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JP3258583B2 - Membrane separation tank - Google Patents
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JP3258583B2 - Membrane separation tank - Google Patents

Membrane separation tank

Info

Publication number
JP3258583B2
JP3258583B2 JP31935996A JP31935996A JP3258583B2 JP 3258583 B2 JP3258583 B2 JP 3258583B2 JP 31935996 A JP31935996 A JP 31935996A JP 31935996 A JP31935996 A JP 31935996A JP 3258583 B2 JP3258583 B2 JP 3258583B2
Authority
JP
Japan
Prior art keywords
water
membrane separation
treated
separation tank
plate
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.)
Expired - Fee Related
Application number
JP31935996A
Other languages
Japanese (ja)
Other versions
JPH10156355A (en
Inventor
八郎 佐藤
良人 北井
和之 本田
真一 古瀬
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP31935996A priority Critical patent/JP3258583B2/en
Publication of JPH10156355A publication Critical patent/JPH10156355A/en
Application granted granted Critical
Publication of JP3258583B2 publication Critical patent/JP3258583B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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

Landscapes

  • Separation Using Semi-Permeable Membranes (AREA)
  • Activated Sludge Processes (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、濾過膜板の多数を
並設してある膜分離装置を内部に備え、被処理水を固液
分離自在に構成し、かつ、前記濾過膜板どうしの間に被
処理水の上昇流を形成する水流形成装置を設けた膜分離
槽に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a membrane separation device in which a large number of filtration membrane plates are provided in parallel, wherein the water to be treated is configured to be capable of solid-liquid separation. The present invention relates to a membrane separation tank provided with a water flow forming device for forming an upward flow of water to be treated.

【0002】[0002]

【従来の技術】従来、この種の膜分離槽は、被処理水を
収容した水処理空間内に、単に膜分離装置を設けて構成
してあった。また、通常前記膜分離装置に対して気泡を
供給する散気装置を前記膜分離装置下方に設けて前記濾
過膜板どうしの間に被処理水の上昇流を形成する水流形
成装置を形成してある。このとき、前記濾過膜板どうし
の間に、形成される被処理水の上昇流は、膜分離槽上端
に達したときに、急激に減速して、被処理水の流れが滞
り、前記膜分離槽内の被処理水の流速が全体的に遅くな
り、被処理水の攪拌効率が低下するために、水処理の効
率が低下するという問題点があり、被処理水の流れを改
善し水処理の効率を向上させることが試みられている。
そこで、近年、前記膜分離装置の上方側に被処理水の上
昇する流れ方向を、横方向(水面に沿う方向)に変更す
る整流板M6を傾斜姿勢に設けることが提案されてい
る。(図6参照)
2. Description of the Related Art Heretofore, this kind of membrane separation tank has been constructed by simply providing a membrane separation device in a water treatment space containing water to be treated. In addition, a diffuser for supplying air bubbles to the membrane separator is usually provided below the membrane separator to form a water flow forming device for forming an upward flow of the water to be treated between the filtration membrane plates. is there. At this time, the ascending flow of the water to be formed formed between the filtration membrane plates is rapidly reduced when reaching the upper end of the membrane separation tank, and the flow of the water to be processed is stagnated, so that the membrane separation is performed. There is a problem in that the flow rate of the water to be treated in the tank is slowed down, and the efficiency of the water treatment is reduced because the stirring efficiency of the water to be treated is reduced. Attempts have been made to improve the efficiency of the system.
Therefore, in recent years, it has been proposed to provide a rectifying plate M6 in an inclined position above the membrane separation device, in which the flow direction of the water to be treated rises in the lateral direction (the direction along the water surface). (See Fig. 6)

【0003】[0003]

【発明が解決しようとする課題】ところが、上述した従
来の整流板によれば、被処理水が水面近くに達したとき
の流れ方向を横方向に向けることが可能になるものの、
被処理水の水質によっては単に被処理水の流れを遮るだ
けのものとなったり、被処理水の流れをほとんど変えら
れないものとなる場合が多く、水質の不明な整流板の設
置段階では被処理水の水質に即した最適の傾斜角を設定
することは困難であり、実質的には利用することが困難
であった。
However, according to the above-mentioned conventional straightening vane, although the flow direction of the water to be treated when it reaches near the water surface can be directed in the horizontal direction,
Depending on the quality of the water to be treated, the flow of the water to be treated is often simply blocked or the flow of the water to be treated can hardly be changed. It was difficult to set an optimum inclination angle in accordance with the quality of the treated water, and it was practically difficult to use it.

【0004】従って、本発明の目的は、上記欠点に鑑
み、水質が種々に異なる場合でも、被処理水の流れが、
適切に変更されやすい膜分離槽を提供することにある。
[0004] Accordingly, an object of the present invention is to solve the above-mentioned drawbacks, and even when the water quality is variously different, the flow of the water to be treated is
An object of the present invention is to provide a membrane separation tank which is easily changed.

【0005】[0005]

【課題を解決するための手段】この目的を達成するため
の本発明の特徴構成は、濾過膜板の多数を並設してある
膜分離装置を内部に備え、被処理水を固液分離自在に構
成し、かつ、前記濾過膜板どうしの間に被処理水の上昇
流を形成する水流形成装置を設けた膜分離槽において、
前記膜分離装置の上方の水面下に整流板を設け、前記整
流板を屈曲あるいは湾曲形成して、縦断正面視で前記膜
分離装置側の傾斜角よりも水面に沿う傾斜角を有する被
処理水誘導部を前記整流板の上部に形成してあることに
あり、前記整流板が、複数の板状体を傾斜方向をそろえ
て並設してあってもよく、前記整流板を前記膜分離槽の
縦断正面視で左右一対設けてあってもよく、前記整流板
を前記膜分離装置に揺動自在かつ着脱可能に取付けてあ
ることが好ましい。尚、縦断正面視が円形、縦長の長円
形、縦長の楕円形の膜分離槽であれば高い効果が得られ
る。
A feature of the present invention to achieve this object is to provide a membrane separation device in which a large number of filtration membrane plates are provided in parallel, and to separate the water to be treated into solid and liquid. In the membrane separation tank provided with a water flow forming device that forms an upward flow of the water to be treated between the filtration membrane plates,
A rectifying plate is provided below the water surface above the membrane separation device, and the rectification plate is bent or curved to form a treated water having an inclination angle along the water surface more than the inclination angle on the membrane separation device side in a vertical front view. The guiding part is formed on the upper part of the rectifying plate, and the rectifying plate may have a plurality of plate-like bodies arranged in a line in the inclined direction, and the rectifying plate may be formed by the membrane separation tank. And a pair of right and left sides may be provided in a vertical front view, and it is preferable that the rectifying plate is swingably and detachably attached to the membrane separation device. A high effect can be obtained if the membrane separation tank has a circular front view, a vertically long oval, and a vertically long oval.

【0006】〔作用効果〕つまり、先述のごとく整流板
を設けることによって、被処理水の流れを横方向に変更
することによって、被処理水の処理効率を向上させるこ
とが可能となる。このとき、被処理水の水質によって
は、水流が前記整流板の面に沿った方向に吹き抜けて効
率良く横方向に変換されなかったり、整流板で水流が急
激に失速することが考えられるのであるが、前記整流板
を屈曲あるいは湾曲形成して、縦断正面視で前記膜分離
装置側の傾斜角よりも水面に沿う傾斜角を有する被処理
水誘導部を前記整流板の上部に形成してあると、まず、
前記整流板の下部に達したときに、その整流板下部の比
較的傾斜の少ない部分に誘導されて徐々に被処理水の水
流が横方向に変更されつつ上昇し、前記被処理水誘導部
に達し、さらに水平方向の流れに変換される。そのた
め、被処理水の水質によらず、流れをスムーズに誘導す
ることが出来るので、流速があまり低下しない状態で横
方向に変更できる。(図2参照) そのため、被処理水は膜分離槽内を効率よく循環し、水
処理されるので、効率よく処理されるとともに、水流が
比較的速く維持されやすいので、槽内に沈殿物が生じに
くく、沈殿物が生じたとしても水流により水中に分散さ
せやすいために、有効に処理されて、槽内が健全な状況
に維持されやすく、尚一層、膜分離が効率よく行われ
る。
[Effects] That is, by providing the flow straightening plate as described above, it is possible to improve the treatment efficiency of the water to be treated by changing the flow of the water to be treated in the horizontal direction. At this time, depending on the quality of the to-be-processed water, it is conceivable that the water flow blows through in a direction along the surface of the rectifier plate and is not efficiently converted in the horizontal direction, or the water flow is stalled suddenly by the rectifier plate. However, the rectifying plate is formed to be bent or curved, and a to-be-processed water guiding portion having an inclination angle along a water surface more than an inclination angle on the membrane separation device side in a vertical front view is formed above the rectifying plate. First,
When reaching the lower part of the straightening plate, the water flow of the water to be treated gradually rises while being changed in the lateral direction by being guided to a relatively less inclined portion of the lower part of the straightening plate, and the water is guided to the treated water guiding part. And then converted into horizontal flow. For this reason, the flow can be smoothly guided regardless of the quality of the water to be treated, so that the flow can be changed in the lateral direction without significantly decreasing the flow velocity. (Refer to FIG. 2) As a result, the water to be treated circulates efficiently in the membrane separation tank and is treated with water, so that the water is efficiently treated and the water flow is easily maintained relatively quickly. It is difficult to form, and even if a precipitate is formed, it is easily dispersed in water by a water flow. Therefore, it is effectively treated, the inside of the tank is easily maintained in a healthy state, and the membrane separation is further efficiently performed.

【0007】また、散気により水流を形成する場合に
は、散気による気泡が、整流板に沿って移動するため、
被処理水との接触時間が長くなり、被処理水に対する酸
素溶解効率が向上する。そのため、被処理水への酸素溶
解を容易に行えるようになり、散気用のブロワが小容量
のものであっても十分に酸素供給が出来るなど、被処理
水の処理効率の向上、及び、浄化槽を運転する上でのラ
ンニングコスト(電気消費量)の低減を図ることができ
る。
In the case where a water flow is formed by air diffusion, air bubbles due to air diffusion move along the flow straightening plate.
The contact time with the water to be treated becomes longer, and the oxygen dissolving efficiency in the water to be treated is improved. Therefore, oxygen can be easily dissolved in the water to be treated, and even if the blower for aeration is of a small capacity, sufficient oxygen can be supplied. The running cost (electricity consumption) for operating the septic tank can be reduced.

【0008】尚、前記整流板が、複数の板状体を傾斜方
向をそろえて並設してあれば、大きな整流作用を発揮で
きるので好ましい。また、前記整流板を前記膜分離槽の
縦断正面視で左右一対設けてあれば、膜分離槽内に均一
な水流を形成しやすく、さらに、前記整流板を前記膜分
離装置に揺動自在かつ着脱可能に取付けてあると、たと
え、初期設定において被処理水の流れが最適に設定され
なかったとしても、設定変更させることが出来、被処理
水の流れを調整しやすいという利点があるとともに、メ
ンテナンス等の場合に前記整流板を取り外す必要が生じ
たとしても容易に対応することが出来る。尚、縦断正面
視が円形、縦長の長円形、縦長の楕円形の膜分離槽であ
れば、横向きに変更された水流は、槽内の側壁に沿って
下向きに変換されて、適切な循環流を形成しやすく、特
に高い効果を発揮させる上で有効である。
It is preferable that a plurality of plate-like bodies are arranged side by side in the inclined direction, since a large rectifying action can be exhibited. Further, if the straightening plate is provided as a pair of right and left in a longitudinal sectional front view of the membrane separation tank, it is easy to form a uniform water flow in the membrane separation tank, and furthermore, the straightening plate is swingable to the membrane separation device and If it is detachably attached, even if the flow of the water to be treated is not optimally set in the initial setting, the setting can be changed, and there is an advantage that the flow of the water to be treated is easily adjusted, Even in the case of maintenance or the like, it is possible to easily cope with the necessity of removing the current plate. If the vertical front view is a circular, vertically long oval, or vertically long elliptical membrane separation tank, the water flow changed horizontally is converted downward along the side wall inside the tank, and an appropriate circulation flow Is easy to form, and is particularly effective in exhibiting a high effect.

【0009】[0009]

【発明の実施の形態】以下に本発明の実施の形態を図面
に基づいて説明する。図1に示すように、本発明の膜分
離槽は、浄化槽の水処理室の一つに用いられ、前記浄化
槽は、縦断正面視でほぼ長円形の筒状の浄化槽本体Xの
両端に鏡部X1,X2を設けて内部に密閉空間を形成す
るとともに、内部に複数の水処理空間を水密に区画形成
可能な複数の仕切板を設けて区分けして、上流側から、
流量調整槽N、脱窒素槽E1、膜分離槽E2、放流ポン
プ槽Tを上流側から順に形成してあり、さらに消毒槽Q
を設けて構成してある。また、前記各槽の上部には、メ
ンテナンス等に用いるマンホールHを設けてある。
Embodiments of the present invention will be described below with reference to the drawings. As shown in FIG. 1, the membrane separation tank of the present invention is used in one of the water treatment chambers of a septic tank. X1 and X2 are provided to form a closed space inside, and a plurality of water treatment spaces are provided inside and partitioned by providing a plurality of partition plates capable of forming a watertight partition. From the upstream side,
A flow control tank N, a denitrification tank E1, a membrane separation tank E2, and a discharge pump tank T are sequentially formed from the upstream side.
Is provided. Further, a manhole H used for maintenance and the like is provided at an upper portion of each of the tanks.

【0010】前記流量調整槽Nは、前記浄化槽本体Xの
一方の鏡部X1に設けてなる流入口Iから浄化槽内に流
入した被処理水の原水を受けて、その被処理水中の夾雑
物を沈殿除去しつつ、内部に生育する嫌気性菌により、
被処理水を嫌気処理しつつ、被処理水を一時貯留する水
処理室内に、被処理水を脱窒素槽E1に移送する第一ポ
ンプP1を設け、被処理水が大量に流入した場合や、長
期にわたって被処理水の流入が無い場合にも、被処理水
を定常的に脱窒素槽E1に移送して、後続の各水処理室
での水処理に支障をきたさないようにしてある。尚、前
記被処理水中の夾雑物のうち比較的大きなものは、濾過
スクリーンFによって固液分離された状態で流量調整槽
Nへ流入するとともに、固液分離された夾雑物は、散気
装置Cによって、破砕細分化されて前記流量調整槽Nへ
流入する構成にしてある。
The flow rate adjusting tank N receives raw water to be treated flowing into the purification tank from an inlet I provided in one mirror portion X1 of the purification tank main body X, and removes impurities in the treatment water. By anaerobic bacteria growing inside while removing sediment,
A first pump P1 for transferring the water to be treated to the denitrification tank E1 is provided in the water treatment chamber for temporarily storing the water to be treated while performing the anaerobic treatment of the water to be treated, Even when there is no inflow of the water to be treated for a long period of time, the water to be treated is constantly transferred to the denitrification tank E1 so as not to hinder the water treatment in each of the subsequent water treatment chambers. In addition, relatively large impurities among the water to be treated flow into the flow rate adjusting tank N in a state where the impurities are separated into solid and liquid by the filtration screen F. Thereby, it is configured to be crushed and fragmented and flow into the flow rate adjusting tank N.

【0011】前記脱窒素槽E1は、前記流量調整槽Nに
隣接する水処理室に、前記流量調整槽Nからの被処理水
を流入させる流入管A1を、前記第一ポンプP1に接続
して設け、被処理水の流入路を構成してある。また、第
二ポンプP2を内装し、その第二ポンプP2に移送管A
2を設け、被処理水を前記膜分離槽E2へ移送する構成
にしてある。また、槽内の被処理水を攪拌循環させる攪
拌ポンプP3を内装してあり、槽内の被処理水の混合を
図り、BOD負荷の高い被処理水と、硝化済の被処理水
とを混合し、高度な脱窒処理を行える構成にしてある。
The denitrification tank E1 is connected to an inflow pipe A1 through which water to be treated from the flow rate adjusting tank N flows into the water treatment chamber adjacent to the flow rate adjusting tank N, to the first pump P1. To form an inflow passage for the water to be treated. In addition, a second pump P2 is provided therein, and the second pump P2 is provided with a transfer pipe A.
2 is provided to transfer the water to be treated to the membrane separation tank E2. In addition, a stirring pump P3 for stirring and circulating the water to be treated in the tank is provided to mix the water to be treated in the tank and mix the water to be treated with a high BOD load with the nitrified water to be treated. In addition, it is configured to perform advanced denitrification processing.

【0012】前記膜分離槽E2は、前記脱窒素槽E1と
の間を仕切る隔壁に、前記流入路を設けるとともに、前
記脱窒素槽E1から過剰に流入した被処理水を前記脱窒
素槽E1に返送する返送口A4を設けて、被処理水の返
送路を構成してある。そして、前記膜分離槽E2には、
膜分離装置Mを内装してある。
In the membrane separation tank E2, the inflow path is provided in a partition separating the denitrification tank E1, and the water to be treated excessively flowing from the denitrification tank E1 is supplied to the denitrification tank E1. A return port A4 for returning is provided to form a return path for the water to be treated. And, in the membrane separation tank E2,
A membrane separation device M is installed.

【0013】図1,2に示すように、前記膜分離装置M
は、濾過膜板M1の多数を整列して保持する濾過膜板保
持枠M2を設け、下部に前記濾過膜板保持枠M2を支持
する脚部M3を設け、前記脚部M3間にその濾過膜板M
1に気泡を供給して、その膜面に汚泥等の付着しすぎる
のを防止し、かつ、前記膜分離槽E2内に被処理水の上
昇流を形成する循環流を発生させ、被処理水に酸素を供
給するための水流形成装置を構成する散気装置Dを内装
して構成してある。また、前記膜分離装置Mの濾過膜板
M1には取水管M4を連設するとともに、前記取水管M
4からの濾過水を合流させて膜分離槽E2外へ導く集水
管M5を接続してあり、前記膜分離槽E2の水面よりも
下方で前記膜分離槽E2に隣接する放流ポンプ槽Tに連
通接続してある。
As shown in FIGS. 1 and 2, the membrane separator M
Is provided with a filtration membrane plate holding frame M2 for aligning and holding a large number of filtration membrane plates M1, a leg M3 for supporting the filtration membrane plate holding frame M2 is provided at a lower portion, and the filtration membrane between the legs M3. Board M
1 to prevent excessive adhesion of sludge and the like to the membrane surface and generate a circulating flow for forming an ascending flow of the water to be treated in the membrane separation tank E2. An air diffuser D which constitutes a water flow forming device for supplying oxygen to the air is internally provided. Further, an intake pipe M4 is connected to the filtration membrane plate M1 of the membrane separation device M, and the intake pipe M
A water collecting pipe M5 for connecting the filtered water from No. 4 to the outside of the membrane separation tank E2 and connecting the same to the discharge pump tank T adjacent to the membrane separation tank E2 below the water surface of the membrane separation tank E2. Connected.

【0014】図2,3に示すように、前記濾過膜板保持
枠M2の上部には、屈曲板からなる整流板M6を、揺動
自在かつ着脱自在に浄化槽の縦断正面視で左右一対設
け、縦断正面視で前記膜分離装置M側の傾斜角よりも水
面に沿う傾斜角を有する被処理水誘導部M6aを前記整
流板M6の上部に形成してある。具体的には、前記屈曲
板の下部M6bを、前記濾過膜板保持枠M2の上面に対
して約45度に連結し、前記屈曲板の上部がほぼ水平に
保持されるように形成して、そのほぼ水平な上部をもっ
て被処理水誘導部M6bを形成してある。また、左右一
対の屈曲板は、同期して揺動し、左右で取付け角のバラ
ンスがとれるように構成してある。尚、このような整流
板M6の取付角度としては、前記屈曲板の下部M6b
は、前記濾過膜板保持枠M2の上面に対して30〜70
度程度、被処理水誘導部M6aは、ほぼ水平になるよう
に取付けることが望ましい。
As shown in FIGS. 2 and 3, a pair of straightening plates M6, each of which is a bent plate, is provided on an upper portion of the filtration membrane plate holding frame M2 so as to be swingable and detachable in a longitudinally frontal view of the septic tank. A to-be-treated water guiding portion M6a having an inclination angle along the water surface more than the inclination angle on the membrane separation device M side in a vertical front view is formed above the rectifying plate M6. Specifically, the lower part M6b of the bent plate is connected to the upper surface of the filtration membrane plate holding frame M2 at about 45 degrees, and formed so that the upper part of the bent plate is held substantially horizontally, The substantially horizontal upper portion forms a to-be-treated water guiding portion M6b. The pair of left and right bent plates are configured to swing in synchronization with each other so that the mounting angle can be balanced between the left and right sides. Incidentally, the mounting angle of such a rectifying plate M6 is set at a lower portion M6b of the bent plate.
Is 30 to 70 with respect to the upper surface of the filtration membrane plate holding frame M2.
It is desirable that the to-be-treated water guide part M6a be attached so as to be substantially horizontal.

【0015】このような構成によれば、被処理水の流れ
は、図2に示すようになり、水面で被処理水が急速に失
速するのを防止することが出来て、従来の被処理水の流
れ(図6参照)に比べて、膜分離装置の外側での被処理
水の下降流の流速を速く設定できることがわかった。
According to such a configuration, the flow of the water to be treated is as shown in FIG. 2, and it is possible to prevent the water to be treated from stalling rapidly on the water surface. It has been found that the flow velocity of the downward flow of the water to be treated outside the membrane separation device can be set faster than the flow (see FIG. 6).

【0016】また、このような膜分離槽における酸素溶
解効率を調べるために溶存酸素濃度を調べたところ表1
のようになり、図6に示す膜分離槽に比べて、良好に酸
素供給を行えていることが判る。ちなみに、整流板を設
けていない浄化槽についても酸素溶解効率を調べたとこ
ろ、膜分離槽の底部において酸素溶解効率が低くなって
いるのに対し、底部における酸素溶解効率が特に向上し
ており、循環流が形成されることにより、溶存酸素が槽
内に満遍なく行き渡っていることも判る。
In addition, the dissolved oxygen concentration was examined in order to examine the oxygen dissolving efficiency in such a membrane separation tank.
It can be seen that oxygen is supplied more favorably than the membrane separation tank shown in FIG. By the way, the oxygen dissolution efficiency was also examined for a septic tank without a flow straightening plate.The oxygen dissolution efficiency at the bottom of the membrane separation tank was low, but the oxygen dissolution efficiency at the bottom was particularly improved. The formation of the flow also indicates that the dissolved oxygen is evenly distributed in the tank.

【0017】[0017]

【表1】 [Table 1]

【0018】前記濾過水貯留槽Tは、前記膜分離槽E2
から、移送される被処理水を貯留するとともに、被処理
水をほぼ定量的に移送する放流ポンプP4を内装し、化
学消毒剤を内装してある消毒装置Q1を備えた消毒槽Q
に被処理水を移送可能に構成してある。
The filtered water storage tank T is connected to the membrane separation tank E2.
Tank that is equipped with a disinfection device Q1 equipped with a discharge pump P4 for storing the water to be transferred to be transported, and for transferring the water to be processed almost quantitatively, and a chemical disinfectant therein.
Is configured to be able to transfer the water to be treated.

【0019】消毒槽Qは、前記濾過水貯留槽Tの上方側
に形成される容器内に消毒剤を内装した消毒装置Q1を
備えるとともに、前記濾過水貯留槽Tから移送される処
理水を前記消毒剤に接触自在に設けるとともに、消毒装
置Q1で消毒された処理水を外部に放流自在に構成して
ある。
The disinfecting tank Q is provided with a disinfecting device Q1 in which a disinfectant is provided in a container formed above the filtered water storage tank T, and the treated water transferred from the filtered water storage tank T is supplied to the disinfecting tank Q. The treatment water disinfected by the disinfection device Q1 is configured to be freely discharged to the outside, while being provided so as to be freely contacted with the disinfectant.

【0020】尚、化学消毒剤を含めて、被処理水を消毒
する薬剤一般を消毒剤と総称するとともに、消毒装置Q
1としては、紫外線殺菌装置等を用いることもできる。
In general, chemicals for disinfecting water to be treated, including chemical disinfectants, are generally referred to as disinfectants.
As 1, an ultraviolet sterilizer or the like can be used.

【0021】〔別実施形態〕以下に別実施形態を説明す
る。先の構成においては、整流板は左右一対の屈曲板か
ら構成したが、屈曲板に替えて湾曲形状の板状体を用い
ても良く(図4参照)、また、複数対の板状体を、傾斜
方向をそろえて並設して整流板を構成しても良い(図5
参照)。
[Another Embodiment] Another embodiment will be described below. In the above configuration, the straightening plate is constituted by a pair of right and left bent plates, but a curved plate may be used instead of the bent plate (see FIG. 4). Alternatively, the current plate may be configured by juxtaposing the inclination directions in parallel (FIG. 5).
reference).

【0022】また、膜分離槽の断面形状については、円
型、長円型、楕円型等、横方向に変換された水流を更に
下向きに変換することが出来る略円形の形状が望ましい
が、方型や、略方形等、断面多角形状のものを利用する
ことも出来る。これらの場合、例えば図2における被処
理水誘導部M6aを、先端側ほど下向きに形成してお
き、被処理水の下向流を形成可能な形状に形成してある
ことが好ましく、これにより先の円型等の断面形状を有
する膜分離槽の内型と同様の効果を発揮出来る。
The cross-sectional shape of the membrane separation tank is desirably a substantially circular shape such as a circle, an ellipse, and an ellipse, which can further convert the water flow converted in the horizontal direction downward. It is also possible to use those having a polygonal cross section such as a mold or a substantially square shape. In these cases, for example, the to-be-treated water guide portion M6a in FIG. 2 is preferably formed so as to be downward toward the front end, and formed in a shape capable of forming a downward flow of the to-be-treated water. The same effect as the inner mold of the membrane separation tank having a cross section such as a circle can be exhibited.

【0023】尚、特許請求の範囲の項に、図面との対照
を便利にするために符号を記すが、該記入により本発明
は添付図面の構成に限定されるものではない。
In the claims, reference numerals are provided for convenience of comparison with the drawings, but the present invention is not limited to the configuration shown in the accompanying drawings.

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

【図1】浄化槽の縦断側面図FIG. 1 is a vertical side view of a septic tank.

【図2】浄化槽の膜分離槽における縦断正面図FIG. 2 is a vertical sectional front view of a membrane separation tank of a septic tank.

【図3】整流板の取付構造を示す膜分離装置の要部概略
FIG. 3 is a schematic diagram of a main part of a membrane separation device showing a mounting structure of a current plate.

【図4】別実施形態における浄化槽の膜分離槽における
縦断正面図
FIG. 4 is a longitudinal sectional front view of a membrane separation tank of a septic tank according to another embodiment.

【図5】別実施形態における浄化槽の膜分離槽における
縦断正面図
FIG. 5 is a vertical sectional front view of a membrane separation tank of a septic tank according to another embodiment.

【図6】従来の浄化槽の膜分離槽における縦断正面図FIG. 6 is a longitudinal sectional front view of a membrane separation tank of a conventional septic tank.

【符号の説明】[Explanation of symbols]

M1 濾過膜板 M 膜分離装置 D 散気装置 M6 整流板 M6a 被処理水誘導部 M1 Filtration membrane plate M Membrane separation device D Air diffuser M6 Rectifier plate M6a Treatment water guide section

───────────────────────────────────────────────────── フロントページの続き (72)発明者 古瀬 真一 滋賀県甲賀郡甲西町高松2番地の1 株 式会社クボタ 滋賀工場内 (56)参考文献 特開 平8−187494(JP,A) 特開 平8−267082(JP,A) 特開 平8−47695(JP,A) (58)調査した分野(Int.Cl.7,DB名) B01D 61/00 - 65/10 C02F 1/44 C02F 3/12 ────────────────────────────────────────────────── ─── Continuing from the front page (72) Inventor Shinichi Furuse 2 at Takamatsu, Kosai-cho, Koga-gun, Shiga Prefecture Inside Kubota Shiga Plant (56) References Hei 8-267082 (JP, A) JP-A Hei 8-47695 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) B01D 61/00-65/10 C02F 1/44 C02F 3 / 12

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 濾過膜板(M1)の多数を並設してある
膜分離装置(M)を内部に備え、被処理水を固液分離自
在に構成し、かつ、前記濾過膜板(M1)どうしの間に
被処理水の上昇流を形成する水流形成装置(D)を設け
た膜分離槽であって、 前記膜分離装置(M)の上方の水面下に整流板(M6)
を設け、前記整流板(M6)を屈曲あるいは湾曲形成し
て、縦断正面視で前記膜分離装置(M6b)側の傾斜角
よりも水面に沿う傾斜角を有する被処理水誘導部(M6
a)を前記整流板(M6)の上部に形成してある膜分離
槽。
1. A membrane separation device (M) in which a number of filtration membrane plates (M1) are juxtaposed, wherein the water to be treated is configured to be capable of solid-liquid separation, and the filtration membrane plate (M1) is provided. A membrane separation tank provided with a water flow forming device (D) for forming an ascending flow of the water to be treated, wherein a flow straightening plate (M6) is provided below the water surface above the membrane separation device (M).
And the flow straightening plate (M6) is bent or curved to form a treatment water guiding portion (M6) having a tilt angle along the water surface more than a tilt angle on the membrane separation device (M6b) side in a vertical front view.
a) a membrane separation tank formed above the current plate (M6).
【請求項2】 前記整流板(M6)が、複数の板状体を
傾斜方向をそろえて並設したものである請求項1に記載
の膜分離槽。
2. The membrane separation tank according to claim 1, wherein the rectifying plate (M6) is formed by arranging a plurality of plate-like bodies in parallel with each other in an inclined direction.
【請求項3】 前記整流板(M6)を前記膜分離槽の縦
断正面視で左右一対設けてある請求項1〜2のいずれか
1項に記載の膜分離槽。
3. The membrane separation tank according to claim 1, wherein a pair of right and left flow straightening plates (M6) are provided in a longitudinal front view of the membrane separation tank.
【請求項4】 前記整流板(M6)を前記膜分離装置に
揺動自在かつ着脱可能に取付けてある請求項1〜3のい
ずれか1項に記載の膜分離槽。
4. The membrane separation tank according to claim 1, wherein the current plate (M6) is swingably and detachably attached to the membrane separation device.
【請求項5】 縦断正面視が円形、縦長の長円形、縦長
の楕円形である請求項1〜4のいずれか1項に記載の膜
分離槽。
5. The membrane separation tank according to claim 1, wherein a vertical front view is a circle, a vertically long oval, or a vertically long ellipse.
JP31935996A 1996-11-29 1996-11-29 Membrane separation tank Expired - Fee Related JP3258583B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31935996A JP3258583B2 (en) 1996-11-29 1996-11-29 Membrane separation tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31935996A JP3258583B2 (en) 1996-11-29 1996-11-29 Membrane separation tank

Publications (2)

Publication Number Publication Date
JPH10156355A JPH10156355A (en) 1998-06-16
JP3258583B2 true JP3258583B2 (en) 2002-02-18

Family

ID=18109278

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31935996A Expired - Fee Related JP3258583B2 (en) 1996-11-29 1996-11-29 Membrane separation tank

Country Status (1)

Country Link
JP (1) JP3258583B2 (en)

Also Published As

Publication number Publication date
JPH10156355A (en) 1998-06-16

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