JPH10156112A - Sewage filtering and purifying device for fish breeding - Google Patents

Sewage filtering and purifying device for fish breeding

Info

Publication number
JPH10156112A
JPH10156112A JP8317477A JP31747796A JPH10156112A JP H10156112 A JPH10156112 A JP H10156112A JP 8317477 A JP8317477 A JP 8317477A JP 31747796 A JP31747796 A JP 31747796A JP H10156112 A JPH10156112 A JP H10156112A
Authority
JP
Japan
Prior art keywords
sewage
filter medium
filter
filtration
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.)
Granted
Application number
JP8317477A
Other languages
Japanese (ja)
Other versions
JP3045478B2 (en
Inventor
Fumihiro Goto
文洋 後藤
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.)
RIYUUBI KK
Original Assignee
RIYUUBI KK
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 RIYUUBI KK filed Critical RIYUUBI KK
Priority to JP8317477A priority Critical patent/JP3045478B2/en
Priority to US08/979,534 priority patent/US6123841A/en
Priority to EP19970120857 priority patent/EP0845286A3/en
Publication of JPH10156112A publication Critical patent/JPH10156112A/en
Application granted granted Critical
Publication of JP3045478B2 publication Critical patent/JP3045478B2/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

  • Farming Of Fish And Shellfish (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Filtration Of Liquid (AREA)

Abstract

PROBLEM TO BE SOLVED: To make it possible to rapidly and easily clean filter media of a small thickness which allow the passage of sewage from the inside surface to the outside surface and are adhered with cake while these filter media are held mounted by providing this device with the filter media and a cake removing means for automatically and relatively rub the surfaces of the filter media and removing the cake adhered to the filter media by this cake removing means. SOLUTION: This device has the filter media 13 which are formed to a hollow cylindrical shape and are supported at both top and bottom ends to suppress its vertical movement by supporting rings 11, 12 and a scraper 14 which is inserted into the filter media 13 and is mounted with spiral vanes 14b at a revolving shaft 14a. The sewage is sent by pump P to the inflow port 15a of the sewage filter device 15 and is passed through the filter media 13 from the inside of the supporting ring 11 and the inside of the filter media 13 and, thereafter, the sewage is discharged via a valve A from an outflow port 15b, by which the sewage is purified. The cake adhered to the inside surface of the filter media 13 is scraped off by rotating a scraper 14 and is settled through the inside of the supporting ring 11 to the bottom of the sewage filter device 15. The settled cake is withdrawn by a valve B from a withdrawal port 15c disposed at its bottom.

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、養魚を飼育し、養
魚の排泄物や残餌などで汚れた汚水を浄化するために該
汚水を予備処理する養魚用汚水ろ過装置、およびそれを
本処理装置と結合して使う養魚用汚水浄化装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sewage filtration device for fish farming, which breeds fish farming and pretreats the sewage in order to purify the sewage soiled by the excrement of fish farming and remaining food. The present invention relates to a sewage purification device for fish farming used in combination with a device.

【0002】[0002]

【従来の技術】従来用いられている養魚用汚水浄化装置
の一例の縦断面模式図を図11に示す。図11において
汚水供給管71の供給口71aを槽容器72の下部に位
置させ、槽容器72に浮上ろ材73を装入しておく。養
魚を飼育している池から汚水を引き抜き、供給口71a
から供給する。すると、汚水は、浮上ろ材73で形成さ
れるろ床74によりろ過され、汚水中に含まれる塊状の
固形物はろ床74に付着し、あるいは槽容器72の底部
72aに沈殿・堆積する。ろ過された汚水は流出管75
の流出口75aから溢流・流出し処理水として上記池に
戻される。底部72aに沈殿・堆積した塊状の固形物は
適宜かす引き抜き口76から排出される。
2. Description of the Related Art FIG. 11 is a schematic vertical sectional view of an example of a conventionally used sewage purification apparatus for fish farming. In FIG. 11, the supply port 71 a of the sewage supply pipe 71 is located at the lower part of the tank container 72, and the floating filter material 73 is charged in the tank container 72. Sewage is withdrawn from the pond where fish farming is raised, and the supply port 71a
Supplied from Then, the sewage is filtered by a filter bed 74 formed by the floating filter material 73, and the solid solid contained in the sewage adheres to the filter bed 74 or precipitates and deposits on the bottom 72 a of the tank container 72. The filtered sewage is discharged into a discharge pipe 75
Overflows / outflows from the outlet 75a and is returned to the pond as treated water. The massive solid that has settled and deposited on the bottom portion 72a is discharged from the scrap removal port 76 as appropriate.

【0003】なお、図11において、汚水供給管71の
供給口71aの反対側に汚水中に含まれ遊離しやすいガ
スを逃がすガス排出口71bが取り付けられている。ま
た、槽容器72の下部に位置させた空気口77から曝気
用空気を噴出させろ床74に付着した好気性菌に酸素を
供給して、該好気性菌により汚水を生物処理する。槽容
器72は一槽または二槽以上用いる。
In FIG. 11, a gas discharge port 71b is provided on the opposite side of the supply port 71a of the sewage supply pipe 71 to release gas contained in sewage and easily released. In addition, aeration air is blown out from an air port 77 located at the lower part of the tank container 72 to supply oxygen to the aerobic bacteria attached to the filter bed 74, and the aerobic bacteria biologically treats wastewater. One or more tanks 72 are used.

【0004】しかるに、上記のような養魚用汚水浄化装
置において、汚水処理時間が長くなるにつれて汚水浄化
効率が低下してき、該浄化装置の稼動率を高めても汚水
浄化効率はあまり向上しなくなる。つまり従来の養魚用
汚水浄化装置は、負荷が非常に増大しやすい。そこで養
魚用汚水浄化装置各槽内を清掃して、該浄化装置にかか
る負荷を軽減すると共にその浄化効率を上昇させなけれ
ばならなくなる。
However, in the above-described sewage purification apparatus for fish culture, the sewage purification efficiency decreases as the sewage treatment time increases, and the sewage purification efficiency does not increase much even if the operation rate of the purification apparatus is increased. In other words, the load of the conventional sewage purification apparatus for fish farming tends to increase very much. Therefore, it is necessary to clean the inside of each tank of the sewage purification apparatus for fish farming to reduce the load on the purification apparatus and increase the purification efficiency.

【0005】しかしながら、上記従来の養魚用汚水浄化
装置における各槽の清掃は、各槽への汚水の流入を止
め、長い時間掛けて行う。また清掃の頻度も多い。例え
ば上記養魚用汚水浄化装置での上記清掃の頻度は、50
リットル/分の汚水を処理すると、2週間に1度くらい
の割合であった。従って清掃の際に使用する水量(例え
ば200〜300リットル/日)が増大するという問題
点がある。
[0005] However, the cleaning of each tank in the above-mentioned conventional fish farm sewage purification apparatus is performed over a long period of time by stopping the flow of sewage into each tank. The frequency of cleaning is also high. For example, the frequency of the cleaning in the fish sewage purification device is 50
When treated with liters / minute of sewage, the rate was about once every two weeks. Therefore, there is a problem that the amount of water used for cleaning (for example, 200 to 300 liters / day) increases.

【0006】さらに、上記清掃のため汚水処理時間が短
くなる結果、汚水の処理能力が低下するという問題点も
生じる。汚水の処理能力の低下とともに、リサイクルさ
れる水の中にアンモニアが残留し、これは養魚にとって
危険である。
Further, as a result of the shortening of the sewage treatment time due to the above cleaning, there is a problem that the sewage treatment capacity is reduced. With the reduction of sewage treatment capacity, ammonia remains in the recycled water, which is dangerous for fish farming.

【0007】なお、養魚を飼育して汚れた汚水でない一
般的な汚水を生物処理により浄化するために従来用いら
れている汚水浄化装置の一例縦断面模式図を図12に示
す。図12において、汚水の供給側から好気性生物処理
槽81と嫌気性生物処理槽85が汚水の供給側からその
順に配置される。好気性生物処理槽81では、その上部
に位置させた汚水供給管82の供給口82aから汚水を
供給し好気性生物処理槽81の下部に位置させた空気口
83から曝気用空気を噴出させ汚水を好気性生物処理す
る。好気性生物処理槽81で生成し底部81aに沈殿・
堆積した好気性生物処理汚泥は汚泥排出管84から排出
される。
[0007] Fig. 12 is a schematic vertical cross-sectional view of an example of a conventional sewage purification apparatus conventionally used to purify general sewage, which is not sewage which is tainted by raising fish, by biological treatment. In FIG. 12, an aerobic biological treatment tank 81 and an anaerobic biological treatment tank 85 are arranged in this order from the wastewater supply side. In the aerobic biological treatment tank 81, sewage is supplied from a supply port 82 a of a sewage supply pipe 82 located at an upper part thereof, and aeration air is spouted from an air port 83 located at a lower part of the aerobic biological treatment tank 81. Aerobic biological treatment. Produced in the aerobic biological treatment tank 81 and settled on the bottom 81a.
The accumulated aerobic biologically treated sludge is discharged from the sludge discharge pipe 84.

【0008】好気性生物処理槽81で処理された汚水は
嫌気性生物処理槽85に装入される。装入された汚水は
中央の嫌気性生物処理床86で嫌気性生物処理される。
嫌気性生物処理された汚水は流出管87の流出口87a
から溢流・流出し処理水として元に戻される。嫌気性生
物処理床86で生成し底部85aに沈殿・堆積した嫌気
性生物処理汚泥は汚泥排出管88から排出される。しか
し、このような二槽式の汚水浄化装置は大掛かりなた
め、養魚を飼育して汚れた汚水の処理には採用されてい
ない。また、嫌気性生物処理では、硫化水素が発生し、
これがリサイクルされる水の中に残留すると、養魚にと
って危険である。
The sewage treated in the aerobic biological treatment tank 81 is charged into the anaerobic biological treatment tank 85. The charged wastewater is subjected to anaerobic biological treatment in a central anaerobic biological treatment bed 86.
The sewage treated with the anaerobic organism is supplied to the outlet 87a of the outlet pipe 87.
It overflows and flows out of the tank and is returned as treated water. The anaerobic biological treatment sludge generated on the anaerobic biological treatment bed 86 and deposited and deposited on the bottom 85 a is discharged from the sludge discharge pipe 88. However, since such a two-tank type sewage purification apparatus is large-scale, it is not used for cultivating fish and treating dirty sewage. In anaerobic biological treatment, hydrogen sulfide is generated,
If this remains in the recycled water, it is dangerous for fish farming.

【0009】[0009]

【発明が解決しようとする課題】そこで、本発明の目的
は、上記事情に鑑み、かかる負荷が増大しにくく清掃頻
度を極力少なくすることができる簡単な構造の養魚用汚
水処理装置を提供することにある。さらに、養魚にとっ
て安全な水をリサイクルすることにある。
SUMMARY OF THE INVENTION In view of the above circumstances, it is an object of the present invention to provide a fish sewage treatment apparatus having a simple structure in which the load is hardly increased and the frequency of cleaning is reduced as much as possible. It is in. Another objective is to recycle safe water for fish farming.

【0010】[0010]

【課題を解決するための手段】上記目的を達成するため
に研究を重ねた結果、かすが付着したろ過材を装着した
まま短時間で簡便に清掃できる簡単な構造の汚水ろ過装
置を汚水予備処理装置として養魚用汚水浄化装置に含ま
せることが極めて有効であることを見いだし、本発明に
到達した。本発明の養魚用汚水ろ過および浄化装置は、
次のように構成される。すなわち、本発明の養魚用汚水
ろ過装置の第1のもの(以下、「第1の汚水ろ過装置」
という。第2および第3のものもそれぞれ第2の汚水ろ
過装置、第3の汚水ろ過装置という)は、汚水を内面か
ら外面に通過させるろ過材と、該ろ過材の内面を自動的
かつ相対的に擦るかす除去手段とを備え、該ろ過材に付
着したかすを該かす除去手段で除去することにより、該
ろ過材を清掃するようになっていることを特徴とする。
第1の汚水ろ過装置の態様として、例えば次のものが挙
げられる。すなわち、第1の態様は、(1)内面および
外面を有する中空のろ過材と、(2)該ろ過材の内部に
挿通され、該ろ過材の軸と同芯となるように固定され、
螺旋状の羽根を有するスクレーパからなるかす除去手段
とを備え、該ろ過材の清掃は、該スクレーパとろ過材と
を相対的に移動させ、該ろ過材の内面に付着したかすを
該スクレーパで擦り取り、沈降させることによって行う
ものである。
As a result of repeated studies to achieve the above object, a sewage filtration apparatus having a simple structure that can be easily and simply cleaned in a short time with a filter medium to which debris adheres is provided. As a result, it has been found that inclusion in a sewage purification device for fish farming is extremely effective, and the present invention has been achieved. The fish culture sewage filtration and purification device of the present invention,
It is configured as follows. That is, the first fish sewage filtration device of the present invention (hereinafter referred to as “first sewage filtration device”).
That. The second and third devices are also referred to as a second sewage filtration device and a third sewage filtration device, respectively). The filter material that allows sewage to pass from the inner surface to the outer surface, and the inner surface of the filter material automatically and relatively. Rubbing removal means is provided, and the filter medium is cleaned by removing the residue adhering to the filter medium by the chip removal means.
As an aspect of the first sewage filtration device, for example, the following can be mentioned. That is, in the first embodiment, (1) a hollow filter medium having an inner surface and an outer surface, and (2) a filter medium inserted through the filter medium and fixed so as to be concentric with the axis of the filter medium,
Swarf removal means comprising a scraper having spiral blades, wherein the cleaning of the filter medium is performed by relatively moving the scraper and the filter medium and rubbing the residue adhered to the inner surface of the filter medium with the scraper. This is done by taking and settling.

【0011】第2の態様は、(1)内面および外面を有
する中空のろ過材と、(2)外ブラシおよび内ブラシか
らなるかす除去手段とを備え、該ろ過材の清掃は、外ブ
ラシおよび内ブラシをろ過材に対し相対的に移動させ、
該ろ過材の内面に付着したかすを該内ブラシにより、該
ろ過材の外面に突出したかすを該外ブラシにより擦り取
り、沈降させることによって行うものである。
The second aspect comprises (1) a hollow filter medium having an inner surface and an outer surface, and (2) debris removing means composed of an outer brush and an inner brush. Move the inner brush relative to the filter media,
The residue adhering to the inner surface of the filter is removed by the inner brush, and the residue protruding to the outer surface of the filter is scraped off by the outer brush and settled.

【0012】ろ過材が円筒状または角筒状であり、ろ過
材とかす除去手段が、回転方向または軸方向に相対的に
移動する。角筒状のろ過材は、断面が例えば三角形、四
角形などである。
The filter medium has a cylindrical shape or a rectangular cylindrical shape, and the filter medium and the debris removing means relatively move in the rotation direction or the axial direction. The cross section of the rectangular cylindrical filter medium is, for example, a triangle, a square, or the like.

【0013】第2の汚水ろ過装置は、(1)ろ過材と、
(2)該ろ過材の上部に填められた汚水より比重の大き
いろ材と、(3)該ろ過材の下部に填められた汚水より
比重の小さいろ材とを備え、該ろ過材の清掃は、汚水処
理時と同様に上向き垂直方向に流れる汚水により該比重
の大きいろ材と該比重の小さいろ材とを揺動させ、該ろ
過材を自動的に叩いて該ろ過材に付着したかすを除去す
ることにより、該ろ過材を清掃するようになっているこ
とを特徴とする。
The second sewage filtration apparatus comprises: (1) a filter medium;
(2) a filter medium having a specific gravity higher than the sewage loaded in the upper part of the filter medium; and (3) a filter medium having a lower specific gravity than the sewage loaded in the lower part of the filter medium. By swaying the filter medium having a large specific gravity and the filter medium having a small specific gravity by sewage flowing upward in the same manner as in the treatment, by automatically tapping the filter medium to remove debris attached to the filter medium. , Characterized in that the filter material is cleaned.

【0014】第3の汚水ろ過装置は、かすを付着させ収
容することが可能な袋状のろ過材と、該ろ過材を通して
流れる汚水の流れ方向を逆転させる手段とを備え、該汚
水の流れ方向を逆転させて該袋状のろ過材を逆転させる
ことにより、該袋状のろ過材を清掃するようになってい
ることを特徴とする。
The third sewage filtration apparatus includes a bag-shaped filter medium capable of adhering and storing the scum, and means for reversing the flow direction of the sewage flowing through the filter medium, and the flow direction of the sewage. Is reversed to reverse the bag-shaped filter medium, thereby cleaning the bag-shaped filter medium.

【0015】上記第1〜第3の汚水ろ過装置により、か
すが付着したろ過材を装着したまま短時間で簡便に清掃
できる簡単な構造の汚水ろ過装置を提供することができ
る。
The first to third sewage filtration apparatuses can provide a sewage filtration apparatus having a simple structure that can be easily and simply cleaned in a short time with the filter medium to which the residue is attached.

【0016】また、本発明の養魚用汚水浄化装置は、汚
水予備処理装置と汚水本処理装置とからなり、該汚水予
備処理装置に、上記第1〜第3の汚水ろ過装置を使うこ
とを特徴とする。
Further, the sewage purification apparatus for fish culture of the present invention comprises a sewage pretreatment apparatus and a sewage main treatment apparatus, wherein the first to third sewage filtration apparatuses are used as the sewage pretreatment apparatus. And

【0017】本発明の養魚用汚水浄化装置において、汚
水本処理装置は、一般の汚水の沈殿処理、生物処理(好
気性生物処理、嫌気性生物処理などの2次処理)、3次
処理などに従来用いられている汚水処理装置でよいが、
ろ材と散気装置を有し、沈澱物を除去可能にした1槽以
上の好気性生物処理槽を有するようにするのが好まし
い。
In the sewage purification apparatus for fish culture of the present invention, the sewage treatment apparatus is used for general sewage sedimentation treatment, biological treatment (secondary treatment such as aerobic biological treatment and anaerobic biological treatment), and tertiary treatment. Conventional sewage treatment equipment may be used,
It is preferable to have one or more aerobic biological treatment tanks having a filter medium and an air diffuser and capable of removing precipitates.

【0018】しかし、上記従来用いられている汚水処理
装置に、処理水に溶解している成分を調整する、例えば
ミネラルを補給し、残留する硝酸イオンを低減させる成
分調整槽を接続して設けるのがより好ましい。
However, the above-mentioned conventional sewage treatment apparatus is provided with a component adjusting tank for adjusting components dissolved in the treated water, for example, for replenishing minerals and reducing residual nitrate ions. Is more preferred.

【0019】さらに、養魚用汚水ろ過装置から排出され
たかすを好気性および/または嫌気性処理を行ってから
廃棄するのが望ましい。
Further, it is desirable that the waste discharged from the sewage filtration apparatus for fish farming is subjected to aerobic and / or anaerobic treatment and then discarded.

【0020】本発明の養魚用汚水浄化装置により、汚水
本処理装置にかかる負荷を大幅に、例えば水量で1/2
0に軽減し汚水本処理装置の清掃頻度を極めて少なくす
ることができる。
According to the sewage purification apparatus for fish farming of the present invention, the load on the sewage treatment apparatus can be greatly reduced, for example, by a half of the amount of water.
The cleaning frequency of the main sewage treatment apparatus can be extremely reduced.

【0021】[0021]

【発明の実施の形態】図1は、第1の汚水ろ過装置の第
1実施例を示す縦断面模式図である。図1に示す第1の
汚水ろ過装置の第1実施例は、(1)中空円筒状で上下
両端が支持輪11、12で上下の移動を抑えられたろ過
材13、例えば40〜100メッシュの金網と、(2)
ろ過材13の内部に挿通され、ろ過材13の軸と同芯と
なるように固定された軸をモータ駆動による回転軸14
aとして回転すること可能であり、螺旋状の羽根14b
を回転軸14aに取り付けたスクレーパ14とを備え
る。この汚水ろ過装置15にその流入口15aからポン
プPにより汚水を送り、支持輪11の中およびろ過材1
3の内部からろ過材13を通って(実線矢印参照)、そ
の外部を経た後、汚水ろ過装置15の流出口15bから
弁Aを介して汚水を流出させる。ろ過材13の内面に付
着したかすはスクレーパ14を適宜回転させることによ
って擦り取られ、支持輪12の中を通り汚水ろ過装置1
5の底に沈降する(点線矢印参照)。汚水ろ過装置15
の底に沈降したかすは、その底に設けた引き抜き口15
cから弁Bにより適宜引き抜く。
FIG. 1 is a schematic longitudinal sectional view showing a first embodiment of a first sewage filtration apparatus. The first embodiment of the first sewage filtration apparatus shown in FIG. 1 is (1) a filter medium 13 having a hollow cylindrical shape and upper and lower ends of which are restrained from moving up and down by support wheels 11 and 12, for example, 40 to 100 mesh. Wire mesh and (2)
A rotating shaft 14 that is inserted through the inside of the filter medium 13 and is fixed so as to be concentric with the axis of the filter medium 13 is driven by a motor.
a can be rotated as a helical blade 14b
And a scraper 14 attached to a rotating shaft 14a. The sewage is sent to the sewage filtration device 15 from the inlet 15a by the pump P, and the sewage is filtered into the support wheel 11 and the filter medium
After passing through the filter medium 13 from the inside of the filter 3 (see the solid arrow) and passing through the outside thereof, the sewage is discharged from the outlet 15b of the sewage filtration device 15 via the valve A. The scum adhering to the inner surface of the filter medium 13 is scraped off by appropriately rotating the scraper 14, and passes through the support wheel 12, and the sewage filter 1
Settle to the bottom of 5 (see dotted arrow). Sewage filtration device 15
The residue that has settled at the bottom of the
Withdraw valve B from valve c as appropriate.

【0022】なお、汚水がろ過材13を通らず、支持輪
11とろ過材13との間を通るのを防ぐ必要があるが、
支持輪11とろ過材13との間は、普通に重ね合わせて
おけば、その間にかすがたまってシールの作用をする。
同様に、支持輪12とろ過材13との間にも普通に重ね
合わせておけばよい。
It is necessary to prevent sewage from passing through the filter medium 13 and between the support wheel 11 and the filter medium 13.
If the support wheel 11 and the filter medium 13 are normally overlapped, the residue is accumulated between them to act as a seal.
Similarly, the support wheel 12 and the filter medium 13 may be normally overlapped.

【0023】図2は、第1の汚水ろ過装置の第2実施例
を示す縦断面模式図である。図2に示す第1の汚水ろ過
装置の第2実施例は、(1)中空円筒状で上下両端が支
持輪21、22で上下の移動を抑えられ、軸23aをモ
ータ駆動による回転軸として回転することが可能なろ過
材23、例えば40〜100メッシュの金網と、(2)
軸が該ろ過材23の軸23aと同芯となるように固定さ
れ、中空円筒状にろ過材23の外側に被せられた回転し
ない外ブラシ24と、(3)ろ過材23の内部に挿通さ
れ、該ろ過材23の軸23aと同芯となるように固定さ
れた軸をモータ駆動による回転軸25aとして回転する
ことが可能な内ブラシ25とを備える。この汚水ろ過装
置26にその流入口26aからポンプPにより汚水を送
り、支持輪21の中およびろ過材23の内部からろ過材
23を通って(実線矢印参照)、その外部を経た後、汚
水ろ過装置26の流出口26bから弁Aを介して汚水を
流出させる。ろ過材23の内面に付着したかすは適宜回
転する内ブラシ25により擦り取られ、ろ過材23の外
面に突出したかすは外ブラシ24と適宜回転するろ過材
23により相対的に擦り取られる。このように擦り取ら
れたかすは、ろ過材23の内部から支持輪22の中を通
り汚水ろ過装置26の底に沈降する(点線矢印参照)。
汚水ろ過装置26の底に沈降したかすは、その底に設け
た引き抜き口26cから弁Bにより適宜引き抜く。ブラ
シはナイロンのものがよい。また、金網に対しては、直
径3〜8mmの穴を多数散在させた薄板部材を支持材と
して重ねるとよい。なお、ブラシは円筒方向に必要に応
じて一箇所以上ないし全周にわたって設けられる。
FIG. 2 is a schematic longitudinal sectional view showing a second embodiment of the first sewage filtration apparatus. The second embodiment of the first sewage filtration apparatus shown in FIG. 2 has a (1) hollow cylindrical shape whose upper and lower ends are prevented from moving up and down by supporting wheels 21 and 22, and is rotated by using a shaft 23a as a rotating shaft driven by a motor. Filter material 23, for example, a wire mesh of 40 to 100 mesh, (2)
The shaft is fixed so as to be concentric with the shaft 23a of the filter medium 23, and is a non-rotating outer brush 24 which is covered in a hollow cylindrical shape on the outside of the filter medium 23, and (3) is inserted through the inside of the filter medium 23. And an inner brush 25 rotatable as a rotating shaft 25a driven by a motor, the shaft being fixed so as to be concentric with the shaft 23a of the filter medium 23. The sewage is sent to the sewage filtration device 26 by a pump P from an inlet 26a of the sewage filtration device 26, passes through the filtration material 23 from the inside of the support wheel 21 and the inside of the filtration material 23 (see the solid line arrow), and after passing through the outside thereof, is filtered. The sewage is discharged from the outlet 26b of the device 26 via the valve A. The residue adhering to the inner surface of the filter medium 23 is scraped off by the appropriately rotating inner brush 25, and the residue adhering to the outer surface of the filter element 23 is relatively scraped off by the outer brush 24 and the filter medium 23 rotating appropriately. The scraps thus scraped pass through the inside of the support wheel 22 from the inside of the filter medium 23 and settle to the bottom of the sewage filtration device 26 (see dotted arrows).
The scum that has settled at the bottom of the sewage filtration device 26 is appropriately pulled out by a valve B from a drawing port 26c provided at the bottom. The brush is preferably made of nylon. Further, a thin plate member in which a large number of holes having a diameter of 3 to 8 mm are scattered may be stacked as a support material on the wire mesh. The brush is provided at one or more locations in the cylindrical direction as necessary or over the entire circumference.

【0024】図3は、第1の汚水ろ過装置の第3実施例
を示す縦断面模式図である。図3に示す第1の汚水ろ過
装置の第3実施例は、中空円筒状で上下両端が支持輪2
1、22で上下の移動を抑えられ、軸23aをモータ駆
動による回転軸として回転することが可能なろ過材2
3、例えば40〜100メッシュの金網と、該金網を支
持するために、該金網に重ねられ、3〜8mm径の穴を
散在させた薄板材28と、該金網23の円周方向1ヶ所
に固定されたナイロン製の外ブラシ24および内ブラシ
25とを備える。この汚水ろ過装置26にその流入口2
6aからポンプPにより汚水を送り、支持輪21の中お
よびろ過材23の内部からろ過材23を通って、その外
部を経た後、汚水ろ過装置26の流出口26bから弁A
を介して汚水を流出させる。ろ過材23の内面に付着し
たかすは内ブラシ25により擦り取られ、ろ過材23の
外面に突出したかすは外ブラシ24により擦り取られ
る。このように擦り取られたかすは、ろ過材23の内部
から支持輪22の中を通り汚水ろ過装置26の底に沈降
する。汚水ろ過装置26の底に沈降したかすは、その底
に設けた引き抜き口26cから弁Bを介して適宜引き抜
く。
FIG. 3 is a schematic longitudinal sectional view showing a third embodiment of the first sewage filtration apparatus. The third embodiment of the first sewage filtration apparatus shown in FIG.
Filter media 2 that can be prevented from moving up and down by 1 and 22 and that can rotate using shaft 23a as a rotating shaft driven by a motor.
3, for example, a wire mesh of 40 to 100 mesh, a thin sheet material 28 laid on the wire mesh to support the wire mesh and having holes of 3 to 8 mm in diameter, and one circumferential position of the wire mesh 23 A fixed nylon outer brush 24 and an inner brush 25 are provided. The inflow port 2 is connected to the sewage filtration device 26.
6a, the sewage is sent by the pump P, passes through the filter medium 23 from inside the support wheel 21 and the inside of the filter medium 23, passes through the outside, and then flows out from the outlet 26b of the sewage filtration apparatus 26 to the valve A.
Drain the sewage through. The residue adhering to the inner surface of the filter medium 23 is scraped off by the inner brush 25, and the residue protruding from the outer surface of the filter medium 23 is scraped off by the outer brush 24. The scraps thus scraped pass through the inside of the support wheel 22 from the inside of the filter medium 23 and settle at the bottom of the sewage filtration device 26. The scum that has settled at the bottom of the sewage filtration device 26 is appropriately pulled out via a valve B from a drawing port 26c provided at the bottom.

【0025】運転のシーケンスは、次のようになる。す
なわち、通常運転では、ポンプPおよび弁Aが開で、弁
Bが閉になっている。洗浄時には、ポンプPおよび弁A
を閉にして、弁Bを開にした後、ポンプPを開にする。
洗浄終了後、ポンプPおよび弁Bを閉にして、弁Aを開
にし、その後ポンプPを開にして通常運転に入る。
The operation sequence is as follows. That is, in the normal operation, the pump P and the valve A are open and the valve B is closed. During cleaning, pump P and valve A
Is closed, the valve B is opened, and then the pump P is opened.
After the washing is completed, the pump P and the valve B are closed, the valve A is opened, and then the pump P is opened to enter a normal operation.

【0026】以上の実施例では、ろ過材とブラシを相対
的に回転させているが、これらを軸方向に相対的に移動
させても良い。この場合の概念(第4実施例)を図8に
示す。内ブラシ25と外ブラシが軸25aに固定され、
軸25Aの矢印のようなストロークによりフィルター2
3に対し軸方向に摺動して擦る。
In the above embodiment, the filter medium and the brush are relatively rotated, but they may be relatively moved in the axial direction. FIG. 8 shows the concept in this case (fourth embodiment). The inner brush 25 and the outer brush are fixed to the shaft 25a,
The filter 2 is moved by a stroke like the arrow of the shaft 25A.
3 rubs by sliding in the axial direction.

【0027】図4は、第2の汚水ろ過装置の一実施例を
示す縦断面模式図である。図4に示す第2の汚水ろ過装
置は、(1)ろ過材31と、(2)ろ過材31の上部に
填められた汚水より比重の大きいろ材32、例えばガラ
ス玉と、(3)ろ過材31の下部に填められた汚水より
比重の小さいろ材33、例えば中空のプラスチック球と
を備える。この汚水ろ過装置34にその流入口34aか
ら汚水を送り、その流出口34bから汚水を流出させ
る。比重の小さいろ材33は、ろ床35を形成し、流入
口34aから流入する汚水中の比較的粗いかすをろ床3
5に付着させるか汚水ろ過装置34の底に沈降させる。
ろ床35を通過した汚水中のかすは、ろ過材31の下面
に付着する。
FIG. 4 is a schematic longitudinal sectional view showing an embodiment of the second sewage filtration apparatus. The second sewage filtration apparatus shown in FIG. 4 includes (1) a filter medium 31, (2) a filter medium 32 having a higher specific gravity than the sewage loaded in the upper part of the filter medium 31, for example, a glass ball, and (3) a filter medium. A filter medium 33 having a specific gravity lower than that of the wastewater loaded in the lower part of the filter 31, for example, a hollow plastic ball is provided. The sewage is sent to the sewage filtration device 34 from the inflow port 34a, and the sewage is discharged from the outflow port 34b. The filter medium 33 having a low specific gravity forms a filter bed 35, and the relatively coarse wastewater in the sewage flowing from the inflow port 34a is filtered.
5 or settle to the bottom of the sewage filtration device 34.
The residue in the sewage that has passed through the filter bed 35 adheres to the lower surface of the filter medium 31.

【0028】ところで、比重の小さいろ材33は、汚水
処理時と同様に上向き垂直方向に流れる汚水によりろ過
材31の下で揺動される。また比重の大きいろ材32も
ろ床36を形成し、上記上向き垂直方向に流れる汚水に
よりろ過材31の上で揺動される。これらの揺動によっ
てろ過材31に付着したかすは自動的に叩き落とされて
汚水ろ過装置34の底に沈降する。汚水ろ過装置34の
底に沈降したかすは、その底に設けた引き抜き口34c
から適宜引き抜く。
By the way, the filter medium 33 having a small specific gravity is swung under the filter medium 31 by the sewage flowing vertically upward in the same manner as in the sewage treatment. Further, the filter medium 32 having a large specific gravity forms a filter bed 36, and is oscillated on the filter medium 31 by the sewage flowing upward in the vertical direction. Due to these swings, the residue adhering to the filter medium 31 is automatically knocked down and settles at the bottom of the sewage filtration device 34. The dregs that settled at the bottom of the sewage filtration device 34 are drawn out from the extraction port 34c provided at the bottom.
Pull out as appropriate.

【0029】以上のように第1および第2の汚水ろ過装
置は、簡単な構造で、汚水処理を中断することなくかす
が付着したろ過材を装着したまま短時間で簡便に清掃で
きる。
As described above, the first and second sewage filtration apparatuses have a simple structure, and can easily and simply clean the sewage treatment apparatus in a short time without interrupting the sewage treatment with the filter medium to which the scum adheres.

【0030】図5は、汚水が水平方向に流れるように配
置された第3の汚水ろ過装置の一実施例を示す縦断面模
式図である。図6は、図5の汚水ろ過装置を構成するカ
ップリング材の概略縦断面図である。また図7は、図5
の汚水ろ過装置を汚水処理系に取り付けて、汚水処理お
よびろ過材清掃を行う際の汚水の流れの一例を示す図で
ある。
FIG. 5 is a schematic longitudinal sectional view showing one embodiment of a third sewage filtration apparatus arranged so that sewage flows in a horizontal direction. FIG. 6 is a schematic longitudinal sectional view of a coupling material constituting the sewage filtration device of FIG. Also, FIG.
FIG. 4 is a diagram showing an example of a flow of sewage when the sewage filtration device is mounted on a sewage treatment system to perform sewage treatment and filter material cleaning.

【0031】図5〜7において、カップリング材41
は、一端42aにおねじを切ったおねじソケット42
と、一端43aにめねじを切っためねじソケット43と
からなる。おねじソケット42のおねじを切らない端4
2bを、めねじソケット43のめねじを切らない端43
bに差し込んだ後、めねじソケット43の締め付け金具
43cによりおねじソケット42を締め付け固定するよ
うになっている。締め付け金具43cは、めねじソケッ
ト43の軸と直角で水平面に含まれる軸43dの周りに
回転する。締め付け金具43cの軸43dを図6の右方
に回転すると上記締め付けがなされ、同じく左方に回転
すると上記締め付けの弛緩がおこる。
5 to 7, the coupling material 41 is used.
Is a male threaded socket 42 having a threaded end 42a.
And a screw socket 43 for cutting a female screw into one end 43a. Unthreaded end 4 of male screw socket 42
2b with the unthreaded end 43 of the female thread socket 43
After being inserted into the socket b, the male screw socket 42 is tightened and fixed by the tightening fitting 43c of the female screw socket 43. The fastening fitting 43c rotates around an axis 43d included in a horizontal plane at right angles to the axis of the female screw socket 43. When the shaft 43d of the fastening member 43c is rotated to the right in FIG. 6, the tightening is performed, and when the shaft 43d is also rotated to the left, the tightening is loosened.

【0032】このカップリング材41にろ布などの袋状
のろ過材44を装着する。この際、おねじソケット42
のおねじを切らない端42bを覆うようにろ過材44を
被せ、この状態でめねじソケット43のめねじを切らな
い端43bに差し込んだ後、締め付け金具43cにより
上記のように固定する(図5中、実線で示したろ過材4
4参照)。
A bag-like filter material 44 such as a filter cloth is attached to the coupling material 41. At this time, the male screw socket 42
A filter medium 44 is placed so as to cover the unthreaded end 42b. In this state, the female screw of the female screw socket 43 is inserted into the uncut end 43b, and is fixed as described above with the fastening fitting 43c (FIG. 5, filter medium 4 indicated by a solid line
4).

【0033】なお、図5においては、汚水処理中におい
て、ろ過材44の側面と汚水処理系下流側パイプ45の
内面との間の隙間46がなくなってろ過効率が低下する
のを防ぐため、カップリング材41にろ過材44を装着
すると同時にろ過材44の側面と汚水処理系下流側パイ
プ45の内面とのスペーサー47、例えば金網も装着し
ている。また後述するろ過材44の清掃中において、汚
水処理中における上記と同様の趣旨によりカップリング
材41にろ過材44を装着すると同時にろ過材44の側
面と汚水処理系上流側パイプ48の内面とのスペーサー
49、例えば金網も装着している。
In FIG. 5, in order to prevent the gap 46 between the side surface of the filter medium 44 and the inner surface of the downstream pipe 45 of the sewage treatment system from disappearing during the sewage treatment, the filter efficiency is reduced. At the same time that the filter material 44 is mounted on the ring material 41, a spacer 47, for example, a wire mesh, between the side surface of the filter material 44 and the inner surface of the downstream pipe 45 of the sewage treatment system is also mounted. In addition, during the cleaning of the filter medium 44 described below, the filter medium 44 is attached to the coupling material 41 for the same purpose during the sewage treatment, and at the same time, the side surface of the filter medium 44 and the inner surface of the upstream pipe 48 of the sewage treatment system are connected. A spacer 49, for example, a wire net is also mounted.

【0034】次にこのようにしてカップリング材41に
ろ過材44を装着した汚水ろ過装置50を図7の汚水処
理系に取り付ける。汚水処理中は、バルブ51、52を
閉とし、バルブ53、54を開とする。すると、汚水は
実線矢印のようにバルブ53、汚水ろ過装置50を通っ
て予備処理された後、バルブ54を経て、予備処理済み
汚水として汚水処理系下流側パイプ45を図7の右方へ
(汚水本処理装置に)送られる。この際スペーサー47
は、ろ過材44の側面と汚水処理系下流側パイプ45の
内面との隙間46がなくなってろ過効率が低下するのを
防ぐために有効である。
Next, the sewage filtration apparatus 50 in which the filter material 44 is mounted on the coupling material 41 as described above is attached to the sewage treatment system shown in FIG. During the sewage treatment, the valves 51 and 52 are closed and the valves 53 and 54 are opened. Then, the sewage is preliminarily treated through a valve 53 and a sewage filtration device 50 as shown by a solid line arrow, and then, through a valve 54, as a pretreated sewage, a sewage treatment system downstream pipe 45 is moved rightward in FIG. Sewage treatment). At this time, the spacer 47
Is effective for preventing the gap 46 between the side surface of the filter medium 44 and the inner surface of the downstream pipe 45 of the sewage treatment system from disappearing and thereby reducing the filtration efficiency.

【0035】汚水処理時間の経過と共に汚水ろ過装置5
0のろ過材44の内面に付着したかすが増加してきてろ
過効率が低下してくるので、このかすを除去する必要が
生ずる。その際はバルブ53、54を閉とし、バルブ5
1および52を開とする。すると、汚水は鎖線矢印のよ
うに上記汚水処理時とは逆向きにバルブ51、汚水ろ過
装置50を通る。そのためろ過材44は逆転する(図5
中一点鎖線で示した状態になる)。すると、かすは汚水
とともに、汚水処理系上流側パイプ48をバルブ52を
経て図7の左方へ(かす捕集装置に)送られる。つまり
ろ過材44が新しい水を使うことなく汚水を使って短時
間で清掃される。この際スペーサー49は、ろ過材44
の側面と汚水処理系上流側パイプ48の内面との隙間5
5がなくなって清掃効率が低下するのを防ぐために有効
である。
As the sewage treatment time elapses, the sewage filtration device 5
Since the scale adhering to the inner surface of the zero filtration material 44 increases and the filtration efficiency decreases, it is necessary to remove the scale. At that time, the valves 53 and 54 are closed and the valve 5
Open 1 and 52. Then, the sewage passes through the valve 51 and the sewage filtration device 50 in a direction opposite to that during the sewage treatment as indicated by a chain line arrow. Therefore, the filter medium 44 is reversed (FIG. 5).
The state shown by the one-dot chain line is shown). Then, the scum is sent to the left side of FIG. 7 (to the scum collection device) through the valve 52 through the sewage treatment system upstream pipe 48 together with the sewage. That is, the filter medium 44 is cleaned in a short time using sewage without using new water. At this time, the spacer 49 is
5 between the side surface of the sewage treatment system and the inner surface of the upstream pipe 48
This is effective for preventing the cleaning efficiency from lowering due to the loss of 5.

【0036】汚水が垂直方向に流れるように配置された
第3の汚水ろ過装置においては、垂直方向が上向きであ
る方が、清掃のときろ過材からろ過かすが下向きに排出
されるので好ましい。
In the third sewage filtration device arranged so that sewage flows in the vertical direction, it is preferable that the vertical direction is upward because the filter cake is discharged downward from the filter medium during cleaning.

【0037】以上のように第3の汚水ろ過装置は、かす
が付着したろ過材を装着したまま短時間で簡便に清掃で
きる簡単な構造である。
As described above, the third sewage filtration apparatus has a simple structure that can be easily cleaned in a short time with the filter medium to which the residue is attached.

【0038】また、本発明の養魚用汚水浄化装置は、汚
水予備処理装置と汚水本処理装置とからなり、該汚水予
備処理装置が上記第1〜第3の汚水ろ過装置であること
を特徴とする。
Further, the sewage purification apparatus for fish culture of the present invention comprises a sewage pretreatment apparatus and a sewage main treatment apparatus, wherein the sewage pretreatment apparatus is the first to third sewage filtration apparatuses. I do.

【0039】本発明の養魚用汚水浄化装置において、汚
水本処理装置は、一般の汚水の沈殿処理、生物処理(好
気性生物処理、嫌気性生物処理などの2次処理)、3次
処理などに従来用いられている汚水処理装置でよい。し
かし、汚水本処理装置がこのような従来用いられている
汚水処理装置と成分調整槽とからなるものは、元の池に
戻すのにより好適な処理水が得られるので好ましい。特
に、嫌気性処理を行う場合は、硫化水素を発生するおそ
れがあるので、嫌気性処理の後に好気性処理を行う必要
がある。
In the sewage purification apparatus for fish culture of the present invention, the sewage treatment apparatus is used for general sewage sedimentation processing, biological processing (secondary processing such as aerobic biological processing and anaerobic biological processing), and tertiary processing. A conventionally used sewage treatment apparatus may be used. However, it is preferable that the main sewage treatment apparatus be composed of such a conventionally used sewage treatment apparatus and a component adjusting tank, since more suitable treated water can be obtained by returning to the original pond. In particular, when performing an anaerobic treatment, it is necessary to perform an aerobic treatment after the anaerobic treatment because hydrogen sulfide may be generated.

【0040】図9は、本発明の養魚用汚水浄化装置にお
ける好ましい汚水本処理装置の一実施例を示す縦断面模
式図である。図9において、汚水予備処理装置(図示せ
ず)から流出した汚水の流入側から、第1の好気性生物
処理槽81と第2の好気性生物処理槽85と成分調整槽
61とがその順に配置されている。第1の好気性生物処
理槽81と第2の好気性生物処理槽85については、従
来の技術で図11により説明したことと同様であり、図
11と同じ番号を付した。第1の好気性生物処理槽81
および第2の好気性生物処理槽85で処理された処理水
は、養魚に必要なミネラルが不足し、有害となる硝酸イ
オンが許容量以上含んでいることがあるので、第2の好
気性生物処理槽85の下流側に成分調整槽61が配置さ
れている。成分調整槽61では、第2の好気性生物処理
槽85で処理された処理水にカルシウムなどのミネラル
を補給するために珊瑚62を浸漬し、硝酸イオンを低減
させるために水藻63を浮かべる。
FIG. 9 is a schematic longitudinal sectional view showing an embodiment of a preferred sewage treatment apparatus in the sewage purification apparatus for fish culture of the present invention. In FIG. 9, a first aerobic biological treatment tank 81, a second aerobic biological treatment tank 85, and a component adjustment tank 61 are arranged in this order from the inflow side of sewage discharged from a sewage pretreatment device (not shown). Are located. The first aerobic biological treatment tank 81 and the second aerobic biological treatment tank 85 are the same as those described with reference to FIG. 11 in the related art, and have the same numbers as in FIG. First aerobic biological treatment tank 81
The treated water treated in the second aerobic biological treatment tank 85 lacks minerals necessary for fish farming and may contain harmful nitrate ions in an allowable amount or more. The component adjusting tank 61 is disposed downstream of the processing tank 85. In the component adjusting tank 61, the coral 62 is immersed in the treated water treated in the second aerobic biological treatment tank 85 to replenish minerals such as calcium, and a water algae 63 is floated to reduce nitrate ions.

【0041】図10は、本発明の養魚用汚水浄化装置に
おける好ましい汚水本処理装置の一実施例を示す縦断面
模式図である。
FIG. 10 is a schematic longitudinal sectional view showing an embodiment of a preferred sewage treatment apparatus in the sewage purification apparatus for fish culture of the present invention.

【0042】本システムは、図9と同様に、第一の好気
性生物処理槽81と第二の好気性生物処理槽85と生物
調整溝61とが配置されているが、それらの機能が図8
のものとはやや異なっている。さらに廃水処理槽92が
設けられている。
In this system, as in FIG. 9, a first aerobic biological treatment tank 81, a second aerobic biological treatment tank 85, and a biological adjustment groove 61 are arranged. 8
Somewhat different from the ones. Further, a wastewater treatment tank 92 is provided.

【0043】汚水予備処理装置26で魚ふんの大部分が
除かれた処理水は、弁Aを介して散水装置90に導か
れ、第一の好気性生物処理槽81の内に滴下される。こ
の滴下により処理水は大気中の酸素を吸収できる。第一
の好気性生物処理槽81と第二の好気性生物処理槽85
は、下部に連通口95を有し、ここを介して処理水は第
一の好気性生物処理槽81から第二の好気性生物処理槽
85に入る。連通口95の脇に散気管83が配置され、
これにより第一の好気性生物処理槽81の内にゆるやか
な循環流を形成する。第一の好気性生物処理槽81内の
ろ材86は極めて粗く設けられている。
The treated water from which most of the fish dung has been removed by the sewage pretreatment device 26 is guided to the sprinkling device 90 via the valve A, and is dropped into the first aerobic biological treatment tank 81. By this dropping, the treated water can absorb oxygen in the atmosphere. First aerobic biological treatment tank 81 and second aerobic biological treatment tank 85
Has a communication port 95 in the lower part, through which treated water enters the second aerobic biological treatment tank 85 from the first aerobic biological treatment tank 81. A diffuser 83 is arranged beside the communication port 95,
Thereby, a gentle circulation flow is formed in the first aerobic biological treatment tank 81. The filter medium 86 in the first aerobic biological treatment tank 81 is provided extremely coarsely.

【0044】第二の好気性生物処理槽85には、ろ材8
6が一杯に配置されていて、処理水は、この中を上昇
し、溢流となって調整槽61の下部に入り、散気管83
の空気流と共にサンゴ、ザクロ石のようなミネラル供給
源62を介して上流し出口96より養魚池へ戻される。
In the second aerobic biological treatment tank 85, the filter medium 8
6 is filled up, and the treated water rises in this, overflows and enters the lower part of the adjusting tank 61, and the air diffuser 83
With the air flow of the above, it flows upstream through a mineral supply source 62 such as coral and garnet, and is returned to the fishpond from the outlet 96.

【0045】第一の好気性生物処理槽81、第二の好気
性生物処理槽85および成分調整槽61の下部には、各
々弁C、D、Eがあり、沈殿物を排出して、廃水処理槽
92に送り込むことができる。
Valves C, D, and E are provided below the first aerobic biological treatment tank 81, the second aerobic biological treatment tank 85, and the component adjusting tank 61, respectively. It can be sent to the processing tank 92.

【0046】廃水処理槽92は、汚水予備処理装置26
の沈殿物も受け入れ、散気管83を有し、流入した沈殿
物を好気性生物処理する。廃水処理槽92で好気性生物
処理装置水は沈澱処理後、流出間92から養魚池94に
戻され、沈殿物は適宜排出される。
The wastewater treatment tank 92 is provided with the sewage pretreatment device 26.
And has an air diffuser 83 for aerobic biological treatment of the inflowing sediment. In the wastewater treatment tank 92, the water of the aerobic biological treatment device is settled and returned to the fish pond 94 from the outlet 92, and the sediment is appropriately discharged.

【0047】本発明の養魚用汚水浄化装置において、汚
水予備処理装置として上記第1〜第3の汚水ろ過装置が
使われるので、汚水本処理装置にかかる負荷が大幅に減
少する。従って汚水本処理装置の清掃頻度が大幅に減少
する。また上記したように汚水予備処理装置はろ過材を
装着したまま新しい水を使うことなく汚水により短時間
で清掃することができる。
In the sewage purification apparatus for fish culture of the present invention, the first to third sewage filtration apparatuses are used as sewage pretreatment apparatuses, so that the load on the main sewage treatment apparatus is greatly reduced. Therefore, the frequency of cleaning the main sewage treatment apparatus is greatly reduced. Further, as described above, the sewage pretreatment device can clean the sewage in a short time by using the sewage without using new water with the filter medium attached.

【0048】よって、本発明の汚水浄化装置は、大掛か
りな清掃の頻度を大幅に減少し、汚水処理効率を大幅に
向上させることができる。
Therefore, the sewage purification apparatus of the present invention can greatly reduce the frequency of large-scale cleaning and greatly improve sewage treatment efficiency.

【0049】さらに、汚水予備処理装置から排出された
かすは、そのまま下水へ放出するのは環境衛生の点で好
ましくない。したがって、好気性処理や嫌気性処理によ
り、微生物で分解してから廃棄するのが好ましい。
Further, it is not preferable from the viewpoint of environmental sanitation that the waste discharged from the sewage pretreatment apparatus be discharged to the sewage as it is. Therefore, it is preferable to decompose with a microorganism by aerobic treatment or anaerobic treatment and then discard.

【0050】[0050]

【実施例】鯉を飼っている池の池水を浄化するために本
発明の養魚用汚水ろ過および浄化装置(実施例1〜5)
と、従来の養魚用汚水浄化装置(従来例2)とを使用
し、1分当たり50リットルの汚水を処理した後、処理
水を元の池に戻す汚水処理試験を100日間行った結果
および本発明による処理水(実施例5)および従来の処
理水(従来例1)に残留するアンモニア、亜硝酸、硝酸
塩、CODを以下に述べる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Filtration and purification equipment for fish farming sewage of the present invention for purifying pond water of a pond holding a carp (Examples 1 to 5)
And a conventional fish farming sewage purification device (conventional example 2), after processing 50 liters of sewage per minute and then conducting a sewage treatment test in which the treated water was returned to the original pond for 100 days. Ammonia, nitrous acid, nitrate and COD remaining in the treated water according to the invention (Example 5) and the conventional treated water (Conventional Example 1) will be described below.

【0051】なお、以下のいずれの試験でも池水の透明
度は同様に良好であり、飼っている鯉の生態も同様に異
常は見られなかった。
In any of the following tests, the pond water was similarly excellent in transparency, and no abnormalities were observed in the ecology of the carp.

【0052】[実施例1]図1の養魚用汚水ろ過装置
(外径:500mm、長さ:1m)と、図7の汚水本処
理装置とからなる養魚用汚水浄化装置を使用した。その
結果、試験中の汚水本処理装置の清掃頻度(1回の清掃
で汚水処理が連続して可能な日数)および1回の清掃に
おける平均所要時間は、それぞれ約30日、約30分で
あった(この結果は実施例2〜4でも同様であった)。
[Example 1] A sewage purification apparatus for fish cultivation, comprising the sewage filtration apparatus for fish cultivation of FIG. 1 (outer diameter: 500 mm, length: 1 m) and the main sewage treatment apparatus of FIG. 7, was used. As a result, the cleaning frequency of the main sewage treatment apparatus during the test (the number of days that sewage treatment can be continuously performed with one cleaning) and the average time required for one cleaning are about 30 days and about 30 minutes, respectively. (This result was the same in Examples 2 to 4).

【0053】この試験において、図1の養魚用汚水ろ過
装置のスクレーパによるろ過材の清掃を平均で約1回/
日、約10分/回の割合で行った。
In this test, cleaning of the filter medium by the scraper of the fish sewage filtration apparatus shown in FIG.
The test was performed at a rate of about 10 minutes / time a day.

【0054】[実施例2]図1の代わりに図2の養魚用
汚水ろ過装置(外径:500mm、長さ:1m)を使っ
た以外は、実施例1と同様に行った。
Example 2 The same operation as in Example 1 was performed except that the wastewater filtration device for fish farming (outer diameter: 500 mm, length: 1 m) shown in FIG. 2 was used instead of FIG.

【0055】この試験において、図2の養魚用汚水ろ過
装置の内ブラシによるろ過材の清掃を実施例1のスクレ
ーパと同様の頻度および時間で行った。また、同じく外
ブラシによるろ過材の清掃を平均で約1回/2日、約1
0分/回の割合で行った。
In this test, the filter medium was cleaned by the inner brush of the fish sewage filtration apparatus of FIG. 2 at the same frequency and time as the scraper of Example 1. In addition, cleaning of the filter media with the outer brush is also performed about once every two days on average for about 1 day.
The test was performed at a rate of 0 minutes / time.

【0056】[実施例3]図3の養魚用汚水ろ過装置
(外径:500mm、長さ:1m)と、図8の装置を2
槽直列に並べた汚水本処理装置とを使った以外は、実施
例1と同様に行った。
[Example 3] The filtration device for sewage for fish farming (outer diameter: 500 mm, length: 1 m) shown in FIG. 3 and the device shown in FIG.
The procedure was performed in the same manner as in Example 1 except that the main sewage treatment apparatus arranged in a tank series was used.

【0057】この試験後、図3の養魚用汚水ろ過装置の
ろ過材にはかすが若干付着していたが少量の洗浄水で簡
単に除去できた。
After this test, some scum was adhered to the filter medium of the apparatus for filtering sewage for fish culture in FIG. 3, but it could be easily removed with a small amount of washing water.

【0058】[実施例4]図3の代わりに図4の養魚用
汚水ろ過装置(パイプ内径:100mm)を使った以外
は、実施例3と同様に行った。
Example 4 The same operation as in Example 3 was carried out except that the wastewater filtration device for fish culture (inner diameter of the pipe: 100 mm) of FIG. 4 was used instead of FIG.

【0059】この試験において、図4の養魚用汚水ろ過
装置のろ過材の清掃(逆転)を平均で約1回/日、約1
0分/回の割合で行った。また、この試験後、このろ過
材にはかすが若干付着していたが少量の洗浄水で簡単に
除去できた。
In this test, the cleaning (reversing) of the filter medium of the fish culture sewage filtration apparatus shown in FIG.
The test was performed at a rate of 0 minutes / time. After this test, some scum adhered to the filter medium, but could be easily removed with a small amount of washing water.

【0060】[実施例5]水容量1.5tの養魚池に対
し大きさ30cmのコイを30匹入れて、図9に示すシ
ステムを使用して浄水を行った。餌を400cc/日与
えたが、処理後に養魚池に戻される水は、アンモニア0
mg/l、亜硝酸0.25mg/l、硝酸塩25mg/
l、COD5mg/lであった。
Example 5 Thirty carp fish having a size of 30 cm were placed in a fish pond with a water capacity of 1.5 t, and water purification was performed using the system shown in FIG. The feed was given at 400 cc / day, but the water returned to the fishpond after treatment was ammonia 0
mg / l, nitrite 0.25 mg / l, nitrate 25 mg /
1, COD 5 mg / l.

【0061】[従来例1]実施例5と比較するために従
来のろ過式浄水装置でエサを200cc/日与えたが、
養魚池へ戻される処理水は、アンモニア1.5mg/
l、亜硝酸0.5mg/l、硝酸塩50mg/l、CO
D20mg/lであった。
[Conventional Example 1] For comparison with Example 5, a conventional filtration type water purifier was fed with 200 cc / day of food.
The treated water returned to the fishpond is 1.5 mg ammonia /
l, nitrite 0.5mg / l, nitrate 50mg / l, CO
D was 20 mg / l.

【0062】[従来例2]図3の養魚用汚水ろ過装置を
使わなかった以外は、実施例3と同様に行った。その結
果、試験中の汚水処理装置の清掃頻度(1回の清掃で汚
水処理が連続して可能な日数)および1回の清掃におけ
る平均所要時間は、平均でそれぞれ約14日、約120
分であった。
[Conventional Example 2] The same procedure as in Example 3 was carried out except that the wastewater filtration device for fish farming of FIG. 3 was not used. As a result, the cleaning frequency of the sewage treatment apparatus during the test (the number of days that sewage treatment can be continuously performed in one cleaning) and the average time required for one cleaning are about 14 days and about 120 days, respectively, on average.
Minutes.

【0063】[0063]

【発明の効果】本発明の養魚用汚水ろ過装置は、簡単な
構造で、かすが付着したろ過材を装着したまま短時間で
簡便に清掃できる。また本発明の養魚用汚水浄化装置
は、本発明の養魚用汚水ろ過装置を予備処理装置として
使うので、汚水本処理装置にかかる負荷を大幅に軽減し
汚水本処理装置の清掃頻度を極めて少なくすることがで
きる。
The sewage filtration apparatus for fish farming of the present invention has a simple structure, and can be easily cleaned in a short time with the filter material to which the residue is attached. In addition, the sewage purification apparatus for fish farming of the present invention uses the sewage filtration apparatus for fish farming of the present invention as a pretreatment apparatus, so that the load on the sewage treatment apparatus is greatly reduced and the frequency of cleaning the sewage treatment apparatus is extremely reduced. be able to.

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

【図1】第1の汚水ろ過装置の第1実施例を示す縦断面
模式図である。
FIG. 1 is a schematic longitudinal sectional view showing a first embodiment of a first sewage filtration apparatus.

【図2】第1の汚水ろ過装置の第2実施例を示す縦断面
模式図である。
FIG. 2 is a schematic longitudinal sectional view showing a second embodiment of the first sewage filtration apparatus.

【図3】第1の汚水ろ過装置の第3実施例を示す縦断面
模式図である。
FIG. 3 is a schematic longitudinal sectional view showing a third embodiment of the first sewage filtration apparatus.

【図4】第2の汚水ろ過装置の一実施例を示す縦断面模
式図である。
FIG. 4 is a schematic longitudinal sectional view showing one embodiment of a second sewage filtration apparatus.

【図5】第3の汚水ろ過装置の一実施例を示す縦断面模
式図である。
FIG. 5 is a schematic longitudinal sectional view showing an embodiment of a third sewage filtration device.

【図6】図4の汚水ろ過装置を構成するカップリング材
の概略縦断面図である。
FIG. 6 is a schematic longitudinal sectional view of a coupling material constituting the sewage filtration apparatus of FIG. 4;

【図7】図4の汚水ろ過装置を汚水処理系に取り付け
て、汚水処理およびろ過材清掃を行う際の汚水の流れを
示す図である。
FIG. 7 is a diagram showing a flow of sewage when the sewage filtration device of FIG. 4 is attached to a sewage treatment system to perform sewage treatment and filter material cleaning.

【図8】第一の汚水ろ過装置の第4実施例を示す縦断面
横式図である。
FIG. 8 is a vertical cross-sectional view showing a fourth embodiment of the first sewage filtration apparatus.

【図9】本発明の養魚用汚水浄化装置における好ましい
汚水本処理装置の一実施例を示す縦断面模式図である。
FIG. 9 is a schematic longitudinal sectional view showing one embodiment of a preferred sewage treatment apparatus in the sewage purification apparatus for fish culture of the present invention.

【図10】本発明の養魚用汚水浄化装置における好まし
い汚水本処理装置の一実施例を示す縦断面模式図であ
る。
FIG. 10 is a schematic longitudinal sectional view showing one embodiment of a preferred sewage treatment apparatus in the sewage purification apparatus for fish culture of the present invention.

【図11】従来用いられている養魚用汚水浄化装置の縦
断面模式図である。
FIG. 11 is a schematic longitudinal cross-sectional view of a conventionally used sewage purification device for fish farming.

【図12】従来一般の汚水に用いられている汚水浄化装
置の縦断面模式図である。
FIG. 12 is a schematic vertical sectional view of a conventional sewage purification apparatus used for sewage.

【符号の説明】[Explanation of symbols]

11、12、21、22 支持輪 13、23、31、44 ろ過材 14 スクレーパ 15、26、34、50 汚水ろ過装置 24、25 ブラシ 32、33、73 ろ材 35、36、74 ろ床 41 カップリング材 42、43 ソケット 45、48 パイプ 46、55 隙間 47、49 スペーサー 51、52、53、54 バルブ 61 成分調整槽 62 珊瑚 63 水藻 71、82 汚水供給管 72 槽容器 75、87 汚水流出管 76 かす引き抜き口 77、83 空気口(散気管) 81、85 生物処理槽 84、88 汚泥排出管 73、86 ろ材 11, 12, 21, 22 Supporting wheels 13, 23, 31, 44 Filtration material 14 Scraper 15, 26, 34, 50 Sewage filtration device 24, 25 Brush 32, 33, 73 Filter material 35, 36, 74 Filter floor 41 Coupling Materials 42, 43 Sockets 45, 48 Pipes 46, 55 Gaps 47, 49 Spacers 51, 52, 53, 54 Valves 61 Component adjusting tank 62 Coral 63 Aquatic algae 71, 82 Sewage supply pipe 72 Tank vessel 75, 87 Sewage discharge pipe 76 Extraction port 77, 83 Air port (aeration pipe) 81, 85 Biological treatment tank 84, 88 Sludge discharge pipe 73, 86 Filter media

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI C02F 1/68 540 C02F 1/68 540Z 3/06 ZAB 3/06 ZAB ────────────────────────────────────────────────── ─── Continued on front page (51) Int.Cl. 6 Identification code FI C02F 1/68 540 C02F 1/68 540Z 3/06 ZAB 3/06 ZAB

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 汚水を内面から外面に通過させる薄厚の
ろ過材と、該ろ過材の表面を自動的かつ相対的に擦るか
す除去手段とを備え、該ろ過材に付着したかすを該かす
除去手段で除去することにより、該ろ過材を清掃するよ
うになっていることを特徴とする養魚用汚水ろ過装置。
1. A filter medium comprising: a thin filter medium for allowing sewage to pass from an inner surface to an outer surface; and a means for automatically and relatively rubbing the surface of the filter medium, and removing the residue adhering to the filter medium. A filthy water filtration device for fish farming, wherein the filtration material is cleaned by removing the filtration material by means.
【請求項2】 (1)内面および外面を有する中空のろ
過材と、(2)該ろ過材の内部に挿通され、該ろ過材の
軸と同芯となるように固定され、螺旋状の羽根を有する
スクレーパからなるかす除去手段とを備え、該ろ過材の
清掃は、該スクレーパとろ過材とを相対的に移動させ、
該ろ過材の内面に付着したかすを該スクレーパで擦り取
り、沈降させることによって行う請求項1に記載の養魚
用汚水ろ過装置。
And (2) a hollow filter member having an inner surface and an outer surface, and (2) a spiral blade inserted through the filter member and fixed so as to be concentric with the axis of the filter member. And a scrap removing means comprising a scraper having, wherein the cleaning of the filter medium relatively moves the scraper and the filter medium,
The sewage filtration device for fish farming according to claim 1, wherein the scum adhering to the inner surface of the filter material is scraped off by the scraper and settled.
【請求項3】 (1)内面および外面を有する中空の薄
厚のろ過材と、(2)外ブラシおよび内ブラシからなる
かす除去手段とを備え、該ろ過材の清掃は、外ブラシお
よび内ブラシをろ過材に対し相対的に移動させ、該ろ過
材の内面に付着したかすを該内ブラシにより、該ろ過材
の外面に突出したかすを該外ブラシにより擦り取り、沈
降させることによって行う請求項1に記載の養魚用汚水
ろ過装置。
3. A filter comprising: (1) a hollow, thin filter having an inner surface and an outer surface; and (2) debris removing means comprising an outer brush and an inner brush, and the filter is cleaned with the outer brush and the inner brush. Is moved relative to the filter medium, and the residue adhering to the inner surface of the filter medium is rubbed off by the inner brush with the outer brush, and the settled particles are settled by the inner brush. 2. The sewage filtration device for fish farming according to 1.
【請求項4】 ろ過材が円筒状または角筒状であり、ろ
過材とかす除去手段が、回転方法または軸方向に相対的
に移動する請求項1〜3のいずれかに記載の養魚用汚水
ろ過装置。
4. The fish culture sewage filtration according to any one of claims 1 to 3, wherein the filtration material is cylindrical or rectangular tube-shaped, and the filtration material and debris removing means move relatively in a rotating manner or in an axial direction. apparatus.
【請求項5】 (1)ろ過材と、(2)該ろ過材の上部
に填められた汚水より比重の大きいろ材と、(3)該ろ
過材の下部に填められた汚水より比重の小さいろ材とを
備え、該ろ過材の清掃は、汚水処理時と同様に上向き垂
直方向に流れる汚水により該比重の大きいろ材と該比重
の小さいろ材とを揺動させ、該ろ過材を自動的に叩いて
該ろ過材に付着したかすを除去することにより、該ろ過
材を清掃するようになっていることを特徴とする養魚用
汚水ろ過装置。
5. A filter medium having: (1) a filter medium; (2) a filter medium having a higher specific gravity than sewage loaded at an upper part of the filter medium; and (3) a filter medium having a specific gravity lower than sewage loaded at a lower part of the filter medium. The cleaning of the filter medium is performed by oscillating the filter medium having a large specific gravity and the filter medium having a small specific gravity by sewage flowing vertically upward as in the case of sewage treatment, and automatically tapping the filter medium. A filter device for sewage for fish farming, wherein the filter material is cleaned by removing residue adhering to the filter material.
【請求項6】 かすを付着させ収容することが可能な袋
状のろ過材と、該ろ過材を通して流れる汚水の流れ方向
を逆転させる手段とを備え、該汚水の流れ方向を逆転さ
せて該袋状のろ過材を逆転させることにより、該袋状の
ろ過材内に詰まったかすを放出して清掃するようになっ
ていることを特徴とする養魚用汚水ろ過装置。
6. A bag-like filter medium capable of adhering and storing dregs, and means for reversing the flow direction of sewage flowing through the filter medium, the bag being formed by reversing the flow direction of the sewage water. A filter for sewage for fish farming, characterized in that the filter material in the shape of a bag is reversed to release and remove the clogs in the filter material in the form of a bag.
【請求項7】 汚水予備処理装置と汚水本処理装置とか
らなり、該汚水予備処理装置は、請求項1〜6のいずれ
かに記載の養魚用汚水ろ過装置であることを特徴とする
養魚用汚水浄化装置。
7. A sewage pretreatment device and a main sewage treatment device, wherein the sewage pretreatment device is the sewage filtration device for fish farming according to any one of claims 1 to 6, wherein Sewage purification equipment.
【請求項8】 汚水本処理装置は、ろ材と散気装置を有
し、沈澱物を除去可能な1槽以上の好気性生物処理槽を
有する請求項7に記載の養魚用汚水浄化装置。
8. The sewage purification apparatus for fish culture according to claim 7, wherein the main sewage treatment apparatus has a filter medium and an aeration device, and has one or more aerobic biological treatment tanks capable of removing precipitates.
【請求項9】 汚水本処理装置は、ミネラルを補給し硝
酸イオンを低減させるための成分調整槽を含む請求項7
に記載の養魚用汚水浄化装置。
9. The sewage treatment apparatus according to claim 7, further comprising a component adjusting tank for replenishing minerals and reducing nitrate ions.
A sewage purification device for fish farming according to claim 1.
【請求項10】 養魚用汚水ろ過装置から排出されたか
すを好気性処理および/または嫌気性処理を行う請求項
7に記載の養魚用汚水浄化装置。
10. The fish culture sewage purification apparatus according to claim 7, wherein a slag discharged from the fish culture sewage filtration apparatus is subjected to an aerobic treatment and / or an anaerobic treatment.
JP8317477A 1996-11-28 1996-11-28 Sewage filtration and purification equipment for fish farming Expired - Fee Related JP3045478B2 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP8317477A JP3045478B2 (en) 1996-11-28 1996-11-28 Sewage filtration and purification equipment for fish farming
US08/979,534 US6123841A (en) 1996-11-28 1997-11-26 Waste-water filtration and purification device for fish cultivation
EP19970120857 EP0845286A3 (en) 1996-11-28 1997-11-27 Waste-water filtration and purification device for fish cultivation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8317477A JP3045478B2 (en) 1996-11-28 1996-11-28 Sewage filtration and purification equipment for fish farming

Publications (2)

Publication Number Publication Date
JPH10156112A true JPH10156112A (en) 1998-06-16
JP3045478B2 JP3045478B2 (en) 2000-05-29

Family

ID=18088673

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8317477A Expired - Fee Related JP3045478B2 (en) 1996-11-28 1996-11-28 Sewage filtration and purification equipment for fish farming

Country Status (1)

Country Link
JP (1) JP3045478B2 (en)

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