinfection by-product is removed by the activated carbon adsorption device 12.

曝気終了後、濾過槽2の下部から上部へと浴槽水を逆流させ、濾過槽2の上部から、廃水となった浴槽水を排出させる。   After the aeration, the bathtub water is made to flow backward from the lower part of the filtration tank 2 to the upper part, and the bathtub water that has become waste water is discharged from the upper part of the filtration tank 2.

その後、濾過運転を再開できるが、初期濾過水は、逆洗時の懸濁物が残存していることもあるため、浴槽には戻さずに排出させるのが望ましい。   Thereafter, the filtration operation can be resumed, but it is desirable to discharge the initial filtered water without returning it to the bathtub because the suspension during backwashing may remain.

次亜塩素酸ナトリウムを用いた濾過槽2の洗浄殺菌を行った場合の効果を表1に示す。表1は循環濾過系の水質検査結果を表す。   Table 1 shows the effect of washing and sterilizing the filtration tank 2 using sodium hypochlorite. Table 1 shows the water quality test results of the circulating filtration system.

Figure 2008012462
Figure 2008012462

濾過槽のアメーバ数は不検出若しくは検出されても1個体/mlであり、高濃度塩素の注入と曝気による攪拌によって、効果的にアメーバの除去が行われたことが推察される。   The number of amoeba in the filtration tank is 1 individual / ml even if it is not detected or detected, and it is presumed that amoeba was effectively removed by injecting high concentration chlorine and stirring by aeration.

濾過槽のレジオネラ属菌、大腸菌群は全ての濾過槽で不検出であり、一般細菌についても非常に低い検出数になっていることから、効果的に殺菌が行われたことが推察される。   Legionella and coliform bacteria in the filtration tanks are not detected in all filtration tanks, and the number of general bacteria is also very low. Therefore, it is presumed that the bacteria were effectively sterilized.

濾過槽の有機物の指標である過マンガン酸カリウム消費量は非常に低い値になっており、効果的に洗浄が行われたことが推察される。   The consumption of potassium permanganate, which is an indicator of the organic matter in the filtration tank, is a very low value, suggesting that the cleaning was effectively performed.

浴槽、プールの各水質は、厚生労働省の基準と比べると非常に低く、清澄な状態が維持されている。これは濾過槽が効果的に清浄殺菌され、濾過機能が十分に発揮されているためと推察される。   The water quality of the bathtub and pool is very low compared to the standards of the Ministry of Health, Labor and Welfare, and the water quality is kept clear. This is presumably because the filtration tank is effectively cleaned and sterilized and the filtration function is sufficiently exhibited.

消毒副生成物の除去手段として、活性炭による除去の他、オゾン処理を行うことができる。濾過装置にオゾンを注入し、攪拌もしくは曝気した後、チオ硫酸ナトリウムを添加し、残留オゾン及び残留塩素を除去する。そして曝気を止め濾過槽2内の浴槽水を下部から上部へと逆流させて、上記洗浄によって廃水となった浴槽水を上部から排出せしめ、逆洗浄を行う。   As a means for removing disinfection by-products, ozone treatment can be performed in addition to removal by activated carbon. After injecting ozone into the filtration device and stirring or aeration, sodium thiosulfate is added to remove residual ozone and residual chlorine. And aeration is stopped, the bathtub water in the filtration tank 2 is made to flow backward from the lower part to the upper part, the bathtub water which became waste water by the said washing | cleaning is discharged | emitted from the upper part, and reverse washing is performed.

逆洗浄が終わった後、濾過装置1の運転を再開するが、直後の濾過水を清浄なものとするため、濾過槽2の下部から初期濾過水を排出させるのが望ましい。   After the backwashing is finished, the operation of the filtration device 1 is resumed, but it is desirable to drain the initial filtered water from the lower portion of the filtration tank 2 in order to clean the filtered water immediately after.

消毒副生成物の除去手段として、ゼオライトあるいはシリカゲル等の多孔質体から構成されるフィルターを用いることもできる。   As a means for removing the disinfection by-product, a filter composed of a porous material such as zeolite or silica gel can be used.

その場合、過槽2の上部に設けられた空気抜弁10から放出される空気中の消毒副生成物をゼオライトあるいはシリカゲルから構成されるフィルターに吸着させ、除去することができる。   In that case, the disinfection by-product in the air discharged | emitted from the air vent valve 10 provided in the upper part of the excess tank 2 can be made to adsorb | suck to the filter comprised from a zeolite or a silica gel, and can be removed.

概念図Conceptual diagram 濾過槽内を表した図Diagram showing inside of filtration tank

符号の説明Explanation of symbols

1 濾過装置
2 濾過槽
3 熱交換器
4 濾過材
5 配管
6 コンプレッサー
7 除毛器
8 ポンプ
9 弁
10 空気抜き弁
11 消毒液
13 圧力計
DESCRIPTION OF SYMBOLS 1 Filtration apparatus 2 Filtration tank 3 Heat exchanger 4 Filter material 5 Piping 6 Compressor 7 Hair removal device 8 Pump 9 Valve 10 Air vent valve 11 Disinfection liquid 13 Pressure gauge

Claims (5)

高濃度塩素剤を濾過槽若しくは濾過槽に付随する配管内に注入し、曝気による攪拌を行った後、濾過装置の浴槽水を逆流させて濾過装置を洗浄することを特徴とする濾過装置の洗浄方法。 Washing the filtration device, injecting a high-concentration chlorine agent into the filtration tank or piping attached to the filtration tank, stirring by aeration, and then washing the filtration device by backflowing the bath water of the filtration device Method. 高濃度塩素剤による浄化により生じた消毒副生成物を除去手段により処理することを特徴とする請求項1に記載の濾過装置の洗浄方法。 The cleaning method for a filtration device according to claim 1, wherein a disinfection by-product generated by purification with a high concentration chlorine agent is treated by a removing means. 前記除去手段が活性炭による吸着処理であることを特徴とする請求項2に記載の濾過装置の清浄方法。 The method for cleaning a filtration device according to claim 2, wherein the removing means is an adsorption treatment with activated carbon. 浴槽水の濾過を行う濾過槽と、該濾過槽内に塩素剤を送り出すための消毒剤供給手段と、該濾過槽内に圧力空気を送り出すための圧力空気供給手段と、消毒副生成物を除去するための除去手段とを設けたことを特徴とする濾過装置洗浄システム。 Filtration tank for filtering bath water, disinfectant supply means for sending chlorine agent into the filtration tank, pressure air supply means for sending pressure air into the filter tank, and disinfection by-products are removed And a removing means for performing the filtration device cleaning system. 前記除去手段が活性炭による吸着処理であることを特徴とする請求項4に記載の濾過装置洗浄システム。


The filtration apparatus cleaning system according to claim 4, wherein the removing means is an adsorption process using activated carbon.


JP2006187504A 2006-07-07 2006-07-07 Method and system for cleaning and sterilizing filter Pending JP2008012462A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106007071A (en) * 2016-06-27 2016-10-12 浙江水利水电学院 Water body purification device and method for landscape park
CN107285521A (en) * 2017-08-02 2017-10-24 金剑环保有限公司 Full-automatic pressure type water purification station
JP2019013862A (en) * 2017-07-03 2019-01-31 株式会社ウェルシィ Water treatment method and water treatment device
CN112093931A (en) * 2020-08-13 2020-12-18 杭州莱鸟科技有限责任公司 Domestic intelligent washing machine with sewage purification function
CN115851385A (en) * 2022-12-23 2023-03-28 西安蓝岛环保科技有限公司 Cleaning agent for cleaning water treatment filter material and preparation process thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106007071A (en) * 2016-06-27 2016-10-12 浙江水利水电学院 Water body purification device and method for landscape park
CN106007071B (en) * 2016-06-27 2020-08-18 浙江水利水电学院 Water body purification device and method for landscape park
JP2019013862A (en) * 2017-07-03 2019-01-31 株式会社ウェルシィ Water treatment method and water treatment device
CN107285521A (en) * 2017-08-02 2017-10-24 金剑环保有限公司 Full-automatic pressure type water purification station
CN112093931A (en) * 2020-08-13 2020-12-18 杭州莱鸟科技有限责任公司 Domestic intelligent washing machine with sewage purification function
CN115851385A (en) * 2022-12-23 2023-03-28 西安蓝岛环保科技有限公司 Cleaning agent for cleaning water treatment filter material and preparation process thereof

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