JPH0422497A - Immersion filter bed apparatus - Google Patents

Immersion filter bed apparatus

Info

Publication number
JPH0422497A
JPH0422497A JP2127637A JP12763790A JPH0422497A JP H0422497 A JPH0422497 A JP H0422497A JP 2127637 A JP2127637 A JP 2127637A JP 12763790 A JP12763790 A JP 12763790A JP H0422497 A JPH0422497 A JP H0422497A
Authority
JP
Japan
Prior art keywords
filter bed
water
treated
filter
bed main
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
JP2127637A
Other languages
Japanese (ja)
Other versions
JPH0661547B2 (en
Inventor
Misao Hatanaka
操 畑中
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2127637A priority Critical patent/JPH0661547B2/en
Publication of JPH0422497A publication Critical patent/JPH0422497A/en
Publication of JPH0661547B2 publication Critical patent/JPH0661547B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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

  • Biological Treatment Of Waste Water (AREA)

Abstract

PURPOSE:To continuously perform contact oxidizing treatment by a method wherein an immersion filter bed main body is immersed in a basin of water to be treated so that the axial direction thereof becomes almost horizontal. and the water to be treated such as sewage in the basin is sent into the filter bed main body along with air by a pump. CONSTITUTION:The filter bed main bodies 1 connected along the longitudinal direction of a basin 14 of water to be treated such as a sewage basin are immersed in the basin 14 so that the axial direction thereof becomes horizontal and, when a circulation pump 9 is operated, the water to be treated such as sewage sucked from the suction port of the pump 9 is injected in the long continuous filter bed main bodies l, and the open air is sucked from an ejector part 12 to sent air into the long continuous filter bed main bodies 1, wherein stripe like filter materials are provided under tension to subject the water to be treated to sufficient contact oxidation, and the treated water is discharged into the basin 14 from the leading end opening parts of the filter bed main bodies 1, and passed through the outside of the group of the filter bed main bodies 1 to be again sucked from the suction port of the pump 9 and circulated to continuously perform contact oxidation treatment. Only one filter bed main body 1 is used or a plurality of the filter bed main bodies are connected corresponding to the shape of a sewage sump, a sewage tank, a basin or a culvert.

Description

【発明の詳細な説明】 〔発明の目的〕 (産業上の利用分野) 本発明は、接触酸化式水処理に用いる浸漬ろ床装置に関
する。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Industrial Application Field) The present invention relates to a submerged filter bed apparatus used in catalytic oxidation water treatment.

(従来の技術) 従来の浸漬ろ床装置を用いた接触酸化式の水処理方法の
殆んどは、水深を利用して行なう竪循環方式であり、水
深を確保するための構造物の構築が特に必要であり、こ
の構造物の建設費が全体の50%以上を占めることが通
例であり、経済的に大きな負担となっている。
(Prior art) Most of the conventional catalytic oxidation water treatment methods using immersion filter devices are vertical circulation methods that utilize water depth, and require construction of structures to ensure water depth. This is especially necessary, and the construction cost of this structure usually accounts for more than 50% of the total cost, posing a heavy economic burden.

さらに、低水深の接触酸化式水処理は殆んど行なわれて
おらず、水深が浅い1m以下の場合1こは、水深を確保
した別の装置に汚水を導入して処理を行なうか、または
簡単なろ過等による不満足な方法が採られていた。
Furthermore, catalytic oxidation water treatment at low water depths is rarely carried out; in cases where the water depth is shallow (less than 1 m), sewage must be treated by introducing it into a separate device with sufficient water depth, or Unsatisfactory methods such as simple filtration were used.

(発明が解決しようとする課題) 上述のように従来の接触酸化法による水処理装置は建設
費が嵩み、また、水深が浅い汚水池等では、接触酸化法
は殆んど行なわれていなかった。
(Problems to be Solved by the Invention) As mentioned above, the construction cost of conventional water treatment equipment using the catalytic oxidation method is high, and the catalytic oxidation method is almost never used in wastewater ponds with shallow water depths. Ta.

本発明は、上記問題点に鑑みなされたもので、建設費が
安価で汚水溜に少なくとも一端を浸漬するだけで簡易に
接触酸化処理が可能な浸漬ろ床装置を提供するものであ
る。
The present invention has been made in view of the above-mentioned problems, and it is an object of the present invention to provide a submerged filter bed device that is inexpensive to construct and can be easily subjected to catalytic oxidation treatment by simply immersing at least one end in a sewage basin.

〔発明の構成〕[Structure of the invention]

(課題を解決するための手段) 本発明の請求項1に記載の発明の浸漬ろ床装置は、管体
とこの管体中に軸方向に通水可能に張設された紐状ろ材
とよりなり被処理水洩に軸方向に略水平状にして浸漬さ
れる浸漬ろ床本体と、このろ床本体の一端に連結され前
記被処理水池中の被処理水を空気とともに前記ろ床本体
に送り込みこの被処理水をこのろ床本体と被処理水洩と
て強制循環させる循環ポンプとよりなるものである。
(Means for Solving the Problems) The immersion filter device of the invention according to claim 1 of the present invention comprises a pipe body and a string-like filter medium stretched in the pipe body so that water can pass in the axial direction. A submerged filter body is immersed in the water leakage to be treated in a substantially horizontal manner in the axial direction, and the filter body is connected to one end of the filter body and the water to be treated in the water pond to be treated is sent to the filter body together with air. It consists of the filter bed body and a circulation pump that forcibly circulates the water to be treated by leaking the water to be treated.

請求項2に記載の発明の浸漬ろ床装置は、管体とこの管
体中に軸方向に通水可能に張設された紐状ろ材とよりな
り被処理水洩の近傍の地中に軸方向を略水平状にして埋
設され両端を前記被処理水洩に開口した浸漬ろ床本体と
、このろ床本体の一端に連結され前記被処理水池中の被
処理水を空気とともに前記ろ床本体に送り込み被処理水
をこのろ床本体と被処理水洩とで強制循環させる循環ポ
ンプとよりなるものである。
The immersion filter device of the invention according to claim 2 is composed of a pipe body and a string-like filter material stretched in the pipe body so that water can pass in the axial direction. a submerged filter body that is buried in a substantially horizontal direction and has both ends open to the leakage of the water to be treated; and a body that is connected to one end of the filter body and allows the water to be treated in the water pond to be treated to flow together with air. It consists of a circulation pump that forcibly circulates the water to be fed into the filter bed and the water to be treated.

請求項3に記載の発明の浸漬ろ床装置は、請求項1また
は2の何れかに記載の浸漬ろ床装置において、ろ床本体
が軸方向に複数本気密に連結されているものである。
The submerged filter bed device of the invention according to claim 3 is the submerged filter bed device according to any one of claims 1 or 2, in which a plurality of filter bed bodies are airtightly connected in the axial direction.

請求項4に記載の発明の浸漬ろ床装置は、請求項3に記
載の浸漬ろ床装置において、複数のろ床本体が可撓性連
結具で気密に連結されているものである。
The submerged filter bed device according to the invention according to claim 4 is the submerged filter bed device according to claim 3, in which a plurality of filter bed bodies are airtightly connected by a flexible connector.

請求項5に記載の発明の浸漬ろ床装置は、請求項1ない
し3の何れかに記載の浸漬ろ床装置において、管体が可
撓性であるものである。
The submerged filter bed device according to the invention according to claim 5 is the submerged filter bed device according to any one of claims 1 to 3, wherein the tubular body is flexible.

(作用) 請求項1に記載の発明の浸漬ろ床装置は、浸漬ろ床本体
を被処理水池中に軸方向を略水平状にして浸漬し、ポン
プで被処理水洩の汚水などの被処理水をろ床本体中に空
気とともに送り込むことにより、ろ床本体中に張設され
た紐状ろ材で被処理水が接触酸化され、ろ床本体より排
出されて被処理水池中を流通し再びポンプによりろ床本
体に吸込まれて循環し連続的に接触酸化処理が行なわれ
る。そしてろ床本体は被処理水池中に軸方向を略水平状
に横たえて浸漬されるから水深の浅い被処理水洩にも浸
漬させることができる。
(Function) The submerged filter device of the invention as set forth in claim 1 is provided by immersing the submerged filter main body in a water pond to be treated with its axial direction substantially horizontal, and using a pump to remove sewage from leaking water to be treated, etc. By sending water together with air into the filter bed body, the water to be treated is catalytically oxidized by the string-like filter media stretched inside the filter bed body, and is discharged from the filter bed body and circulated through the water pond to be pumped again. It is sucked into the filter bed body and circulated, and catalytic oxidation treatment is performed continuously. Since the filter bed main body is immersed in the water pond with its axial direction lying substantially horizontally, it can be immersed even in shallow water leaks.

請求項2に記載の発明の浸漬ろ床装置は、地中に埋設さ
れ両端を被処理水洩に開口したろ床本体中に一端よりポ
ンプで汚水を空気とともに送り込むことにより、ろ床本
体中でろ材により接触酸化された処理水が被処理水池中
に放出され、被処理水池中を流通して被処理水洩の汚水
とともに再びろ床本体に吸込まれて被処理水洩とる床本
体を循環して接触酸化処理が行われる。そして、ろ床本
体は地中に軸方向を略水平状にして横たえて埋設される
ため、地中に浅く埋設できるから工事費を安価にするこ
とができる。またろ床本体は地中に埋設されているため
目障りになることもない。
The submerged filter bed device of the invention according to claim 2 is characterized in that waste water is pumped from one end into the filter bed main body which is buried underground and has both ends opened to leak water to be treated, and thereby the immersion filter bed device is provided with a submerged filter bed device. The treated water that has been catalytically oxidized by the filter media is discharged into the treated water pond, circulates through the treated water pond, is sucked into the filter bed body again together with the wastewater from the treated water leakage, and is circulated through the bed body from which the treated water leaks. A catalytic oxidation treatment is performed. Since the filter bed main body is laid down in the ground with its axial direction substantially horizontal, it can be buried shallowly in the ground, making it possible to reduce construction costs. Furthermore, since the filter bed body is buried underground, it does not become an eyesore.

また、請求項3に記載の発明の浸漬ろ床装置は、ろ床本
体を複数本連結することにより被処理水洩に適合した長
さに調整することができる。
Further, in the submerged filter bed device according to the third aspect of the invention, the length can be adjusted to suit the leakage of water to be treated by connecting a plurality of filter bed bodies.

請求項4に記載の発明の浸漬ろ床装置は、複数のろ床本
体の連結部を可撓性連結部材で連結することにより連結
部より任意に屈曲させ被処理水洩や地中の形状に合致さ
せることができる。
The submerged filter bed device according to the invention described in claim 4 connects the connecting portions of the plurality of filter bed bodies with a flexible connecting member, so that the connecting portions can be bent arbitrarily to prevent leakage of water to be treated or the shape of underground water. Can be matched.

請求項5に記載の発明の浸漬ろ床装置は、管体が可撓性
のため複雑に屈曲した形状の被処理水洩や地中の形状に
も順応させることができる。
The submerged filter device according to the fifth aspect of the present invention has a flexible pipe body, so that it can be adapted to a complicatedly curved shape of a water leak to be treated or the shape of an underground structure.

(実施例) 本発明の一実施例の構成を第1図ないし第4図について
説明する。
(Embodiment) The configuration of an embodiment of the present invention will be described with reference to FIGS. 1 to 4.

第3図および第4図において、1はる床本体で、両端を
開口した管体2と、この管体2内の軸方向に張設された
多数の紐状ろ材3と、前記管体2の両端開口部に設けら
れ前記紐状ろ材3の両端を支持する支持枠4とより構成
されている。
In FIG. 3 and FIG. 4, one Harutoko main body includes a tube body 2 with both ends open, a large number of string-like filter media 3 stretched in the axial direction within this tube body 2, and the tube body 2. The support frame 4 is provided at both end openings and supports both ends of the string-like filter medium 3.

そして前記管体2は硬質合成樹脂管、ポリエチレンフィ
ルムのような柔軟弾性可撓性フィルム管、鋼管、ヒユー
ム管、ゴム管等にて形成され、この管体2の両端開口部
には格子状の通水性を有する前記支持枠4,4が着脱自
在に嵌着され、この両支持枠4,4間は中心を間隔保持
管5で保持され、この保持管5中に挿通されたねじ杆6
の両端が支持枠4,4の中心より外方に突出され、ナツ
ト7.7で締着されて、保持管50両端面に支持枠4,
4を固着している。
The tube body 2 is formed of a hard synthetic resin tube, a flexible film tube such as a polyethylene film, a steel tube, a humid tube, a rubber tube, etc., and the openings at both ends of the tube body 2 have a lattice-like shape. The water-permeable support frames 4, 4 are removably fitted, and the space between the two support frames 4, 4 is held by a spacing tube 5, and a threaded rod 6 inserted into the tube 5.
Both ends of the support frames 4, 4 are projected outward from the center of the support frames 4, 4, and are tightened with nuts 7.7, so that the support frames 4,
4 is fixed.

さらに、相対する前記支持枠4,4間には周囲に多数の
リング状毛羽またはひれ状、針状突起を有する多数本の
紐状ろ材3が張設され、この各ろ材3の両端は支持枠4
,4に略等間隔で配置された係合孔8,8に係合保持さ
れている。この紐状ろ材3は棒状、鎖状とすることもで
きる。そしてこのろ床本体1は第1図、第2図に示すよ
うに、必要に応じて複数本連結して長尺体とする。
Furthermore, a large number of string-like filter media 3 having a large number of ring-shaped fuzz, fin-like, or needle-like protrusions are stretched around the support frames 4, 4 facing each other, and both ends of each filter media 3 are connected to the support frame. 4
, 4 are engaged with and held in engagement holes 8, 8 arranged at approximately equal intervals. The string-like filter medium 3 can also be shaped like a rod or a chain. As shown in FIGS. 1 and 2, a plurality of filter bed main bodies 1 are connected to each other as necessary to form a long body.

第1図および第2図において、9は循環ポンプで、水中
に吸入口IOを有する水中ポンプ11とこのポンプ11
に一端を連結されたエジェクタ部12とよりなり、この
エジェクタ部12から大気中に吸気管13が突出されて
いる。そして、エジェクタ部12の他端が前記ろ床本体
1−の一端に連結されている。
In FIGS. 1 and 2, reference numeral 9 denotes a circulation pump, which includes a submersible pump 11 having an inlet IO in the water, and this pump 11.
The ejector section 12 has one end connected to the ejector section 12, and an intake pipe 13 protrudes into the atmosphere from the ejector section 12. The other end of the ejector section 12 is connected to one end of the filter bed main body 1-.

なお前記ろ床本体lの管体2が塩化ビニル管にて形成さ
れている場合には、第5図に示すように、連結具16と
しての塩化ビニル管よりなるソケットの両端より隣接ろ
床本体1.】の管体2,2の端部を中央の環状ストッパ
部17まで挿し込み、管体2の外周と連結具16の内周
とを接着剤で接着固定させる。
In addition, when the pipe body 2 of the filter bed main body 1 is formed of a vinyl chloride pipe, as shown in FIG. 1. ] The ends of the tubes 2, 2 are inserted up to the annular stopper portion 17 in the center, and the outer periphery of the tube 2 and the inner periphery of the connector 16 are bonded and fixed with adhesive.

また、管体2が鋼管で形成されている場合には、第6図
に示すように、連結具16としての鋼管よりなるソケッ
トの両端部内周のねじ部18. 18にそれぞれ隣接管
体2,2の端部外周のねじ部19゜19を螺合させるこ
とにより接続する。
In addition, when the tubular body 2 is made of a steel pipe, as shown in FIG. 6, threaded portions 18. 18 by threading threaded portions 19° 19 on the outer peripheries of the ends of the adjacent tube bodies 2, 2, respectively.

さらに、管体2がヒユーム管等で形成されている場合に
は、第7図に示すように、可撓性連結具16としてのゴ
ム管よりなるソケットの両端を隣接する管体2,2の外
周に中央の環状ストッパ20位置まで弾性的に嵌着し弾
性連結具1Gの外周からスチールバンド21.2+を締
着して連結具16を管体2.2の外周に圧着する。
Furthermore, when the tube body 2 is formed of a humid tube or the like, as shown in FIG. A steel band 21.2+ is elastically fitted to the outer periphery up to the position of the central annular stopper 20, and a steel band 21.2+ is fastened from the outer periphery of the elastic connector 1G to press the connector 16 to the outer periphery of the tubular body 2.2.

また、管体2がゴム等の可撓管にて形成されている場合
には、第8図に示すように、管体2の端部を支持枠4よ
り外方に延長させて延長部22を形成し、隣接する管体
2,2の延長部22.22を連結具16としての硬質ソ
ケットの外周に弾性的に嵌着し、連結具j6の外周の環
状凹所23.23位置で管体2,2の外周よりワイヤバ
ンド24.24テ締IFする。
In addition, when the tubular body 2 is formed of a flexible tube such as rubber, as shown in FIG. , the extensions 22.22 of the adjacent tubes 2, 2 are elastically fitted onto the outer periphery of the rigid socket as the connector 16, and the tubes are inserted into the annular recess 23.23 at the outer periphery of the connector j6. Tighten the wire bands 24 and 24 from the outer periphery of the bodies 2, 2.

また必要に応じて浮上防止手段としては適当間隔に重錘
を設ける。
Further, if necessary, weights are provided at appropriate intervals as floating prevention means.

次この実施例の作用を説明する。Next, the operation of this embodiment will be explained.

汚水池などの被処理水油14の長さ方向に沿って連結し
たろ床本体1を軸方向を水平状として浸漬し、循環ポン
プ9を運転すると、ポンプ9の吸入口10より吸入され
た汚水などの被処理水は長尺の連続ろ床本体1に向って
噴出されるとともにエジェクタ部12より大気を吸入し
て空気を送り込み紐状ろ材3を張設した長尺の連続ろ床
本体1内で充分に接触酸化され、ろ床本体1の先端開口
部より処理水として被処理水油14中に放出される。そ
して、ろ床本体1群の外側を通って再びポンプ9の吸入
口10に吸入され循環して連続的に接触酸化処理が行な
われる。
When the filter bed main body 1 connected along the length direction of the water oil 14 to be treated such as a sewage pond is immersed with the axial direction horizontal and the circulation pump 9 is operated, the sewage sucked from the suction port 10 of the pump 9 is immersed. The water to be treated is ejected toward the long continuous filter bed main body 1, and the air is sucked in from the ejector part 12, and the air is sent into the long continuous filter bed main body 1 on which the string-like filter media 3 is stretched. The filter bed body 1 is sufficiently catalytically oxidized and discharged as treated water into the treated water/oil 14 from the opening at the tip of the filter bed main body 1. Then, it passes through the outside of the first group of filter bed bodies and is again sucked into the suction port 10 of the pump 9, where it is circulated and subjected to continuous catalytic oxidation treatment.

なお、前記実施例では、被処理水油は、浅い長尺の汚水
池で多数の連続ろ床本体1を略水平状に配置して施工す
る例について説明したが、汚水溜、汚水槽、池、側溝等
の形状に応じてろ床本体1は1個のみで、または複数個
連結する。
In the above embodiment, the water and oil to be treated are constructed by constructing a large number of continuous filter bodies 1 in a substantially horizontal manner in a shallow and long sewage pond. Depending on the shape of the gutter, etc., only one filter bed body 1 or a plurality of filter bed bodies 1 may be connected.

また、管体2をポリエチレン等の柔軟弾性フィルムを使
用すれば、運搬、収納等に小型に折畳むこともできる。
Furthermore, if the tubular body 2 is made of a flexible elastic film such as polyethylene, it can be folded into a compact size for transportation, storage, etc.

次に他の施工例を第9図について説明する。Next, another construction example will be explained with reference to FIG.

ろ床本体1は、被処理水泡14の一側近傍に沿って地中
に軸方向を略水平方向として横たえて埋設する。このろ
床本体1の両端を被処理水洩14中に開口し、ろ床本体
1の一端には、エジェクタ部12を有する循環ポンプ9
が連結する。このエジェクタ部12より吸気管13が大
気中に突設されてしXる。
The filter bed main body 1 is laid down and buried in the ground along one side of the blisters 14 to be treated with the axial direction being substantially horizontal. Both ends of the filter bed main body 1 are opened into the water leak 14 to be treated, and a circulation pump 9 having an ejector part 12 is provided at one end of the filter bed main body 1.
are connected. An intake pipe 13 projects from the ejector portion 12 into the atmosphere.

そして、循環ポンプ9を運転すると、ろ床本体1に汚水
などの被処理水とともに空気が吸入されて接触酸化され
、ろ床本体1と被処理水泡14とで循環処理される。
When the circulation pump 9 is operated, air is sucked into the filter bed main body 1 along with water to be treated such as sewage, oxidized by contact, and circulated between the filter bed main body 1 and the water bubbles 14 to be treated.

この場合、前記ろ床本体1が目障りにならず、また、浅
く埋設されるため工事費が嵩まな(1゜また、以上の実
施例では、ろ床本体1を第10図に示すように、被処理
水洩14中(A位置)に浸漬して施工する方法と、ろ床
本体1を地中(B位置)に埋設して施工する方法につい
て説明したが、必要に応じて、ろ床本体1を第10図に
示すように被処理水泡14の水面位置(C位置)に浮上
させて施工する方法、あるいは、第10図、第11図に
示すようにろ床本体1の両端を被処理水洩14中に浸漬
し、途中を地表上(D位置)に設置して施工する方法な
ど適宜に施工することもてきる。
In this case, the filter bed main body 1 does not become an eyesore, and since it is buried shallowly, the construction cost is high (1°).In addition, in the above embodiment, the filter bed main body 1 is We have explained the method of construction by immersing the filter bed body 1 in the water leakage 14 to be treated (position A) and the construction method of burying the filter bed body 1 underground (position B). 1 to the water surface position (C position) of the blisters 14 to be treated as shown in FIG. It is also possible to carry out construction as appropriate, such as by immersing it in the water leak 14 and installing it halfway above the ground surface (position D).

さらに、以上の実施例では、空気の供給を、エジェクタ
部12より吸気管13によって吸気することによって行
なったが、第12図に示すように、循環ポンプ9とろ床
本体1を連結する連結管25に、コンプレッサまたはブ
ロアー等の空気ポンプ26の送気管27に連結した散気
管28を接続することにより、空気の供給を行なうこと
もできる。
Furthermore, in the above embodiment, air was supplied by taking in air from the ejector part 12 through the intake pipe 13, but as shown in FIG. Additionally, air can be supplied by connecting an aeration pipe 28 connected to an air supply pipe 27 of an air pump 26 such as a compressor or a blower.

〔発明の効果〕〔Effect of the invention〕

請求項1に記載の発明によれば、管体と紐状ろ材とより
なるる床本体を汚水池などの被処理水泡に投入するだけ
で、ろ床支持用の構造物等を特に建設する必要がなく、
簡易に水処理を行なうことができ、特に従来不可能であ
った水深の浅い被処理水泡でも、ろ床本体を横たえた状
態で使用することにより容易に接触酸化処理が可能にな
る。
According to the invention as set forth in claim 1, by simply inserting the bed body made of the pipe body and string-like filter medium into the water to be treated such as a sewage pond, there is no need to particularly construct a structure for supporting the filter bed. There is no
Water treatment can be easily carried out, and in particular, catalytic oxidation treatment can be easily carried out even on water bubbles to be treated in shallow water depths, which was previously impossible, by using the filter bed body in a lying position.

また、紐状ろ材は管体内に張設されているから被処理水
泡との循環路に漏洩がなく確実な処理ができ、また、ろ
床本体の一端に循環ポンプを連結した強制循環のため紐
状ろ材の充填密度を高めても、汚泥のセルツクリン機能
が作用して完全な処理を行なうことができ、特に管体が
可撓性である場合または複数のろ床本体を連結した連結
具が可撓性である場合は、被処理水泡の構造が不規則な
形状であっても順応させることができ、既存の汚水溜を
そのまま接触酸化槽として利用して活用し、簡易に経済
的に水処理をすることができるものである。
In addition, since the string-like filter medium is stretched inside the tube, there is no leakage in the circulation path between the blisters to be treated, and reliable treatment is possible.Also, a circulation pump is connected to one end of the filter bed body for forced circulation. Even if the packing density of the filter media is increased, the sludge's Seltsculin function works and complete treatment is possible, especially when the pipe body is flexible or when a connector connecting multiple filter bed bodies is used. If it is flexible, it can be adapted to the structure of the water bubbles to be treated even if it has an irregular shape, and the existing sewage tank can be used as a contact oxidation tank, allowing easy and economical water treatment. It is something that can be done.

また、請求項2に記載の発明によれば、ろ床本体を被処
理水泡に沿って地中に埋設し設立することにより、ろ床
本体が目障りになることがなく、かつ、地中に略水平状
に浅く埋設されるため工事費も少なくてすむものである
Further, according to the invention as set forth in claim 2, by burying and installing the filter bed main body underground along the blisters to be treated, the filter bed main body does not become an eyesore and is substantially buried underground. Because it is buried horizontally and shallowly, construction costs are low.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の浸漬ろ床のろ床本体の施工状態を示す
説明側面図、第2図は同上平面図、第3図は同上ろ床本
体の縦断側面図、第4図は同上ろ材の一部を除いた同上
正面図、第5図ないし第8図はる床本体の連結部分の異
なる実施例を示す縦断側面図、第9図はる床本体を地中
に埋設した施工状態を示す平面図、第10図はる床本体
の種々の設置位置を示す説明図、第11図はる床本体を
地上に載置した施工状態を示す平面図、第12図は本発
明の他の実施例の浸漬ろ床本体の施工状態を示す側面図
である。 1・・ろ床本体、2・・管体、3・・紐状ろ材、9・・
循環ポンプ、14・・被処理水泡、16・・連結具。
Fig. 1 is an explanatory side view showing the construction state of the filter bed main body of the immersion filter bed of the present invention, Fig. 2 is a plan view of the same, Fig. 3 is a vertical side view of the same filter bed main body, and Fig. 4 is the same filter material. Figures 5 to 8 are longitudinal side views showing different embodiments of the connecting parts of the Harutoko main body, and Figure 9 shows the construction state in which the Harutoko main body is buried underground. Fig. 10 is an explanatory diagram showing various installation positions of the Harutoko main body, Fig. 11 is a plan view showing the construction state in which the Harutoko main body is placed on the ground, and Fig. 12 is an explanatory diagram showing various installation positions of the Harutoko main body. It is a side view which shows the construction state of the immersion filter main body of an Example. 1. Filter bed body, 2. Tube body, 3. String filter material, 9.
Circulation pump, 14. Water bubbles to be treated, 16. Connector.

Claims (5)

【特許請求の範囲】[Claims] (1)管体とこの管体中に軸方向に通水可能に張設され
た紐状ろ材とよりなり被処理水池に軸方向に略水平状に
して浸漬される浸漬ろ床本体と、このろ床本体の一端に
連結され前記被処理水池中の被処理水を空気とともに前
記ろ床本体に送り込みこの被処理水をこのろ床本体と被
処理水池とで強制循環させる循環ポンプと よりなることを特徴とする浸漬ろ床装置。
(1) A submerged filter bed body consisting of a pipe body and a string-like filter material stretched in the pipe body so that water can flow in the axial direction, and immersed in a water pond to be treated in a substantially horizontal state in the axial direction; comprising a circulation pump connected to one end of the filter bed body, which sends the water to be treated in the water pond to be treated to the body of the filter bed together with air, and forcibly circulates the water to be treated between the body of the filter bed and the water pond to be treated; An immersion filter device featuring:
(2)管体とこの管体中に軸方向に通水可能に張設され
た紐状ろ材とよりなり被処理水池の近傍の地中に軸方向
を略水平状にして埋設され両端を前記被処理水池に開口
した浸漬ろ床本体と、このろ床本体の一端に連結され前
記被処理水池中の被処理水を空気とともに前記ろ床本体
に送り込み被処理水をこのろ床本体と被処理水池とで強
制循環させる循環ポンプとよりなることを特徴とする浸
漬ろ床装置。
(2) It consists of a pipe body and a string-like filter material stretched in the pipe body so that water can flow in the axial direction, and is buried in the ground near the water pond to be treated with the axial direction being approximately horizontal. A submerged filter body is connected to one end of the filter bed body and is connected to one end of the filter bed body, and the water to be treated in the water pond to be treated is sent to the filter body together with air, and the water to be treated is connected to the filter bed body and the body to be treated. An immersion filter device characterized by comprising a circulation pump for forced circulation in a water pond.
(3)ろ床本体が軸方向に複数本気密に連結されている
ことを特徴とする請求項1または2に記載の浸漬ろ床装
置。
(3) The submerged filter bed device according to claim 1 or 2, characterized in that a plurality of filter bed bodies are airtightly connected in the axial direction.
(4)複数のろ床本体が可撓性連結具で気密に連結され
ていることを特徴とする請求項3に記載の浸漬ろ床装置
(4) The submerged filter bed apparatus according to claim 3, wherein the plurality of filter bed bodies are airtightly connected by a flexible connector.
(5)管体が可撓性であることを特徴とする請求項1な
いし3の何れかに記載の浸漬ろ床装置。
(5) The immersion filter device according to any one of claims 1 to 3, wherein the pipe body is flexible.
JP2127637A 1990-05-17 1990-05-17 Immersion filter equipment Expired - Lifetime JPH0661547B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2127637A JPH0661547B2 (en) 1990-05-17 1990-05-17 Immersion filter equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2127637A JPH0661547B2 (en) 1990-05-17 1990-05-17 Immersion filter equipment

Publications (2)

Publication Number Publication Date
JPH0422497A true JPH0422497A (en) 1992-01-27
JPH0661547B2 JPH0661547B2 (en) 1994-08-17

Family

ID=14965024

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2127637A Expired - Lifetime JPH0661547B2 (en) 1990-05-17 1990-05-17 Immersion filter equipment

Country Status (1)

Country Link
JP (1) JPH0661547B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008537834A (en) * 2004-11-05 2008-09-25 ダウ・コーニング・アイルランド・リミテッド Plasma system
JP2014140834A (en) * 2013-01-24 2014-08-07 Takeshi Yoshioka Water purifier for supplying, via a gas-liquid pump, and contact-filtering water

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008537834A (en) * 2004-11-05 2008-09-25 ダウ・コーニング・アイルランド・リミテッド Plasma system
JP2014140834A (en) * 2013-01-24 2014-08-07 Takeshi Yoshioka Water purifier for supplying, via a gas-liquid pump, and contact-filtering water

Also Published As

Publication number Publication date
JPH0661547B2 (en) 1994-08-17

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