JPH0629690U - Organic wastewater treatment equipment - Google Patents

Organic wastewater treatment equipment

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Publication number
JPH0629690U
JPH0629690U JP071050U JP7105092U JPH0629690U JP H0629690 U JPH0629690 U JP H0629690U JP 071050 U JP071050 U JP 071050U JP 7105092 U JP7105092 U JP 7105092U JP H0629690 U JPH0629690 U JP H0629690U
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JP
Japan
Prior art keywords
organic wastewater
valve
treated water
filtration
wastewater treatment
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP071050U
Other languages
Japanese (ja)
Inventor
治 妹尾
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Kakoki Kaisha Ltd
Original Assignee
Mitsubishi Kakoki Kaisha Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsubishi Kakoki Kaisha Ltd filed Critical Mitsubishi Kakoki Kaisha Ltd
Priority to JP071050U priority Critical patent/JPH0629690U/en
Publication of JPH0629690U publication Critical patent/JPH0629690U/en
Pending legal-status Critical Current

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Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

(57)【要約】 【目的】処理槽内に濾過部材を設置し、直接清澄な処理
水を得ることにより、設備の設置面積の縮小化と、処理
時間の短縮化を図り、また簡単な装置構成で容易な操作
性により、濾過部材の目詰りを防止して長期間の運転が
可能な有機性廃水の処理装置を提供する。 【構成】処理槽内に複数の濾過部材を設置し、それぞれ
の濾過部材に逆洗流体の圧力で開閉作動する遮断弁をそ
れぞれ接続すると共に、逆洗流体の流路を切り替える一
つの多点切り替え弁を接続した有機性廃水の処理装置。
(57) [Abstract] [Purpose] By installing a filtering member in the treatment tank and directly obtaining clear treated water, the installation area of the equipment can be reduced and the treatment time can be shortened. (EN) Provided is an organic wastewater treatment device capable of preventing clogging of a filtering member and being capable of long-term operation due to its easy operability. [Structure] A plurality of filter members are installed in a processing tank, and each filter member is connected with a shutoff valve that opens and closes by the pressure of the backwash fluid, and one multi-point switch that switches the flow path of the backwash fluid. An organic wastewater treatment device with a valve connected.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、下水やし尿等の有機性廃水を処理する有機性廃水の処理装置に関す る。 The present invention relates to an organic wastewater treatment apparatus for treating organic wastewater such as sewage and night soil.

【0002】[0002]

【従来の技術】[Prior art]

従来の有機性廃水を処理する装置としては、活性汚泥処理装置が一般に多く実 施されている。本装置においては、被処理水を生物反応槽に導入し、多孔の散気 装置から空気を吹き込んで曝気することにより、含有する有機物を好気性の微生 物により生物学的に処理しており、また生物反応槽に粉末活性炭を添加して処理 する装置等もある。 As a conventional device for treating organic wastewater, an activated sludge treatment device is generally widely used. In this system, the water to be treated is introduced into the biological reaction tank, and air is blown from the porous diffuser to aerate it, thereby biologically treating the contained organic matter with aerobic microbes. Also, there is a device for adding powdered activated carbon to the biological reaction tank for processing.

【0003】 前記生物処理後の処理水は、沈澱槽に導入して、汚泥や粉末活性炭などと処理 水とに分離した後、汚泥の一部を前記生物反応槽に返送し、処理水はそのまま放 流されるか、または砂濾過装置や活性炭処理装置などにより高度処理された後再 利用されている。The treated water after the biological treatment is introduced into a settling tank and separated into sludge, powdered activated carbon and the like and treated water, and then a part of the sludge is returned to the biological reaction tank, and the treated water remains as it is. It is discharged or is highly treated by a sand filter device or activated carbon treatment device before it is reused.

【0004】 最近では、前記の沈澱槽に換えて濾過膜分離装置により汚泥と処理水との分離 が行われたり、或いは生物反応槽内に多孔質の濾過部材を設置し、直接処理水を 分離採取する装置なども用いられている。Recently, sludge and treated water are separated by a filtration membrane separator instead of the above-mentioned settling tank, or a porous filter member is installed in the biological reaction tank to directly separate treated water. A collecting device is also used.

【0005】 前記において、沈澱槽で固液分離する装置においては、汚泥の沈降速度が遅い ため、沈澱槽の設置面積が極めて大きくなり、また汚泥の濃縮度も低いため、生 物反応槽へ汚泥を返送したとしても生物反応槽内の汚泥濃度を高負荷処理できる 程に高めることができない問題がある。In the above-mentioned apparatus, in the apparatus for solid-liquid separation in the settling tank, the sludge settling speed is slow, so the installation area of the settling tank is extremely large, and the sludge concentration is low, so the sludge is transferred to the biological reaction tank Even if the sludge is returned, there is a problem that the sludge concentration in the biological reaction tank cannot be increased to a high load.

【0006】 また濾過膜分離装置を設置した処理装置にあっては、膜表面に有機物や微生物 等のスライムが付着して目詰りを起こし、液透過速度が低下しやすいため、頻繁 に薬液洗浄や物理的洗浄などにより膜表面の清浄化処理を行う必要が生じている 。In addition, in a treatment device equipped with a filtration membrane separation device, slime such as organic substances and microorganisms adheres to the membrane surface to cause clogging, and the liquid permeation rate tends to decrease. It has become necessary to clean the membrane surface by physical cleaning.

【0007】 更に、生物反応槽内に濾過部材を設置した処理装置においては、濾過部材を散 気装置から吹き込まれる空気に曝して表面の汚染による目詰まり防止を図った装 置があるが、目詰まりを若干遅らせる程度の効果しかなく、洗浄剤による洗浄頻 度はやはり多くなっている。Further, in a treatment apparatus having a filter member installed in a biological reaction tank, there is a device for exposing the filter member to air blown from an air diffuser to prevent clogging due to surface contamination. It has only the effect of slightly delaying clogging, and the frequency of cleaning with cleaning agents is still increasing.

【0008】 また前記において、濾過部材を散気装置として兼用し、一定の時間間隔で散気 と濾過とを繰り返して濾過部材を逆洗する装置も特開平4−171094号に開 示されているが、濾過工程と散気工程とが別々の工程となっているため、使用さ れる弁の数も多く、またそのために繁雑な制御となるか、またはシ−ケンス制御 などの複雑な制御装置を用いる必要が生じる。Further, in the above, a device which doubles the filtering member as an air diffusing device and repeats diffusing and filtering at regular time intervals to backwash the filtering member is also disclosed in Japanese Patent Laid-Open No. 4-171094. However, since the filtration process and the aeration process are separate processes, the number of valves used is large, and this leads to complicated control or complicated control devices such as sequence control. It becomes necessary to use it.

【0009】 尚沈澱槽で汚泥を沈降分離した処理水を更に活性炭処理装置によりCODや色 度成分を吸着し高度に処理する装置においては、活性炭処理装置に粉末活性炭を 流動状態で使用する処理装置なども検討されているが、活性炭と処理水とを分離 する沈澱槽などが更に必要となる問題がある。In addition, in the device for further treating COD and color components by the activated carbon treatment device to highly treat the treated water obtained by sedimentation and separation of sludge in the settling tank, the activated carbon treatment device uses powdered activated carbon in a fluidized state. However, there is a problem that a precipitation tank for separating activated carbon and treated water is required.

【0010】[0010]

【考案が解決しようとする課題】[Problems to be solved by the device]

本考案は有機性廃水を処理する装置において、生物反応槽内に複数の濾過部材 を設置することにより、直接清澄な処理水を得ることができ、また生物処理槽の 汚泥濃度を高く保持し、高容積負荷での運転が可能となり、効率的な処理がおこ なえ、設備の設置面積の縮小化と、処理時間の短縮化が図れる処理装置であり、 また粉末活性炭を用いた高度処理における粉末活性炭処理槽に、複数の濾過部材 を設置し、粉末活性炭を直接分離する処理装置であり、これらの処理装置におい て、簡単な装置構成となり、また容易な操作により濾過部材の目詰りが防止でき 、長期間の運転を可能とする装置を提供することを目的として成されたものであ る。 The present invention is an apparatus for treating organic wastewater, in which a plurality of filtration members are installed in the biological reaction tank, so that clear treated water can be obtained directly and the sludge concentration in the biological treatment tank can be kept high. It is a processing device that can be operated with a high volume load, can perform efficient processing, can reduce the installation area of equipment, and can shorten the processing time. This is a processing device that directly separates powdered activated carbon by installing multiple filtration members in the activated carbon treatment tank.With these treatment devices, the device configuration is simple and the filtration members can be prevented from clogging by easy operation. The purpose was to provide a device that enables long-term operation.

【0011】[0011]

【課題を解決するための手段】[Means for Solving the Problems]

前記目的を達成するための本考案は、有機性廃水を処理する処理槽内に複数の 濾過部材を設置し、それぞれの濾過部材に逆洗流体の圧力で開閉作動する遮断弁 をそれぞれ接続すると共に、逆洗流体の流路を切り替える一つの多点切り替え弁 を接続したことを特徴とする有機性廃水の処理装置である。 In order to achieve the above-mentioned object, the present invention provides a plurality of filtration members in a treatment tank for treating organic wastewater, and connects each of the filtration members with a shutoff valve which is opened and closed by the pressure of backwash fluid. The organic wastewater treatment apparatus is characterized in that one multipoint switching valve for switching the flow path of the backwashing fluid is connected.

【0012】[0012]

【作用】[Action]

生物反応槽内に導入された被処理水は、散気装置から吹き込まれる空気により 好気性に保たれ微生物により生物学的に処理される。更に生物反応槽内に設置さ れた複数の濾過部材により、汚泥と清澄な処理水とに分離され、生物反応槽内を 高汚泥濃度に維持し効率的な処理が行われるとともに、清澄な処理水を直接得る ことができる。また高度処理のための粉末活性炭処理槽においては、CODや色 度成分等を吸着した粉末活性炭が、槽内に設置した複数の濾過部材により濾過さ れて直接高度処理水を得ることができる。 The water to be treated introduced into the biological reaction tank is kept aerobic by the air blown from the air diffuser and biologically treated by microorganisms. In addition, multiple filtration members installed in the biological reaction tank separate sludge and clear treated water to maintain a high sludge concentration in the biological reaction tank for efficient treatment and clear treatment. You can get water directly. Further, in a powder activated carbon treatment tank for advanced treatment, powder activated carbon having COD, color components, etc. adsorbed thereon can be directly filtered to obtain highly treated water by being filtered by a plurality of filtration members installed in the tank.

【0013】 前記複数の濾過部材は、逆洗流体の流路を切り替える多点切り替え弁を介して 濾過状態と逆洗状態とに切り替えられ、それらは適宜な時間間隔をもって切り替 え操作が行われる。即ち多点切り替え弁における逆洗流体の供給管と連通する配 管に接続した濾過部材は逆洗状態となるとともに、その他の濾過部材は濾過状態 に維持される。The plurality of filtration members are switched between a filtration state and a backwash state through a multipoint switching valve that switches the flow path of the backwash fluid, and these are switched at appropriate time intervals. That is, the filtering member connected to the pipe communicating with the backwashing fluid supply pipe in the multipoint switching valve is in the backwashing state, and the other filtering members are maintained in the filtering state.

【0014】 前記濾過状態においては、遮断弁の背圧室への逆洗流体供給が多点切り替え弁 により停止されるため、弁体のヘッドを境として対向する濾液室側の圧力が優位 となり、弁体を押し上げて処理水排出管が開放され、処理水が排出管から系外に 排出されることにより、濾過操作が継続される。In the filtration state, since the backwash fluid supply to the back pressure chamber of the shutoff valve is stopped by the multipoint switching valve, the pressure on the filtrate chamber side facing the head of the valve body becomes dominant, The filtration operation is continued by pushing up the valve element to open the treated water discharge pipe and discharging the treated water from the discharge pipe to the outside of the system.

【0015】 また逆洗状態においては、遮断弁の背圧室に逆洗流体が多点切り替え弁を介し て供給されるため、背圧室側の圧力が濾液室側の圧力よりも優位となり、弁体を 押し下げて排出管を閉鎖し、処理水の排出が停止され、濾過部材に逆洗流体が供 給されて逆洗操作が行われる。Further, in the backwashing state, since the backwashing fluid of the shutoff valve is supplied through the multipoint switching valve, the pressure on the backpressure chamber side becomes superior to the pressure on the filtrate chamber side, The valve body is pushed down to close the discharge pipe, the discharge of the treated water is stopped, and the backwashing fluid is supplied to the filtering member to perform the backwashing operation.

【0016】 前記の通り濾過部材は適宜な時間間隔で濾過と逆洗とが繰り返されるため、濾 過部材の目詰りが防止され、長期間継続して濾過操作が行われ、また逆洗流体自 身の圧力により遮断弁の開閉操作が行われるため、複雑な制御装置や繁雑な操作 を必要としない。As described above, since the filtration member is repeatedly filtered and backwashed at appropriate time intervals, clogging of the filtration member is prevented, the filtration operation is continuously performed for a long time, and the backwashing fluid itself is Since the shut-off valve is opened and closed by the pressure of one's body, no complicated control device or complicated operation is required.

【0017】[0017]

【実施例】【Example】

本考案の実施例を図面に基づいて説明する。図1は本考案の一実施例の系統図 であり、図において、1は有機性廃水が導入され、図示しない散気装置により空 気が吹き込まれて好気性の微生物による生物学的処理が行われる生物反応槽や、 高度処理のために設けられた粉末活性炭処理槽等の処理槽であり、内部に複数の 濾過部材2が設置されている。尚生物処理槽に粉末活性炭を添加してもよい。 An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a system diagram of an embodiment of the present invention. In FIG. 1, 1 is an organic wastewater introduced, and air is blown by an air diffuser (not shown) for biological treatment by aerobic microorganisms. It is a treatment tank such as a biological reaction tank or a powder activated carbon treatment tank provided for advanced treatment, and a plurality of filtration members 2 are installed inside. Powdered activated carbon may be added to the biological treatment tank.

【0018】 2はセラミック、プラスチックまたは金属などの材質で製造された多孔質体、 または多孔質体を支持担体としてその表面を精密濾過膜で覆蓋して成る濾過部材 であり、その形状は円筒形、平板状などいずれでもよいが、好ましくは円筒形の 多孔質セラミック体がよい。尚多孔質体の孔径は、生物反応槽における生物活性 汚泥の分離では、0.05〜1.0ミクロンが好ましく、また粉末活性炭の分離 では、10〜100ミクロン程度が好ましい。更に複数の濾過部材2は、単一の 濾過部材21、22、23、24として複数設けてあってもよいが、複数を一ブ ロックとして複数群として設けた構成であってもよい。Reference numeral 2 denotes a porous body made of a material such as ceramic, plastic or metal, or a filtration member formed by covering the surface of the porous body with a microfiltration membrane as a support carrier and having a cylindrical shape. It may be in a flat plate shape or the like, but a cylindrical porous ceramic body is preferable. The pore size of the porous body is preferably 0.05 to 1.0 micron when separating the bioactive sludge in the bioreactor, and is preferably about 10 to 100 micron when separating the powdered activated carbon. Further, the plurality of filtering members 2 may be provided as a single filtering member 21, 22, 23, 24, but may be provided as a plurality of groups as one block.

【0019】 3a、3bは処理水の排出を制御し濾過部材2における濾過及び逆洗を切り替 えるため、それぞれの濾過部材2に接続された遮断弁であり、3aは逆洗流体の 圧力で閉弁した状態で、また3bは処理水の圧力で開弁した状態を示し、図2に その具体的な一例の遮断弁30を示す。遮断弁30はシリンダ31と、支持部材 33により支持されシリンダ31の内部側壁に添って移動する弁体32から主に 成り、またシリンダ内は、弁体32の上端に具備した弁体ヘッド34により、上 部の背圧室35と下部の濾液室36とに区分されている。3a and 3b are shutoff valves connected to the respective filtration members 2 for controlling the discharge of treated water and switching between filtration and backwashing in the filtration member 2, and 3a is closed by the pressure of the backwashing fluid. In the valve-opened state, and 3b shows the valve-opened state by the pressure of the treated water, and FIG. 2 shows a specific example of the shutoff valve 30. The shutoff valve 30 is mainly composed of a cylinder 31 and a valve body 32 which is supported by a support member 33 and moves along the inner side wall of the cylinder 31, and the inside of the cylinder is formed by a valve body head 34 provided at the upper end of the valve body 32. , A back pressure chamber 35 in the upper part and a filtrate chamber 36 in the lower part.

【0020】 更に、上部の背圧室35には逆洗流体の供給管41が接続し、濾液室36には 処理水である濾液の給水管42と、処理水の排出管43が接続されており、また 前記給水管42からの濾液室36入口部には固形分除去用のストレ−ナ44を設 けるのが弁体32による閉鎖不良の防止から好ましい。Further, a backwash fluid supply pipe 41 is connected to the upper back pressure chamber 35, and a filtrate water supply pipe 42, which is treated water, and a treated water discharge pipe 43 are connected to the filtrate chamber 36. In addition, it is preferable to provide a strainer 44 for removing solids at the inlet of the filtrate chamber 36 from the water supply pipe 42 in order to prevent the valve body 32 from closing improperly.

【0021】 前記遮断弁30による閉弁操作においては、逆洗流体を供給管41から背圧室 35に導入すると、その圧力で弁体ヘッド34を押し、弁体32の全体を押し下 げて、下端に具備した弁部37により処理水の排出管43を閉鎖する。これによ り処理水の排出が停止されると共に、逆洗流体が濾過部材24に供給され、濾過 部材24の逆洗が行われる。In the valve closing operation by the shutoff valve 30, when the backwashing fluid is introduced from the supply pipe 41 into the back pressure chamber 35, the pressure pushes the valve body head 34 to push down the entire valve body 32. The discharge pipe 43 of the treated water is closed by the valve portion 37 provided at the lower end. As a result, the discharge of the treated water is stopped and the backwashing fluid is supplied to the filtering member 24 to backwash the filtering member 24.

【0022】 また開弁操作においては、逆洗流体の背圧室35への供給を停止することによ り、濾過部材2に連通した給水管42から濾液室36に滞留する処理水側の圧力 が優位となり、弁体ヘッド34を押し、弁体32の全体を押し上げて、処理水の 排出管43を開放し、処理水を排出管43から排出すると共に、濾過部材21、 22、23により濾過が行われる。Further, in the valve opening operation, by stopping the supply of the backwash fluid to the back pressure chamber 35, the pressure on the treated water side accumulated in the filtrate chamber 36 from the water supply pipe 42 communicating with the filtering member 2 , The valve head 34 is pushed, the whole valve body 32 is pushed up, the treated water discharge pipe 43 is opened, the treated water is discharged from the discharge pipe 43, and the filtration members 21, 22, 23 filter the treated water. Is done.

【0023】 前記逆洗流体の供給及び停止操作は多点切り替え弁5によりおこなわれ、図3 にその一例であるロ−タリバルブ50を示す。ロ−タリバルブ50は、濾過部材 2との接続の数だけ開口する逆洗流体の供給口53を側壁部に穿孔し、底部に逆 洗流体の入口56を穿孔した外筒51と、外筒51の内壁と外周が接して回動す るように嵌合し、単一の開口部54を穿孔した内筒52と、内筒52を回動させ るモ−タ及び減速機から成る駆動装置55から主として構成されているが、多点 切り替え弁5はこれに限定されるものではない。The operation of supplying and stopping the backwashing fluid is performed by the multipoint switching valve 5, and FIG. 3 shows a rotary valve 50 as an example. The rotary valve 50 has an outer cylinder 51 and a outer cylinder 51, each of which has a backwash fluid supply port 53 that is opened by the number of connections with the filtration member 2 and has a backwash fluid inlet port 56 at the bottom. An inner cylinder 52 having a single opening 54 bored therein and fitted so that the inner wall and the outer periphery of the inner cylinder come into contact with each other and rotate, and a drive unit 55 including a motor and a speed reducer for rotating the inner cylinder 52. However, the multipoint switching valve 5 is not limited to this.

【0024】 逆洗時の逆洗流体の供給は、逆洗流体を供給する濾過部材2と接続する外筒5 1の供給口53に、内筒52の開口部54を連通すべく駆動装置55により回動 することにより、逆洗流体を遮断弁4及び逆洗対象の濾過部材2に供給すること ができる。尚前記逆洗流体としては、空気や処理水などが用いられる。The backwash fluid is supplied at the time of backwashing so as to connect the opening 54 of the inner cylinder 52 to the supply port 53 of the outer cylinder 51 connected to the filtering member 2 for supplying the backwash fluid. The backwashing fluid can be supplied to the shutoff valve 4 and the backwashing target filtering member 2 by rotating the backwashing fluid. Air, treated water, or the like is used as the backwashing fluid.

【0025】[0025]

【考案の効果】[Effect of device]

本考案の有機性廃水の処理装置によれば、下記の効果が得られる。 イ)生物反応槽内に濾過部材を設置したことにより、汚泥や粉末活性炭と処理水 を槽内で直接的に分離できるため、清澄な処理水を直接得ることができ、また生 物反応槽内の汚泥濃度を高く保持し高容積負荷運転が可能となるため、設備の設 置面積の縮小化や処理時間の短縮化を図ることができる。 ロ)一つの多点切り替え弁の操作により、逆洗流体自身の圧力で濾過及び逆洗操 作が行われる構成であるため、装置が簡略となり、また極めて容易な操作で濾過 部材の目詰を防止でき長期間の運転を可能とした。 According to the organic wastewater treatment apparatus of the present invention, the following effects can be obtained. B) By installing a filter member in the biological reaction tank, sludge and powdered activated carbon can be directly separated from the treated water in the tank, so that clear treated water can be obtained directly and in the biological reaction tank. Since it is possible to maintain a high sludge concentration and operate with a high volume load, it is possible to reduce the installation area of equipment and the processing time. (B) Since the filtration and backwashing operations are performed by the pressure of the backwashing fluid itself by operating one multi-point switching valve, the device is simplified and clogging of the filtering member is facilitated with extremely easy operation. It was possible to prevent this and to enable long-term operation.

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案の一実施例の有機性廃水の処理装置の系
統図
FIG. 1 is a system diagram of an organic wastewater treatment apparatus according to an embodiment of the present invention.

【図2】遮断弁の一例の断面図FIG. 2 is a sectional view of an example of a shutoff valve.

【図3】流路切り替え弁の一例の立面図FIG. 3 is an elevation view of an example of a flow path switching valve.

【図4】図3のA−A視図FIG. 4 is an AA view of FIG.

【符号の説明】[Explanation of symbols]

1:処理槽、2:濾過部材、3a、3b:遮断弁、5:
多点切り替え弁、21、22、23:濾過中の濾過部
材、24:逆洗中の濾過部材、30:遮断弁、31:シ
リンダ、32:弁体、33:支持部材、34:弁体ヘッ
ド、35:背圧室、36:濾液室、37:弁部、41:
供給管、42:給水管、43:排出管、44:ストレ−
ナ、50:ロ−タリバルブ、51:外筒、52:内筒、
53:供給口、54:開口部、55:駆動装置、56:
逆洗流体入口。
1: treatment tank, 2: filtering member, 3a, 3b: shutoff valve, 5:
Multi-point switching valve, 21, 22, 23: Filtration member during filtration, 24: Filtration member during backwash, 30: Shutoff valve, 31: Cylinder, 32: Valve body, 33: Support member, 34: Valve body head , 35: back pressure chamber, 36: filtrate chamber, 37: valve part, 41:
Supply pipe, 42: Water supply pipe, 43: Discharge pipe, 44: Storage
50: rotary valve, 51: outer cylinder, 52: inner cylinder,
53: supply port, 54: opening, 55: drive device, 56:
Backwash fluid inlet.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】有機性廃水を処理する処理槽内に複数の濾
過部材を設置し、それぞれの濾過部材に逆洗流体の圧力
で開閉作動する遮断弁をそれぞれ接続すると共に、逆洗
流体の流路を切り替える一つの多点切り替え弁を接続し
たことを特徴とする有機性廃水の処理装置。
1. A plurality of filter members are installed in a treatment tank for treating organic wastewater, and shutoff valves that are opened and closed by the pressure of the backwash fluid are connected to the respective filter members, and the flow of the backwash fluid flows. An organic wastewater treatment device, which is connected to one multipoint switching valve for switching the path.
JP071050U 1992-09-18 1992-09-18 Organic wastewater treatment equipment Pending JPH0629690U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP071050U JPH0629690U (en) 1992-09-18 1992-09-18 Organic wastewater treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP071050U JPH0629690U (en) 1992-09-18 1992-09-18 Organic wastewater treatment equipment

Publications (1)

Publication Number Publication Date
JPH0629690U true JPH0629690U (en) 1994-04-19

Family

ID=13449311

Family Applications (1)

Application Number Title Priority Date Filing Date
JP071050U Pending JPH0629690U (en) 1992-09-18 1992-09-18 Organic wastewater treatment equipment

Country Status (1)

Country Link
JP (1) JPH0629690U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20000006691A (en) * 1999-10-19 2000-02-07 김동하 Membrane Separation Apparatus Using Cartridge Filter Type Micro Filteration Membrane
JP2009514666A (en) * 2005-11-08 2009-04-09 シーメンス・ウォーター・テクノロジーズ・コーポレーション Combination of membrane filtration / biodegradation filtration

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20000006691A (en) * 1999-10-19 2000-02-07 김동하 Membrane Separation Apparatus Using Cartridge Filter Type Micro Filteration Membrane
JP2009514666A (en) * 2005-11-08 2009-04-09 シーメンス・ウォーター・テクノロジーズ・コーポレーション Combination of membrane filtration / biodegradation filtration

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