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JP2002126800A - Rotary disk type filtration device - Google Patents

Rotary disk type filtration device

Info

Publication number
JP2002126800A
JP2002126800A JP2000324068A JP2000324068A JP2002126800A JP 2002126800 A JP2002126800 A JP 2002126800A JP 2000324068 A JP2000324068 A JP 2000324068A JP 2000324068 A JP2000324068 A JP 2000324068A JP 2002126800 A JP2002126800 A JP 2002126800A
Authority
JP
Japan
Prior art keywords
sludge
filtration
shaped
sector
disk
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
JP2000324068A
Other languages
Japanese (ja)
Inventor
Kiyoatsu Uchida
清温 内田
Akio Tamaki
昭夫 田巻
Satoru Saegusa
哲 三枝
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 JP2000324068A priority Critical patent/JP2002126800A/en
Publication of JP2002126800A publication Critical patent/JP2002126800A/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D33/00Filters with filtering elements which move during the filtering operation
    • B01D33/15Filters with filtering elements which move during the filtering operation with rotary plane filtering surfaces
    • B01D33/21Filters with filtering elements which move during the filtering operation with rotary plane filtering surfaces with hollow filtering discs transversely mounted on a hollow rotary shaft
    • B01D33/23Construction of discs or component sectors thereof

Landscapes

  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Treatment Of Sludge (AREA)
  • Filtration Of Liquid (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a rotary disk type filtration device in which an installment cost and an operation cost are cheap, a filtration flux is also high, a processing amount is much, a processing liquid with a high cleanliness is stably obtained, a problem that a cost is increased at a manufacture and a conveyance when a diameter of the disk becomes layer can be solved, a problem that a labor and a time are required for a maintenance and much time and a technique are required for changing a filtration material and a washing means with a high washing effect is provided. SOLUTION: In the rotary disk type filtration device, a driving device for rotating and driving a hollow rotation shaft of a sludge filtration unit is provided. A disk-like sludge filtration module forming the sludge filtration unit is formed by a plurality of sectors circumferentially divided and the inside of the hollow rotation shaft and respective filtration water chambers of the sectors are connected so as to communicate with each other.

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、汚水の生物処理に
伴って発生する汚泥を濾過して清澄な処理水を得る回転
円板型濾過装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rotary disk type filtration apparatus for filtering sludge generated during biological treatment of sewage to obtain clear treated water.

【0002】[0002]

【従来の技術】従来、有機性廃水を活性汚泥処理装置や
硝化・脱窒処理装置等の好気性または嫌気性の生物処理
装置で処理した後の汚泥混合液を、汚泥と清澄な処理水
とに分離する装置として、沈殿槽による沈降分離装置又
は精密濾過膜や限外濾過膜を張設した円筒モジュ−ルや
矩形板状の平膜モジュ−ルなどの濾過膜で透過処理する
膜分離装置が用いられている。
2. Description of the Related Art Conventionally, a sludge mixture obtained by treating organic wastewater with an aerobic or anaerobic biological treatment device such as an activated sludge treatment device or a nitrification / denitrification treatment device is converted into sludge and clear treated water. Separation apparatus using a sedimentation tank or a membrane separation apparatus that permeates through a filtration membrane such as a cylindrical module or a rectangular plate-shaped flat membrane module provided with a microfiltration membrane or an ultrafiltration membrane Is used.

【0003】前記膜分離装置においては、生物処理槽と
は別に設けられた濾過槽に配置される場合や、生物処理
槽内に固定して配置される場合もあり、また、本装置で
は、濾過膜の下方から常時散気する気体により濾過膜表
面への汚泥の過剰付着防止や付着物の剥離除去を行う濾
過膜洗浄手段が主に用いられている。なお、沈殿槽や膜
分離装置により濃縮された汚泥は、生物処理槽内の高負
荷運転を維持して効率的に有機物を処理するため、一部
を生物処理槽に循環又は槽内に維持し、残部が余剰汚泥
として後段の汚泥処理装置で処理されている。
[0003] In the above-mentioned membrane separation device, there are cases where it is arranged in a filtration tank provided separately from the biological treatment tank, and which is fixedly arranged in the biological treatment tank. Filtration membrane cleaning means for preventing sludge from adhering excessively to the filtration membrane surface and peeling off and removing adhering substances by a gas constantly scattered from below the membrane are mainly used. The sludge concentrated in the sedimentation tank or the membrane separation device is partly circulated to or maintained in the biological treatment tank in order to efficiently process organic matter while maintaining high-load operation in the biological treatment tank. The remaining part is treated as surplus sludge by a subsequent sludge treatment device.

【0004】前記沈澱槽による汚泥の沈降分離では、汚
泥の沈降速度が遅いため滞留時間を長くして汚泥フロッ
クの粒径を大きくし、沈降性を高めなければならないた
め、沈澱槽容積が大きくなり、従って広い設備設置面積
が必要となる。また、窒素分などの除去が不十分な場合
には、沈澱槽内でガスが発生して汚泥を浮上させ、処理
水中の流出汚泥濃度が高くなる問題もある。
[0004] In the sedimentation and separation of sludge in the sedimentation tank, the sludge sedimentation speed is slow, so that the residence time must be lengthened to increase the particle size of the sludge floc and the sedimentation property must be increased. Therefore, a large equipment installation area is required. In addition, when the removal of nitrogen and the like is insufficient, gas is generated in the settling tank to cause the sludge to float, and there is a problem that the concentration of the sludge flowing out of the treated water increases.

【0005】また、精密濾過膜や限外濾過膜を張設した
濾過膜分離装置を用いた濾過装置では、極めて清澄度の
高い処理水が得られるが、処理水が透過する濾過膜の透
過口径が極めて小さいため透過流束が少なく、また、透
過流束を多くするためには、吸引圧力を高くしなければ
ならず、動力費が嵩むと共に、濾過膜モジュ−ルの価格
が高いため、処理量当たりの装置費が高い問題があり、
比較的規模の大きい下水処理場などには適用が困難であ
った。
[0005] Further, in a filtration apparatus using a filtration membrane separation apparatus in which a microfiltration membrane or an ultrafiltration membrane is stretched, treated water having extremely high clarity can be obtained. Is very small, so that the permeation flux is small, and in order to increase the permeation flux, the suction pressure must be increased, which increases the power cost and the price of the filtration membrane module is high. There is a problem that the equipment cost per quantity is high,
It was difficult to apply to a relatively large-scale sewage treatment plant.

【0006】更に、気体の散気や回転によって乱流を起
こし、その剪断力によって、濾過膜表面への汚泥等の付
着防止や付着物の剥離除去を行う濾過膜分離装置にあっ
ては、生物処理水中の汚泥やタンパク質などの高分子物
質が、極めて濾過膜表面に付着しやすく粘着性がある性
質のため、剥離しにくく、乱流効果のみでは期待したほ
どの効果を得ることができず、短期間にスケ−ルやスラ
イムが形成され、より膜透過流束が減少し運転を停止し
て洗浄する回数が多くなっていると共に、散気量も必要
以上に多くなって動力費が嵩む問題がある。
[0006] Further, a turbulent flow is caused by gas diffusion and rotation, and the shear force of the turbulent flow prevents a sludge or the like from adhering to the surface of the filtration membrane and removes and removes the adhering matter. Polymeric substances such as sludge and proteins in the treated water are extremely easy to adhere to the surface of the filtration membrane and are sticky, so they are difficult to peel off, and the turbulence effect alone cannot achieve the expected effect. Scale and slime are formed in a short period of time, and the membrane permeation flux is reduced, the operation is stopped, and the number of times of cleaning is increased. There is.

【0007】前記の問題に鑑みて、特開平5−1850
78号公報、特開平10−128358号公報及び特開
平11−290884号公報などには、スポンジなどの
通水性多孔質材の表面に不織布又は織布など、精密濾過
膜や限外濾過膜と比較して極めて目開きの粗い通水性シ
−トの汚泥濾層形成濾材(以下単に濾材という)を重
ね、周囲を密封して矩形板状の濾過体を形成し、本濾過
体を曝気槽内の曝気部上方に配設し、濾過体の表面に汚
泥粒子群によるポ−ラスな濾過層(以下汚泥濾層とい
う)を形成して汚泥濾層で濾過処理する濾過装置(以下
汚泥濾層濾過装置という)が開示されている。
In view of the above problems, Japanese Patent Laid-Open No. 5-1850
No. 78, JP-A-10-128358 and JP-A-11-290884 disclose a microfiltration membrane or an ultrafiltration membrane such as a nonwoven fabric or a woven fabric on the surface of a water-permeable porous material such as a sponge. Then, a filter medium (hereinafter simply referred to as a filter medium) for forming a sludge filter layer of a water-permeable sheet having an extremely coarse mesh is superimposed thereon, the periphery thereof is sealed to form a rectangular plate-shaped filter, and the filter is placed in an aeration tank. A filtration device (hereinafter referred to as a “sludge filtration layer filtration device”) which is disposed above the aeration section and forms a porous filtration layer (hereinafter referred to as “sludge filtration layer”) by sludge particles on the surface of the filtration body and performs a filtration treatment with the sludge filtration layer. Is disclosed.

【0008】前記汚泥濾層濾過装置においては、目開き
が粗いため流通抵抗も少なく、低い濾過圧で濾過流束を
多くすることができ、動力費などの運転経費を低減でき
るとともに、濾材も精密濾過膜や限外濾過膜と比較して
低廉であり、設備費も低減することができる。また、目
開きが粗いにも係わらず、濾液も清澄度の高い濾液を得
ることができるが、清澄度の高い濾液を得るためには、
汚泥濾層が圧密化せず、且つ脱落しないように維持管理
する必要があり、そのため、処理槽内の汚泥混合液を一
定の流速で循環流動させ、汚泥の過剰付着防止などを図
っている。一般的には、処理槽内の空気攪拌により、相
対速度として0.03〜0.5m/sec程度の流動循
環によっている。
In the above-mentioned sludge filter bed filtration device, since the openings are coarse, the flow resistance is small, the filtration flux can be increased at a low filtration pressure, the operating costs such as power costs can be reduced, and the filter material is also made precise. Compared with a filtration membrane or an ultrafiltration membrane, it is inexpensive, and the equipment cost can be reduced. Also, despite the coarse openings, the filtrate can also obtain a filtrate with high clarity, but in order to obtain a filtrate with high clarity,
It is necessary to maintain the sludge filter layer so that it does not become compacted and does not fall off. Therefore, the sludge mixture in the treatment tank is circulated at a constant flow rate to prevent the sludge from adhering excessively. Generally, air circulation in the processing tank is performed by a flow circulation at a relative speed of about 0.03 to 0.5 m / sec.

【0009】しかし、従来の矩形の汚泥濾層濾過装置で
は、汚泥濾層により濾過するため、汚泥濾層が形成され
るまでの初期運転においては、汚泥が濾材を通過して濾
液側に混入するのを防止することはできず、通水性スペ
−サ部材の底部に汚泥が沈降堆積して濾液排出口などの
閉塞を起こす問題や時間の経過とともに汚泥濾層の圧密
化が進行し、目詰まりを生じて濾過流束が低下し、所定
範囲の許容濾過速度を維持することが困難となるなどの
問題が生じてくることを防止することはできない。
However, in the conventional rectangular sludge filter bed filtration device, since the sludge is filtered by the sludge filter layer, in the initial operation until the sludge filter layer is formed, the sludge passes through the filter medium and enters the filtrate side. Sludge settles and accumulates on the bottom of the water-permeable spacer member, causing blockage of the filtrate discharge port and the like. Cannot be prevented from occurring such that the filtration flux decreases and it becomes difficult to maintain the allowable filtration rate in a predetermined range.

【0010】従って、従来は、堆積した汚泥を除去する
方法として、汚泥濾過モジュ−ルの内部に空気や水を送
り込んで押出す逆洗処理が行われているが、汚泥が排出
しにくく時間がかかるとともに、大型の装置になるほど
濾材の強度が弱くなるため、濾材が破損する可能性が高
くなる問題があり、また、濾過速度を維持する方法とし
ては、汚泥濾過モジュ−ルの下部に多量の空気を吹き込
んで乱流を起こし、その剪断力によって、濾材表面に形
成された汚泥濾層を剥離除去して更新しているが、大量
の空気が必要となり動力費が嵩む問題や空気の吹き込み
が弱いと均等な洗浄効果を得ることが困難であり、ま
た、空気の吹き込みが強すぎると濾材が破損する可能性
が高くなるなどの問題がある。
Therefore, conventionally, as a method of removing the accumulated sludge, a backwashing process of feeding air or water into the inside of the sludge filtration module and extruding the same has been performed. In addition, as the size of the filter becomes larger, the strength of the filter medium becomes weaker. Therefore, there is a problem that the filter medium is likely to be damaged. The turbulence is caused by blowing air, and the sludge filter layer formed on the surface of the filter medium is peeled off and renewed due to the shearing force.However, a large amount of air is required and power costs increase, and air blowing occurs. If it is weak, it is difficult to obtain a uniform cleaning effect, and if the blowing of air is too strong, there is a problem that the possibility of damage to the filter medium increases.

【0011】また、前記の矩形の汚泥濾層濾過装置にお
ける問題点に鑑みて本願出願人が先に出願した、円板状
のメッシュ状スペ−サ部材で濾過水室を形成し、その両
外面に不織布又は織布から成る濾材を張設し、周囲を密
閉した複数の円板状汚泥濾層濾過モジュ−ルを濾過水集
水管を兼用した中空回転軸が貫通して設けられた汚泥濾
層濾過ユニットを処理槽内に設けた回転円板型固液分離
装置が特開平11−226317号公報に開示されてい
る。本回転円板型固液分離装置は、沈澱槽と比較してコ
ンパクトで、また、回転による剪断力によって汚泥ケ−
キやスケ−ルの過剰付着防止及び付着汚泥の適宜な剥離
除去が行われるため、処理水への汚泥の流出がなく、安
定して清澄度の高い処理水が得られ、更に、濾過膜分離
装置と比較して、設備費や運転費が低廉で濾過流束も高
く、処理量の多い下水処理場などにも適用できる汚泥混
合液の固液分離装置である。
In view of the problem with the above-mentioned rectangular sludge filter bed filtration apparatus, a filtration water chamber is formed by a disk-shaped mesh-shaped spacer member, which was previously filed by the present applicant, and both outer surfaces thereof are provided. A filter medium made of a nonwoven fabric or a woven cloth is stretched over the sludge filter layer. Japanese Patent Application Laid-Open No. H11-226317 discloses a rotating disk-type solid-liquid separation device in which a filtration unit is provided in a treatment tank. The rotating disk-type solid-liquid separation device is more compact than the sedimentation tank, and the sludge container is rotated by shearing force.
Prevention of excessive sticking of scale and scale and proper separation and removal of sticking sludge are performed, so that sludge does not flow into the treated water, and treated water with high clarity is obtained stably. This is a solid-liquid separation device for sludge mixed liquid that can be applied to a sewage treatment plant and the like that has a low facility cost and operation cost, a high filtration flux, and a large throughput, as compared with the device.

【0012】[0012]

【発明が解決しようとする課題】しかし、前記回転円板
型固液分離装置は、円板状汚泥濾層濾過モジュ−ルが一
体形成であるため、大型の装置になって、円板の直径が
大きくなると製作や運搬に経費が嵩むとともに、保守点
検に手数や時間がかかり、特に、濾材の張り替えなどに
多くの時間と高度な技術を要する問題がある。また、濾
過速度を維持する方法においても、汚泥濾層濾過モジュ
−ルの下部に多量の空気を吹き込んで乱流を起こし、そ
の剪断力によって、濾材表面に形成された汚泥濾層を剥
離除去して更新しているため、前記矩形の汚泥濾層濾過
装置と同様な問題がある。
However, since the rotary disk-type solid-liquid separation device is formed integrally with the disk-shaped sludge filter bed filtration module, the rotary disk-type solid-liquid separation device becomes a large-sized device and has a large diameter. When the size of the filter becomes large, the production and transportation costs are increased, and the maintenance and inspection require much trouble and time. In particular, there is a problem that much time and advanced technology are required to replace the filter medium. Also, in the method of maintaining the filtration speed, a large amount of air is blown into the lower part of the sludge filter bed filtration module to cause turbulence, and the shear force causes the sludge filter layer formed on the surface of the filter medium to be peeled off. Because of this, there is a problem similar to that of the rectangular sludge filter bed filtration device.

【0013】本発明は、従来の矩形及び円板状の汚泥濾
層濾過装置における事情に鑑みて、汚泥濾層濾過装置自
体の優れた効果を更に発展させ、設備費や運転費が低廉
で濾過流束も高く、処理量を多く安定して清澄度の高い
処理液が得られ、また、円板状の汚泥濾層濾過装置にお
ける、円板の直径が大きくなると製作や運搬に経費が嵩
む問題、保守点検に手数や時間がかかり、特に、濾材の
張り替えなどに多くの時間と技術を要する問題などを解
消することができ、更に、洗浄効果が高い洗浄手段を設
けることにより、適正な汚泥濾層を形成し、より安定し
て清澄度の高い処理液を得ることができる回転円板型濾
過装置を提供する目的で成されたものである。
The present invention, in view of the circumstances of conventional rectangular and disk-shaped sludge filter filtration apparatuses, further develops the excellent effects of the sludge filter filtration apparatus itself, and reduces the cost of equipment and operation at low cost. High flux, high throughput and stable processing liquid with high clarity.In addition, in the case of a disk-shaped sludge filter device, if the diameter of the disk is large, the production and transportation costs are high. It takes time and effort to perform maintenance and inspection, and in particular, it can solve the problem that requires a lot of time and skill to replace the filter media, etc. An object of the present invention is to provide a rotating disk-type filtration device capable of forming a layer and more stably obtaining a treatment liquid having high clarity.

【0014】[0014]

【課題を解決するための手段】前記目的を達成するため
の本発明の要旨は、請求項1に記載した発明において
は、濾過水室を形成する通水性スペ−サ部材と、該通水
性スペ−サ部材の外面に張設される不織布又は織布の汚
泥濾層形成濾材からなる円板状の汚泥濾過モジュ−ル
と、該円板状汚泥濾過モジュ−ルが軸を横切るように据
え付けられ、且つ複数の円板状汚泥濾過モジュ−ルが軸
方向に一定間隔で併設される中空回転軸とからなり、回
転自在に処理槽内の被処理液中に浸漬配置された汚泥濾
過ユニットと、前記汚泥濾過ユニットの前記中空回転軸
を回転駆動する駆動装置を設けた回転円板型濾過装置に
おいて、前記円板状汚泥濾過モジュ−ルが周方向に分割
された複数の扇形セクタにより形成され、前記中空回転
軸内と前記扇形セクタの夫々の濾過水室内とが連通する
ように接続されたことを特徴とする回転円板型濾過装置
である。
In order to achieve the above object, the gist of the present invention is to provide a water-permeable spacer member forming a filtration water chamber and a water-permeable spacer member. A disc-shaped sludge filtration module made of a non-woven or woven sludge filtration layer forming filter material stretched on the outer surface of the support member, and the disc-shaped sludge filtration module is installed so as to cross the axis; And a sludge filtration unit comprising a plurality of disk-shaped sludge filtration modules and a hollow rotary shaft juxtaposed at regular intervals in the axial direction, rotatably immersed in the liquid to be treated in the treatment tank, In a rotating disk type filtration device provided with a driving device for rotatingly driving the hollow rotary shaft of the sludge filtration unit, the disk-shaped sludge filtration module is formed by a plurality of sector sectors divided in a circumferential direction, Inside the hollow rotary shaft and the sector sector A rotary disk type filtration apparatus characterized by a filtered water chamber each are connected so as to communicate.

【0015】また、請求項2に記載した発明において
は、請求項1記載の回転円板型濾過装置にあって、汚泥
濾過ユニットを処理槽内に水平配置し、被処理液の液位
を中空回転軸の近傍まで低下させて、液面上に突出した
汚泥濾過モジュ−ルを洗浄する洗浄手段を設けたことを
特徴とする請求項1記載の回転円板型濾過装置である。
Further, in the invention according to claim 2, in the rotary disk type filtration device according to claim 1, the sludge filtration unit is horizontally arranged in the treatment tank, and the liquid level of the liquid to be treated is hollow. 2. The rotating disk type filtering apparatus according to claim 1, further comprising washing means for washing the sludge filtering module projecting above the liquid surface by lowering the sludge filtering module to a position near the rotating shaft.

【0016】更に、請求項3に記載した発明において
は、前記請求項1又は請求項2記載の回転円板型濾過装
置にあって、洗浄手段が、駆動手段により回動する中空
回動軸と、中空回動軸と連通して直角方向に突設し、回
動して複数の円板状汚泥濾過モジュ−ル間毎に位置する
よう軸方向に所定の間隔で複数設けられた洗浄ノズルと
からなることを特徴とする回転円板型濾過装置である。
According to a third aspect of the present invention, in the rotary disk type filtering apparatus according to the first or second aspect, the washing means comprises a hollow rotating shaft which is rotated by a driving means. A plurality of washing nozzles provided at predetermined intervals in the axial direction so as to protrude in a right angle direction in communication with the hollow rotating shaft, and rotate to be positioned between the plurality of disc-shaped sludge filtration modules; It is a rotating disk type filtration device characterized by comprising.

【0017】更に、請求項4に記載した発明において
は、前記請求項1〜3のいずれか1項に記載の回転円板
型濾過装置において、円板状汚泥濾過モジュ−ルを形成
する扇形セクタが、扇形の通水性スペ−サ部材を扇形の
不織布又は織布の袋状汚泥濾層形成濾材により被覆して
形成したことを特徴とする回転円板型濾過装置である。
Further, according to the invention described in claim 4, in the rotary disk type filtration device according to any one of the above-mentioned claims 1-3, a sector sector forming a disk-shaped sludge filtration module. Is a rotating disk type filtration device characterized in that a fan-shaped water-permeable spacer member is covered with a fan-shaped nonwoven fabric or woven fabric bag-like sludge filter layer forming filter material.

【0018】更に、請求項5に記載した発明において
は、前記請求項1〜4のいずれか1項に記載の回転円板
型濾過装置において、円板状汚泥濾過モジュ−ルを形成
する扇形セクタが、扇形の通水性スペ−サ部材の鋭角部
に中空回転軸と連通して接続される濾液排出口が設けら
れ、扇形の袋状汚泥濾層形成濾材の鋭角端部及び対向す
る上辺端部が開口し、通水性スペ−サ部材を袋状汚泥濾
層形成濾材に挿入したのち、前記両端開口部を閉塞する
ことにより被覆して形成したことを特徴とする回転円板
型濾過装置である。
Further, according to the invention described in claim 5, in the rotary disk type filtration apparatus according to any one of the above-mentioned claims 1-4, a sector sector forming a disk-shaped sludge filtration module. However, at the acute angle portion of the fan-shaped water-permeable spacer member, there is provided a filtrate discharge port connected in communication with the hollow rotary shaft, and the acute-angle end portion and the opposing upper edge portion of the fan-shaped bag-shaped sludge filter layer forming filter medium are provided. Are opened, and the water-permeable spacer member is inserted into the bag-shaped sludge filter layer forming filter medium, and then the both ends are closed by covering the openings, thereby forming a rotary disc-type filtration device. .

【0019】更に、請求項6に記載した発明において
は、前記請求項1〜5のいずれか1項に記載の回転円板
型濾過装置において、円板状汚泥濾過モジュ−ルを形成
する複数の扇形セクタが、扇形セクタ毎に取着可能な固
定手段で固定されていることを特徴とする回転円板型濾
過装置である。
Further, according to the invention described in claim 6, in the rotary disk type filtration apparatus according to any one of the above-mentioned claims 1 to 5, a plurality of disk-shaped sludge filtration modules forming a disk-shaped sludge filtration module are provided. A rotating disk type filtering apparatus characterized in that sector sectors are fixed by fixing means that can be attached to each sector.

【0020】前記構成により、円板の直径が大きくなる
大型装置でも、製作や運搬が容易であり、また、保守点
検や濾材の張り替えなども、高度な技術を要することな
く短時間で行うことができる。更に、扇形セクタの扇形
形状により、濾材を通過した汚泥も通水性スペ−サ部材
により形成された濾過水室に沈積することがなく、濾液
排出口などが閉塞する恐れもない。また、洗浄手段を設
けた装置にあっては、低動力で洗浄効果も高く常に最適
な濾過効率を得ることができる。なお、扇形形状は、中
心側の鋭角部と対向する上辺が円弧状であるのが好まし
いが、直線状であってもよい。
With the above-described structure, it is easy to manufacture and transport even a large-sized device having a large disk diameter, and it is also possible to perform maintenance and inspections and replace filter media in a short time without requiring advanced technology. it can. Further, due to the sector shape of the sector, sludge that has passed through the filter medium does not settle in the filtration water chamber formed by the water-permeable spacer member, and there is no possibility that the filtrate discharge port or the like will be blocked. Further, in an apparatus provided with a washing means, it is possible to always obtain an optimum filtration efficiency with low power and high washing effect. Note that the fan shape preferably has an arc shape on the upper side facing the acute angle portion on the center side, but may have a straight shape.

【0021】前記濾過モジュ−ルにおける通水性スペ−
サ部材は、金属線、合成繊維糸及び天然繊維糸などによ
り、一定の網目幅で織って網板、金属板や合成樹脂板に
多数の孔を開孔した多孔質板などを用いることができ、
金属線を一定の網目幅で織った網板が好ましいが、濾過
水の流路を有し、濾材を支え且つ濾過圧力に耐えること
ができる強度のものであればよい。また、通水性スペ−
サ部材は板状部材で囲った空洞の濾過水室を形成しても
よい。更に、濾材は、ナイロン、ポリエステル、ポリエ
チレン、ポリプロピレン及びポリオレフィンなどの合成
繊維で不織布又は織布としたものを用いることができ
る。
The water permeability of the filter module
The member can be a metal plate, a synthetic fiber yarn, a natural fiber yarn, etc., woven with a constant mesh width, a mesh plate, a porous plate having a large number of holes formed in a metal plate or a synthetic resin plate, or the like. ,
A mesh plate in which a metal wire is woven with a constant mesh width is preferable, but any metal plate having a flow path for filtered water, supporting the filter medium, and withstanding filtration pressure may be used. In addition, water permeability
The filter member may form a hollow filtered water chamber surrounded by a plate member. Further, a non-woven fabric or a woven fabric made of synthetic fibers such as nylon, polyester, polyethylene, polypropylene and polyolefin can be used as the filter medium.

【0022】前記濾過操作における汚泥濾層濾過ユニッ
トの回転速度は、汚泥の付着及び剥離などを考慮し相対
速度として、0.01m/s〜1.0m/sが好まし
く、0.01m/s以下の回転速度では、剪断力が低く
汚泥濾層が過剰に厚くなり、濾過液量が短期間で減少し
運転を停止して洗浄する回数が多くなり、また、1.0
m/s以上の回転速度では遠心力で汚泥濾層が剥離して
濾過水に濁りを生じる恐れがあると共に、動力費が嵩む
問題を生じる。
The rotation speed of the sludge filter bed filtration unit in the above-mentioned filtration operation is preferably 0.01 m / s to 1.0 m / s as relative speed in consideration of the adhesion and separation of sludge, and 0.01 m / s or less. At a rotation speed of low, the shear force is low and the sludge filter layer becomes excessively thick, the amount of filtrate decreases in a short period of time, and the number of times of stopping operation and washing becomes large.
At a rotational speed of m / s or more, the sludge filter layer may be separated by centrifugal force, resulting in turbidity of the filtered water and a problem of increased power cost.

【0023】また、濾材の汚泥による閉塞と汚泥の圧密
化を防止するために、濾過水の吸引は、1m以下の吸引
圧により吸引するのが好ましく、また、濾過分離処理に
おける濾過流束は、汚泥濾層の圧密化防止から10m/
day以下とするのが好ましい。
In order to prevent clogging of the filter medium with sludge and consolidation of the sludge, it is preferable that the suction of the filtered water is performed by a suction pressure of 1 m or less. 10m / to prevent consolidation of sludge filter layer
It is preferably set to be day or less.

【0024】[0024]

【発明の実施の形態】以下に本発明の実施の形態につい
て図面に基づいて説明する。図1は処理槽内に濾過ユニ
ットを水平に配置した一実施の形態の回転円板型濾過装
置の概略縦断面図、図2は図1のA−A矢視図、図3は
円板状汚泥濾過モジュ−ルの扇形セクタの取付説明図、
図4は扇形セクタの説明図、図5は円板状汚泥濾過モジ
ュ−ルのセクタの頂部における取付縦断面図である。な
お、全図において相当する作用を有する部材について
は、同一の符号を付した。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a schematic longitudinal sectional view of a rotary disk type filtration apparatus according to an embodiment in which a filtration unit is horizontally disposed in a treatment tank, FIG. 2 is a view taken along the line AA in FIG. 1, and FIG. Installation illustration of the sector sector of the sludge filtration module,
FIG. 4 is an explanatory view of the sector sector, and FIG. 5 is a vertical sectional view of a disk-shaped sludge filtration module mounted at the top of the sector. In the drawings, members having corresponding functions are denoted by the same reference numerals.

【0025】図1及び図2において、1は上部に汚泥混
合液の供給口7及び汚泥混合液のオ−バ−フロ−口9、
下部に濃縮汚泥を抜き出す汚泥排出口8が具備され、内
部に汚泥混合液を循環して攪拌する散気器10が配置さ
れた密閉構造の処理槽である汚泥濃縮槽であり、内部に
は汚泥濾層濾過ユニット21(以下単に濾過ユニット2
1という。)が汚泥混合液中に浸漬され、回転自在に支
持されて水平配置されている。なお、処理槽としては、
前記密閉構造の槽のほかに、上面が開放された構造でも
よく、また、生物処理槽そのものに濾過ユニット21を
配置した構造でもよく、更に、複数の濾過ユニットの濾
過モジュ−ルがラップして併設配置された構造でもよ
く、これらの配置及び配置数は処理量などにより適宜に
設定することができる。
In FIGS. 1 and 2, reference numeral 1 denotes a supply port 7 for the sludge mixture and an overflow port 9 for the sludge mixture at the top.
A sludge discharge port 8 for extracting concentrated sludge is provided at a lower portion, and a sludge concentration tank, which is a treatment tank having a closed structure, in which an aerator 10 for circulating and stirring the sludge mixture is disposed. Filter layer filtration unit 21 (hereinafter simply filtration unit 2)
One. ) Is immersed in a sludge mixture, supported rotatably, and arranged horizontally. In addition, as a processing tank,
In addition to the tank having the closed structure, a structure having an open top surface may be used, or a structure in which the filtration unit 21 is disposed in the biological treatment tank itself. Further, the filtration modules of a plurality of filtration units may be wrapped. They may be arranged side by side, and these arrangements and the number of arrangements can be appropriately set according to the processing amount or the like.

【0026】2は回転円板型濾過装置であり、図4にお
ける濾過水室を形成する通水性スペ−サ部材24と、該
通水性スペ−サ部材の外面に張設される不織布又は織布
の濾材25からなる円板状汚泥濾過モジュ−ル22(以
下単に濾過モジュ−ル22という。)と、該濾過モジュ
−ル22が軸を横切るように据え付けられ、且つ複数の
濾過モジュ−ル22が軸方向に一定間隔で併設される濾
過集水管を兼用する中空回転軸4とからなる濾過ユニッ
ト21と、濾過ユニット21の中空回転軸4を回転駆動
する駆動装置6及び夫々の濾過モジュ−ル22の表面を
洗浄する洗浄手段3が設けられている。
Reference numeral 2 denotes a rotary disk type filtration device, which includes a water-permeable spacer member 24 forming a filtered water chamber in FIG. 4, and a non-woven fabric or a woven fabric stretched over the outer surface of the water-permeable spacer member. A sludge filtration module 22 (hereinafter simply referred to as a filtration module 22) comprising a filter medium 25, and a plurality of the filtration modules 22 installed so as to cross the axis. , A filtration unit 21 including a hollow rotary shaft 4 also serving as a filtration water collecting pipe, which is also provided at regular intervals in the axial direction, a driving device 6 for driving the hollow rotary shaft 4 of the filtration unit 21 to rotate, and respective filtration modules. A cleaning means 3 for cleaning the surface of the nozzle 22 is provided.

【0027】濾過ユニット21の濾過モジュ−ル22
は、周方向に分割された複数の扇形セクタ23により円
板状に形成され、中空回転軸4内と扇形セクタ22の夫
々の濾過水室内とが連通するように、扇形セクタ23の
濾液排出口26がパッキンを介して中空回転軸4に穿設
された接続口に接続されている。また、洗浄手段3は、
駆動手段32により回動する洗浄液供給管を兼用する中
空回動軸31と、中空回動軸31と連通して直角方向に
突設し、回動して複数の濾過モジュ−ル22間毎に位置
するよう軸方向に所定の間隔で複数設けられた洗浄ノズ
ル33とからなるが、上下方向に立設された洗浄ノズル
を上昇及び下降させる構造の洗浄手段であってもよい。
The filtration module 22 of the filtration unit 21
Is formed in a disk shape by a plurality of sector sectors 23 divided in the circumferential direction, and the filtrate outlet of the sector 23 is formed so that the inside of the hollow rotary shaft 4 and the filtration water chamber of each sector 22 communicate with each other. Reference numeral 26 is connected to a connection port formed in the hollow rotary shaft 4 via a packing. Further, the cleaning means 3
A hollow rotating shaft 31 serving also as a washing liquid supply pipe rotated by a driving means 32, and projecting in a right angle direction in communication with the hollow rotating shaft 31 and rotating to rotate between a plurality of filtration modules 22; A plurality of cleaning nozzles 33 are provided at predetermined intervals in the axial direction so as to be located. Cleaning means having a structure for raising and lowering the vertically extending cleaning nozzles may be used.

【0028】濾過モジュ−ル22を形成する扇形セクタ
23は、図4に示すように、鋭角部に中空回転軸4と連
通して接続される濾液排出口26が設けられた扇形の通
水性スペ−サ部材24を、鋭角端部及び対向する上辺端
部が開口した扇形の袋状濾材25に挿入したのち、袋状
濾材25の両端開口部を、結束、縫合又は接着などによ
り閉塞して被覆形成されている。
As shown in FIG. 4, the sector 23 forming the filtration module 22 has a sector-shaped water-permeable section provided with a filtrate discharge port 26 connected to the hollow rotary shaft 4 at an acute angle. After inserting the support member 24 into the fan-shaped bag-shaped filter medium 25 having an open end at the acute angle end and the opposing upper side end, the openings at both ends of the bag-shaped filter medium 25 are covered by bundling, suturing, bonding or the like. Is formed.

【0029】なお、前記通水性スペ−サ部材24は、金
属線、合成繊維糸及び天然繊維糸などにより、一定の網
目幅で織って網板としたり、又は金属板や合成樹脂板に
多数の孔を開孔した多孔板でもよいが、金属線を一定の
網目幅で織った網板が好ましく、また、それらの外周部
がフレ−ム27により固定されて形状が維持されている
のが好ましい。更に、前記濾材25は、ナイロン、ポリ
エステル、ポリエチレン、ポリプロピレン及びポリオレ
フィンなどの合成繊維で不織布又は織布としたものを適
宜に用いることができる。
The water-permeable spacer member 24 is woven with a fixed mesh width by a metal wire, a synthetic fiber yarn, a natural fiber yarn, or the like to form a mesh plate, or a large number of metal plates or synthetic resin plates. A perforated plate with holes may be used, but a mesh plate in which metal wires are woven with a constant mesh width is preferable, and their outer peripheral portions are preferably fixed by a frame 27 to maintain the shape. . Further, as the filter medium 25, a nonwoven fabric or a woven fabric made of synthetic fibers such as nylon, polyester, polyethylene, polypropylene, and polyolefin can be appropriately used.

【0030】扇形セクタ23の鋭角部に設けられた濾液
排出口26と中空回転軸4とを連通させ、中空回転軸4
に濾過モジュ−ル22を形成して取着可能に固定する固
定手段5は、図3に示すように、中空回転軸4から軸周
方向に所定の間隔で放射状に突設した複数のセクタ固定
用ネジ棒51と、扇形セクタ23の円弧辺部に嵌合する
断面コ字状の長尺クランプ52と、セクタ固定用ネジ棒
51にネジ止めされ、隣接する長尺クランプ52を同時
に上から押さえて固定する固定金具53からなり、図5
に示すように、夫々のセクタ固定用ネジ棒51間に挿通
配置した扇形セクタ23の円弧辺部のはみ出した濾材を
折り曲げて長尺クランプ52を被せ、固定金具53で隣
接する長尺クランプ52を同時に上から押さえ、ネジ5
4で固定用ネジ棒51にネジ止めして固定することによ
り、濾過モジュ−ル22を形成することができる。
The hollow rotary shaft 4 communicates with the filtrate discharge port 26 provided at the acute angle portion of the sector 23.
As shown in FIG. 3, the fixing means 5 for forming the filter module 22 and fixing it in an attachable manner comprises a plurality of sectors fixed radially projecting from the hollow rotary shaft 4 at predetermined intervals in the circumferential direction of the shaft. Screw rod 51, a long clamp 52 having a U-shaped cross section that fits into the arc side portion of the sector 23, and a screw rod 51 for fixing the sector, which simultaneously presses the adjacent long clamp 52 from above. FIG. 5
As shown in (1), the filter material protruding from the arc side portion of the sector-shaped sector 23 inserted between the respective sector fixing screw rods 51 is bent to cover the long clamp 52, and the adjacent long clamp 52 is fixed by the fixing bracket 53. At the same time hold down from above and screw 5
The filter module 22 can be formed by screwing and fixing to the fixing screw rod 51 in 4.

【0031】なお、濾過水集水管である中空回転軸4に
接続した濾過水集水管路11は、水頭圧により濾過水を
排出する構成となっているが、汚泥の性状や濾材などに
より、サイホン機構又はポンプなどの濾過水吸引手段を
適宜に配置して、濾過流束を一定に制御する手段11a
を設けた構成でもよい。
The filtered water collecting pipe line 11 connected to the hollow rotary shaft 4, which is a filtered water collecting pipe, is configured to discharge the filtered water by a head pressure. A means 11a for controlling the filtration flux to a constant level by appropriately arranging a filtration water suction means such as a mechanism or a pump.
May be provided.

【0032】また、中空回転軸4は汚泥濃縮槽1の対向
する一対の側面に夫々適宜な軸受けが設けられ、その軸
受けにより水平に支持されており、外側に突設した中空
回転軸4の一端にプ−リ62及びベルト63を介して接
続したモ−タ61からなる回転駆動手段6により回転駆
動して、濾過ユニット21全体を適宜速度で回転させる
構成となっている。
The hollow rotary shaft 4 is provided with appropriate bearings on a pair of opposing side surfaces of the sludge thickening tank 1 and is supported horizontally by the bearings. One end of the hollow rotary shaft 4 protruding outward is provided. The filter unit 21 is rotatably driven by a rotation driving means 6 comprising a motor 61 connected via a pulley 62 and a belt 63 to rotate the entire filtration unit 21 at an appropriate speed.

【0033】次に前記構成の装置で汚泥混合液から汚泥
を分離濃縮し清澄な濾過液を得る濾過操作の作用につい
て述べる。図示しない別置の生物処理槽で汚水を生物処
理したのちの汚泥混合液は、汚泥混合液の供給口7から
汚泥濃縮槽1内に連続的に供給され、オ−バ−フロ−口
9から連続的に排出される。
Next, the operation of the filtration operation for separating and condensing sludge from the mixed sludge by the apparatus having the above-described structure to obtain a clear filtrate will be described. The sludge mixed solution after the biological treatment of the sewage in a separate biological treatment tank (not shown) is continuously supplied into the sludge concentration tank 1 from the supply port 7 of the sludge mixed solution, and is supplied from the overflow port 9. Discharged continuously.

【0034】汚泥濃縮槽1内に供給された汚泥混合液
は、濾過ユニット21の濾過モジュ−ル22により濾過
され、清澄な濾液は、通水性スペ−サ部材24で形成さ
れた濾過水室を経て濾液排出口26から濾過水集水管の
中空回転軸4内に流入し、中空回転軸4に接続した濾過
水集水管路11から水頭差hで系外に排出される。
The sludge mixture supplied into the sludge concentration tank 1 is filtered by the filtration module 22 of the filtration unit 21, and the clear filtrate passes through the filtration water chamber formed by the water-permeable spacer member 24. Through the filtrate outlet 26, it flows into the hollow rotary shaft 4 of the filtered water collecting pipe, and is discharged from the filtered water collecting pipe 11 connected to the hollow rotary shaft 4 to the outside of the system with a head difference h.

【0035】なお、前記の濾過操作においては、濾過モ
ジュ−ル22の不織布又は織布により形成された濾材2
5の表面に、汚泥粒子群によるポ−ラスな濾過層(汚泥
濾層)が形成され、その汚泥濾層で濾過処理するのであ
り、目開きが粗いため、流通抵抗も少なく低い濾過圧で
濾過流束を多くすることができ、動力費などの運転経費
を低減できるとともに、低廉であり設備費も低減するこ
とができる。また、目開きが粗いにも係わらず、濾液も
清澄度の高い濾液を得ることができる。
In the above-mentioned filtration operation, the filter medium 2 made of a non-woven fabric or a woven fabric of the filtration module 22 is used.
The porous filtration layer (sludge filtration layer) formed by the sludge particle group is formed on the surface of No. 5, and the filtration treatment is performed on the sludge filtration layer. The flux can be increased, the operating cost such as the power cost can be reduced, and the cost can be reduced and the equipment cost can be reduced. In addition, a filtrate having a high clarity can be obtained despite the coarse openings.

【0036】また、汚泥混合液は、汚泥が沈降分離しな
いように散気器10から空気を供給して循環流動させ
る。なお、汚泥濾層が形成されるまでの初期運転におい
ては、汚泥が濾材25を通過して濾液側に混入し、通水
性スペ−サ部材24の底部に汚泥が沈降するが、扇形で
あるため、濾液と共に排出されやすく、濾液排出口26
を閉塞する恐れはない。
The sludge mixture is circulated by supplying air from the diffuser 10 so that the sludge does not settle and separate. In the initial operation until the sludge filter layer is formed, the sludge passes through the filter medium 25 and mixes into the filtrate side, and the sludge settles at the bottom of the water-permeable spacer member 24. , And is easily discharged together with the filtrate.
There is no danger of blocking.

【0037】また、前記濾過操作においては、濾過ユニ
ット21を回転駆動手段6により緩速回転させるが、濾
過ユニット21の回転速度は、汚泥の付着及び剥離など
を考慮し、相対速度として、0.01m/s〜1.0m
/sが好ましく、0.01m/s以下の回転速度では、
剪断力が低く汚泥濾層が過剰に厚くなり、濾過液量が短
期間で減少し運転を停止して洗浄する回数が多くなり、
また、1.0m/s以上の回転速度では遠心力で汚泥濾
層が剥離して濾過水に濁りを生じる恐れがあると共に、
動力費が嵩む問題を生じる。
In the above-mentioned filtration operation, the filtration unit 21 is slowly rotated by the rotation driving means 6, but the rotation speed of the filtration unit 21 is set to a relative speed of 0.1 in consideration of sludge adhesion and separation. 01m / s-1.0m
/ S is preferable, and at a rotation speed of 0.01 m / s or less,
The shear force is low and the sludge filter layer becomes excessively thick, the amount of filtrate decreases in a short period of time, and the number of times of stopping operation and washing increases,
At a rotation speed of 1.0 m / s or more, the sludge filter layer may be separated by centrifugal force, resulting in turbidity of the filtered water.
This raises the problem of increased power costs.

【0038】前記の濾過操作の経過と共に濾過流束が低
下するため、一定の濾過効率以下に達した時点で、濾過
水集水管路11からの排出を停止し、汚泥排出口8から
汚泥濃縮槽1内の汚泥を排出し、液位を中空回転軸4の
近傍まで低下させて、液面上に突出した汚泥濾過モジュ
−ル22の表面を洗浄手段3により洗浄する操作が行わ
れる。なお、汚泥排出口8から抜き出された汚泥は、図
示しない生物処理槽に返送されるが、一部を余剰汚泥と
して系外に排出し、図示しない後段の汚泥処理装置で処
理してもよい。
Since the filtration flux decreases as the filtration operation progresses, the discharge from the filtered water collecting line 11 is stopped when the filtration efficiency reaches a certain level or less, and the sludge concentration tank is connected to the sludge discharge port 8. An operation of discharging the sludge in 1, lowering the liquid level to the vicinity of the hollow rotary shaft 4, and cleaning the surface of the sludge filtration module 22 projecting above the liquid level by the cleaning means 3 is performed. The sludge extracted from the sludge discharge port 8 is returned to a biological treatment tank (not shown). However, a part of the sludge may be discharged outside the system as surplus sludge, and may be treated by a subsequent sludge treatment device (not shown). .

【0039】前記洗浄操作は、洗浄手段3の駆動手段3
2により中空回動軸31を回動して、洗浄ノズル33を
濾過モジュ−ル22間に位置させ、中空回動軸31を介
して洗浄ノズル33から洗浄液を噴射することにより洗
浄を行うことができる。前記の洗浄操作は、濾過モジュ
−ル22が2〜3回転する間で、時間にして1〜3分程
度行えば十分洗浄できる。また、洗浄水の圧力として
は、水道水の圧力程度で十分であり、不織布の濾材の場
合にあまり強すぎると目ずれや破損を招く恐れがある。
The cleaning operation is performed by the driving means 3 of the cleaning means 3.
By rotating the hollow rotary shaft 31 with 2, the cleaning nozzle 33 is positioned between the filtration modules 22, and the cleaning is performed by spraying the cleaning liquid from the cleaning nozzle 33 through the hollow rotary shaft 31. it can. The above-described washing operation can be sufficiently performed by performing the washing operation for about 1 to 3 minutes while the filtration module 22 rotates a few times. Further, the pressure of the washing water is about the same as the pressure of tap water, and if it is too strong in the case of a non-woven filter medium, misalignment or breakage may occur.

【0040】装置のメンテナンスによる濾材25の張り
替えなどは、セクタ固定用ネジ棒51に係止されたネジ
54、固定金具53及び扇形セクタ23の円弧辺部に嵌
合した長尺クランプ52を外すことにより、扇形セクタ
23を容易に取り出すことができる。取り出された扇形
セクタ23から袋状濾材25を外し、新たな袋状濾材2
5を装着するには、扇形の通水性スペ−サ部材24を、
扇形の袋状濾材25に挿入したのち、袋状濾材25の両
端開口部を閉塞することにより被覆して形成することが
できる。従って、円板の直径が大きくなる大型装置で
も、保守点検や濾材の張り替えなどに高度な技術を要す
ることなく短時間で行うことができる。
To replace the filter medium 25 due to maintenance of the apparatus, remove the screw 54 fixed to the sector fixing screw rod 51, the fixing bracket 53, and the long clamp 52 fitted to the arc side of the sector sector 23. Thus, the sector 23 can be easily taken out. The bag-like filter medium 25 is removed from the fan-shaped sector 23 taken out, and a new bag-like filter medium 2 is removed.
In order to attach 5, the fan-shaped water-permeable spacer member 24 is
After being inserted into the fan-shaped bag-shaped filter medium 25, it can be formed by covering both ends of the bag-shaped filter medium 25 by closing the openings. Therefore, even a large-sized apparatus having a large disk diameter can be performed in a short time without requiring advanced technology for maintenance and inspection and replacement of the filter medium.

【0041】[0041]

【発明の効果】本発明は、汚泥濾層濾過装置自体の優れ
た効果を更に発展させ、設備費や運転費が低廉で濾過流
束も高く、処理量を多く安定して清澄度の高い処理液が
得られ、また、円板状の汚泥濾層濾過装置における、円
板の直径が大きくなると製作や運搬に経費が嵩む問題、
保守点検に手数や時間がかかり、特に、濾材の張り替え
などに多くの時間と技術を要する問題などを解消するこ
とができ、更に、洗浄効果も高い洗浄手段を設けた回転
円板型濾過装置である。
The present invention further develops the excellent effects of the sludge filter bed filtration apparatus itself, and has a low equipment cost and operation cost, a high filtration flux, a large amount of treatment, and a stable and high clarity treatment. A liquid is obtained, and in a disk-shaped sludge filter bed filtration apparatus, the problem that the cost of production and transportation increases when the diameter of the disk is increased,
It takes time and effort to perform maintenance and inspection, and in particular, it can solve the problem that requires much time and skill to replace the filter media, etc. is there.

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

【図1】本発明の一実施の形態の回転円板型濾過装置の
概略縦断面図
FIG. 1 is a schematic longitudinal sectional view of a rotating disk type filtration device according to an embodiment of the present invention.

【図2】図1のA−A矢視図FIG. 2 is a view taken in the direction of arrows AA in FIG. 1;

【図3】円板状汚泥濾過モジュ−ルの扇形セクタの取付
説明図
FIG. 3 is an explanatory view of installation of a sector sector of the disc-shaped sludge filtration module.

【図4】扇形セクタの説明図FIG. 4 is an explanatory diagram of a sector sector.

【図5】円板状汚泥濾過モジュ−ルの扇形セクタの頂部
における取付縦断面図
FIG. 5 is a vertical sectional view showing the mounting of the disk-shaped sludge filtration module at the top of the sector.

【符号の説明】[Explanation of symbols]

1:汚泥濃縮槽(処理槽) 2:回転円板型濾過装置 3:洗浄手段 4:中空回転軸 5:固定手段 6:回転駆動手段 21:濾過ユニット 22:汚泥濾過モジュ−ル 23:扇形セクタ 24:通水性スペ−サ部材 25:汚泥濾層形成濾材 26:濾液排出口 27:フレ−ム 31:中空回動軸 32:駆動手段 33:洗浄ノズル 1: Sludge thickening tank (treatment tank) 2: Rotating disk type filter 3: Cleaning means 4: Hollow rotating shaft 5: Fixing means 6: Rotation driving means 21: Filtration unit 22: Sludge filtration module 23: Sector sector 24: water-permeable spacer member 25: sludge filter layer forming filter medium 26: filtrate outlet 27: frame 31: hollow rotating shaft 32: driving means 33: washing nozzle

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】濾過水室を形成する通水性スペ−サ部材
と、該通水性スペ−サ部材の外面に張設される不織布又
は織布の汚泥濾層形成濾材からなる円板状の汚泥濾過モ
ジュ−ルと、該円板状汚泥濾過モジュ−ルが軸を横切る
ように据え付けられ、且つ複数の円板状汚泥濾過モジュ
−ルが軸方向に一定間隔で併設される中空回転軸とから
なり、回転自在に処理槽内の被処理液中に浸漬配置され
た汚泥濾過ユニットと、前記汚泥濾過ユニットの前記中
空回転軸を回転駆動する駆動装置を設けた回転円板型濾
過装置において、前記円板状汚泥濾過モジュ−ルが周方
向に分割された複数の扇形セクタにより形成され、前記
中空回転軸内と前記扇形セクタの夫々の濾過水室内とが
連通するように接続されたことを特徴とする回転円板型
濾過装置。
1. A disk-shaped sludge comprising a water-permeable spacer member forming a filtration water chamber, and a non-woven or woven sludge filter layer-forming filter medium stretched over the outer surface of the water-permeable spacer member. A filtration module and a hollow rotary shaft in which the disk-shaped sludge filtration module is installed so as to cross the axis, and a plurality of disk-shaped sludge filtration modules are juxtaposed at regular intervals in the axial direction. A sludge filtration unit rotatably immersed in the liquid to be treated in the treatment tank, and a rotary disk type filtration device provided with a driving device for rotating and driving the hollow rotary shaft of the sludge filtration unit. A disc-shaped sludge filtration module is formed by a plurality of sector sectors divided in a circumferential direction, and the inside of the hollow rotary shaft and the respective filtered water chambers of the sector sectors are connected so as to communicate with each other. Rotating disk type filtration device.
【請求項2】汚泥濾過ユニットを処理槽内に水平配置
し、被処理液の液位を中空回転軸の近傍まで低下させ
て、液面上に突出した汚泥濾過モジュ−ルを洗浄する洗
浄手段を設けたことを特徴とする請求項1記載の回転円
板型濾過装置。
2. A cleaning means for horizontally disposing a sludge filtration unit in a treatment tank, lowering the liquid level of the liquid to be treated to near a hollow rotary shaft, and cleaning the sludge filtration module projecting above the liquid surface. The rotary disk-type filtration device according to claim 1, further comprising:
【請求項3】洗浄手段が、駆動手段により回動する中空
回動軸と、中空回動軸と連通して直角方向に突設し、回
動して複数の円板状汚泥濾過モジュ−ル間毎に位置する
よう軸方向に所定の間隔で複数設けられた洗浄ノズルと
からなることを特徴とする請求項1又は請求項2記載の
回転円板型濾過装置。
3. A plurality of disc-shaped sludge filtration modules, wherein the washing means is provided with a hollow rotating shaft which is rotated by the driving means, and is protruded in a right angle direction in communication with the hollow rotating shaft. 3. The rotating disk type filtering apparatus according to claim 1, comprising a plurality of washing nozzles provided at predetermined intervals in an axial direction so as to be positioned at every interval.
【請求項4】円板状汚泥濾過モジュ−ルを形成する扇形
セクタが、扇形の通水性スペ−サ部材を扇形の不織布又
は織布の袋状汚泥濾層形成濾材により被覆して形成した
ことを特徴とする請求項1〜3のいずれか1項に記載の
回転円板型濾過装置。
4. The fan-shaped sector forming the disk-shaped sludge filtration module is formed by covering a fan-shaped water-permeable spacer member with a fan-shaped nonwoven fabric or woven bag-shaped sludge filter layer forming filter material. The rotating disk-type filtration device according to any one of claims 1 to 3, characterized in that:
【請求項5】円板状汚泥濾過モジュ−ルを形成する扇形
セクタが、扇形の通水性スペ−サ部材の鋭角部に中空回
転軸と連通して接続される濾液排出口が設けられ、扇形
の袋状汚泥濾層形成濾材の鋭角端部及び対向する上辺端
部が開口し、通水性スペ−サ部材を袋状汚泥濾層形成濾
材に挿入したのち、前記両端開口部を閉塞することによ
り被覆して形成したことを特徴とする請求項1〜4のい
ずれか1項に記載の回転円板型濾過装置。
5. A fan-shaped sector forming a disc-shaped sludge filtration module is provided with a filtrate discharge port connected to a hollow rotary shaft at an acute angle portion of a fan-shaped water-permeable spacer member, the sector being formed in a sector shape. After opening the acute-angled end and the opposite upper end of the bag-shaped sludge filter layer forming filter medium, inserting the water-permeable spacer member into the bag-shaped sludge filter layer forming filter medium, and closing the openings at both ends. The rotating disk type filtering device according to any one of claims 1 to 4, wherein the filtering device is formed by coating.
【請求項6】円板状汚泥濾過モジュ−ルを形成する複数
の扇形セクタが、扇形セクタ毎に取着可能な固定手段で
固定されていることを特徴とする請求項1〜5のいずれ
か1項に記載の回転円板型濾過装置。
6. The disk-shaped sludge filtration module according to claim 1, wherein said plurality of sector-shaped sectors are fixed by fixing means which can be attached to each sector. Item 2. The rotating disk type filtration device according to Item 1.
JP2000324068A 2000-10-24 2000-10-24 Rotary disk type filtration device Pending JP2002126800A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000324068A JP2002126800A (en) 2000-10-24 2000-10-24 Rotary disk type filtration device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000324068A JP2002126800A (en) 2000-10-24 2000-10-24 Rotary disk type filtration device

Publications (1)

Publication Number Publication Date
JP2002126800A true JP2002126800A (en) 2002-05-08

Family

ID=18801656

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2002126800A (en)

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT411574B (en) * 2002-06-19 2004-03-25 Andritz Ag Maschf FILTER OR SORTER
US8118175B2 (en) 2007-07-18 2012-02-21 Siemens Industry, Inc. Venting device for a disc filter
US8623213B2 (en) 2008-03-28 2014-01-07 Siemens Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US8801929B2 (en) 2007-07-18 2014-08-12 Evoqua Water Technologies Llc Trash tolerant filter support for a disc filter
US8801931B2 (en) 2010-02-25 2014-08-12 Evoqua Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US9028692B2 (en) 2006-08-14 2015-05-12 Evoqua Water Technologies Llc High flow disc filter
US9359236B2 (en) 2010-08-18 2016-06-07 Evoqua Water Technologies Llc Enhanced biosorption of wastewater organics using dissolved air flotation with solids recycle
US10131550B2 (en) 2013-05-06 2018-11-20 Evoqua Water Technologies Llc Enhanced biosorption of wastewater organics using dissolved air flotation with solids recycle
KR20190063246A (en) * 2017-11-29 2019-06-07 대한민국(농촌진흥청장) Apparatus for solid-liquid separation and air diffusing and Slurries treatment apparatus having the same
US10857491B2 (en) 2014-06-05 2020-12-08 Evoqua Water Technologies Llc Filtering panel and method of making the same
US10888807B2 (en) 2016-08-12 2021-01-12 Evoqua Water Technologies Llc Disc filter pre-screen dual media disc filter
CN113766959A (en) * 2019-03-06 2021-12-07 威立雅水务技术支持公司 Rotating Disc Filter with Backwash Guide
CN114712924A (en) * 2022-03-02 2022-07-08 中粮生化(成都)有限公司 A filter device for syrup production
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61222515A (en) * 1985-03-28 1986-10-03 Tsukishima Kikai Co Ltd Filtering concentration apparatus
JPH0138559B2 (en) * 1985-05-31 1989-08-15 Kogyo Gijutsu Incho
JPH05208106A (en) * 1991-07-01 1993-08-20 Takeshi Hoya Concentrator
JPH11226317A (en) * 1998-02-18 1999-08-24 Mitsubishi Kakoki Kaisha Ltd Apparatus and method for rotary disc type solid and liquid separation

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61222515A (en) * 1985-03-28 1986-10-03 Tsukishima Kikai Co Ltd Filtering concentration apparatus
JPH0138559B2 (en) * 1985-05-31 1989-08-15 Kogyo Gijutsu Incho
JPH05208106A (en) * 1991-07-01 1993-08-20 Takeshi Hoya Concentrator
JPH11226317A (en) * 1998-02-18 1999-08-24 Mitsubishi Kakoki Kaisha Ltd Apparatus and method for rotary disc type solid and liquid separation

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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US10207210B2 (en) 2006-08-14 2019-02-19 Evoqua Water Technologies Llc High flow disc filter
US9028692B2 (en) 2006-08-14 2015-05-12 Evoqua Water Technologies Llc High flow disc filter
US9023208B2 (en) 2007-07-18 2015-05-05 Evoqua Water Technologies Llc Disc filter
US8118175B2 (en) 2007-07-18 2012-02-21 Siemens Industry, Inc. Venting device for a disc filter
US8801929B2 (en) 2007-07-18 2014-08-12 Evoqua Water Technologies Llc Trash tolerant filter support for a disc filter
US8808542B2 (en) 2007-07-18 2014-08-19 Evoqua Water Technologies Llc Disc filter
US9339745B2 (en) 2007-07-18 2016-05-17 Evoqua Water Technologies Llc Trash tolerant filter support for a disc filter
US9359239B2 (en) 2008-03-28 2016-06-07 Evoqua Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US8894856B2 (en) 2008-03-28 2014-11-25 Evoqua Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US9359238B2 (en) 2008-03-28 2016-06-07 Evoqua Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US8623213B2 (en) 2008-03-28 2014-01-07 Siemens Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US8894855B2 (en) 2008-03-28 2014-11-25 Evoqua Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US8801931B2 (en) 2010-02-25 2014-08-12 Evoqua Water Technologies Llc Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
US9359236B2 (en) 2010-08-18 2016-06-07 Evoqua Water Technologies Llc Enhanced biosorption of wastewater organics using dissolved air flotation with solids recycle
US9783440B2 (en) 2010-08-18 2017-10-10 Evoqua Water Technologies Llc Enhanced biosorption of wastewater organics using dissolved air flotation with solids recycle
US10131550B2 (en) 2013-05-06 2018-11-20 Evoqua Water Technologies Llc Enhanced biosorption of wastewater organics using dissolved air flotation with solids recycle
US11660552B2 (en) 2014-06-05 2023-05-30 Evoqua Water Technologies Llc Filtering panel and method of making the same
US10857491B2 (en) 2014-06-05 2020-12-08 Evoqua Water Technologies Llc Filtering panel and method of making the same
US12048890B2 (en) 2016-08-12 2024-07-30 Evoqua Water Technologies Llc Disc filter pre-screen dual media disc filter
US10888807B2 (en) 2016-08-12 2021-01-12 Evoqua Water Technologies Llc Disc filter pre-screen dual media disc filter
KR20190063246A (en) * 2017-11-29 2019-06-07 대한민국(농촌진흥청장) Apparatus for solid-liquid separation and air diffusing and Slurries treatment apparatus having the same
KR102071718B1 (en) 2017-11-29 2020-03-02 대한민국 Apparatus for solid-liquid separation and air diffusing and Slurries treatment apparatus having the same
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