JP6425217B1 - Water treatment equipment - Google Patents

Water treatment equipment Download PDF

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JP6425217B1
JP6425217B1 JP2017167883A JP2017167883A JP6425217B1 JP 6425217 B1 JP6425217 B1 JP 6425217B1 JP 2017167883 A JP2017167883 A JP 2017167883A JP 2017167883 A JP2017167883 A JP 2017167883A JP 6425217 B1 JP6425217 B1 JP 6425217B1
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pipe
treated water
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tank body
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JP2019034295A (en
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則一 小泉
則一 小泉
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シェルタッチ工業有限会社
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

【課題】 従来よりもコンパクトで、小規模事業所にも導入可能で、しかも多機能で、かつ微生物を利用した水処理装置を提供する。【解決手段】 ろ材を充填し得る槽本体1の内部に、下端に開口部2bを有する内筒体2aを配し、内筒体2aから槽本体1の外部に連通する溢流管5とバイパス管4aを設けて、水処理装置を構成することにより、処理水を槽本体1の上部から供給し、開口部2bから内筒部2aに流入させ、溢流管5またはバイパス管4aを経由して処理水タンク8に還流させ、十分に浄化されるまで、処理水タンク8と槽本体1との間を循環させる。また、バイパス管4aに設けられたバルブ3aの開閉により、槽本体1内のバルブ3aの上の領域を散水床としたり、浸漬ろ床としたりすることも可能である。【選択図】図1PROBLEM TO BE SOLVED: To provide a water treatment apparatus which is more compact than before, which can be introduced to a small-scale business site, and which is also multifunctional and which utilizes microorganisms. SOLUTION: An inner cylinder 2a having an opening 2b at the lower end is disposed inside a tank main body 1 which can be filled with a filter medium, and an overflow pipe 5 and a bypass communicating with the outside of the tank main body 1 from the inner cylinder 2a. By providing the pipe 4a and configuring the water treatment apparatus, the treated water is supplied from the upper part of the tank body 1 and is made to flow from the opening 2b into the inner cylindrical portion 2a, via the overflow pipe 5 or the bypass pipe 4a. The mixture is returned to the treated water tank 8 and circulated between the treated water tank 8 and the tank body 1 until it is sufficiently purified. Further, by opening and closing the valve 3a provided in the bypass pipe 4a, it is possible to make a region above the valve 3a in the tank main body 1 a sprinkling bed or to make an immersion filter bed. [Selected figure] Figure 1

Description

本発明は、微生物を利用して、主に食肉や魚介類の加工処理に用いた排水を浄化するための水処理装置に関し、特に小規模の事業所に適合するコンパクトな汚水排水浄化処理槽の水処理装置に関するものである。  The present invention relates to a water treatment apparatus for purifying waste water mainly used for processing meat and fish using microorganisms, and in particular, a compact waste water purification treatment tank adapted to small-scale business establishments. It relates to a water treatment device.

排水に含まれる有機物を微生物に分解させ、浄化する処理方法が広く行われている。ここで用いられる微生物には、酸素が存在する環境に棲息する好気性微生物と、酸素が存在しない環境で棲息する嫌気性微生物がある。  A treatment method for decomposing organic matter contained in waste water into microorganisms and purifying it is widely practiced. Microorganisms used herein include aerobic microorganisms that live in an environment where oxygen is present, and anaerobic microorganisms that live in an environment where oxygen is not present.

好気性微生物を用いる好気性処理は、処理水中に浮遊するか、ろ材表面に付着する微生物に、泡状の空気の供給、つまりエアレーションを行いながら、有機物を分解するもので、大規模な下水処理、浄化槽のような小規模排水処理などに採用されている。  Aerobic treatment using aerobic microorganisms is a large-scale sewage treatment that decomposes organic matter while supplying foamy air, that is, aeration, to microorganisms suspended in treated water or attached to the surface of filter media. Adopted for small-scale wastewater treatment such as septic tanks.

また、嫌気性微生物を用いる嫌気性処理は、高濃度の有機物を含む排水処理に採用され、好気性処理に比較すると、次のような利点がある。(1)エアレーション不要であるため、省エネルギーの観点で有用である。(2)メタンや有機酸の回収が可能である。(3)好気性処理に比較すると汚泥の発生量が少ない。  In addition, anaerobic treatment using an anaerobic microorganism is adopted for waste water treatment containing a high concentration of organic matter, and has the following advantages as compared with aerobic treatment. (1) Since aeration is unnecessary, it is useful from the viewpoint of energy saving. (2) It is possible to recover methane and organic acids. (3) The amount of sludge generated is smaller than aerobic treatment.

微生物を用いた水処理の分野では、多くの先行技術が開示されている。例えば、特許文献1には、反応槽における金属塩の濃度を有機性排水のCODCr量を基準に規定するとともに、運転時期によって有機性排水のCODCrに対する金属塩の濃度を変えることにより、安定な運転立上げと処理を行うとともに、ランニングコストを抑制する排水処理方法が開示されている。Many prior art have been disclosed in the field of water treatment with microorganisms. For example, Patent Document 1 stipulates that the concentration of metal salt in the reaction tank is specified based on the amount of COD Cr of organic wastewater, and stable by changing the concentration of metal salt to COD Cr of organic wastewater depending on the operation time. There is disclosed a waste water treatment method which performs various driving start-up and treatment and suppresses running cost.

また、特許文献2には、嫌気性微生物を付着させる担体が貯留され、かつ処理水が通水される嫌気処理リアクタと、前記担体に対する前記嫌気性微生物の付着量を判定する微生物付着量判定機構と、前記微生物付着量判定機構の判定結果に基づき、前記嫌気処理リアクタに対する前記処理水の流量を制御する流量制御機構と、前記微生物付着量判定機構の判定結果に基づき、前記担体への前記嫌気性微生物の付着を促進させる促進剤を前記嫌気処理リアクタに供給する微生物量制御機構と、を備える有機性排水の処理装置が開示されている。  Further, in Patent Document 2, an anaerobic treatment reactor in which a carrier to which an anaerobic microorganism is attached is stored, and treated water is passed, and a microorganism adhesion amount determination mechanism that determines the adhesion amount of the anaerobic microorganism to the carrier. And the flow rate control mechanism for controlling the flow rate of the treated water to the anaerobic treatment reactor based on the determination result of the microorganism adhesion amount determination mechanism, and the anaerobic of the carrier based on the determination result of the microorganism adhesion amount determination mechanism. An apparatus for treating organic wastewater is disclosed, which comprises a control system for controlling the amount of microorganisms that supplies a promoter promoting adhesion of sexual microorganisms to the anaerobic treatment reactor.

微生物を利用した水処理装置については、前記の先行技術文献の他にも、処理槽の構造など、装置の構成要素毎に多数の先行技術が開示されている。しかしながら、例えば水産物の加工処理業においては、小規模な事業所が、各地の漁港の近辺に散在していることに鑑みると、コンパクト化された水処理装置の潜在的な需要が多いと考えられるが、前記2件の施工技術に開示されている装置は、いずれも多種の機器を必要とするもので、小規模事業所における運用には、適用が困難である。  In addition to the above-mentioned prior art documents, a large number of prior art are disclosed for each component of the apparatus, such as the structure of the treatment tank, as the water treatment apparatus utilizing microorganisms. However, for example, in the fish processing industry, there is a large potential demand for compacted water treatment systems given that small-scale establishments are scattered in the vicinity of fishing ports in various places. However, the devices disclosed in the above two construction techniques all require various types of equipment, and are difficult to apply to operations in small-scale offices.

特開2017−029882号公報JP, 2017-029882, A 特開2016−163855号公報JP, 2016-163855, A

従って、本発明の課題は、従来よりもコンパクトで、小規模事業所にも導入可能で、しかも多機能で、かつ微生物を利用した水処理装置を提供することにある。  Therefore, an object of the present invention is to provide a water treatment apparatus that is more compact than before, can be introduced to small-scale business offices, is multifunctional, and utilizes microorganisms.

本発明は、前記課題に鑑み、ろ材と称される微生物を棲息させるための担体を充填し、処理の対象となる排水を通水するための槽の構造や、エアレーション機構や、処理の対象となる水の循環機構などを、鋭意検討した結果なされたものである。  In view of the above problems, the present invention fills a carrier for allowing microorganisms, referred to as filter media, to be inhaled, and the structure of a tank for passing wastewater to be treated, an aeration mechanism, and an object of treatment As a result of earnestly studying the water circulation mechanism and so on.

即ち、本発明は、筒形状を備えた槽本体と、中心軸の方向が前記槽本体とほぼ同一となるように前記槽本の内部に配され、下端部に開口部が設けられてなる筒形状を備えた内筒体と、処理の対象となる処理水を貯留する処理水槽と、前記処理水を、前記槽本体の上部から導入するための処理水導入手段と、前記槽本体の底部に設けられてなる散気手段と、前記槽本体から、前記開口部を経由して前記内筒体の内部に流入し、前記内筒体の上端近傍に達した前記処理水を、槽本体の外部に溢流させるために設けられてなる、溢流管と、前記開口部と前記溢流管との間に配され、前記内筒体の内部と前記槽本体の外部に連通する少なくとも一つのバイパス管と、前記溢流管と前記バイパス管から流出する前記処理水を、前記処理水槽へ導入するための還流管とを備え、前記槽本体と前記内筒体の間の空間に、表面に微生物を付着させてなるろ材が充填されてなることを特徴とする水処理装置である。  That is, according to the present invention, there is provided a tub body having a cylindrical shape, and a tub which is disposed inside the tub book so that the direction of the central axis is substantially the same as the tub body, and an opening is provided at the lower end. An inner cylindrical body having a shape, a treated water tank storing treated water to be treated, treated water introducing means for introducing the treated water from the top of the tank body, and a bottom portion of the tank body The treated water which has flowed into the interior of the inner cylindrical body from the tank main body via the opening from the aeration means provided and the outside of the tank main body has reached the vicinity of the upper end of the inner cylindrical body And at least one bypass disposed between the opening and the overflow pipe and communicating with the inside of the inner cylinder and the outside of the tank body. A pipe, the treated water flowing out from the overflow pipe and the bypass pipe is introduced into the treated water tank And a reflux tube, the space between the inner cylinder member and the tank body is water treatment apparatus filter material made by adhering microorganisms characterized by comprising filled in the surface.

また、本発明は、前記バイパス管が、流路を閉塞開放するための開閉手段を備えていることを特徴とする、前記の水処理装置である。  Further, the present invention is the above water treatment apparatus, wherein the bypass pipe is provided with an opening / closing means for closing and opening the flow path.

また、本発明は、前記ろ材が、カキ殻、多孔質セラミック、高分子材料成形体、高分子材料発泡体から選ばれる少なくとも一種であることを特徴とする、前記の水処理装置である。  Further, the present invention is the water treatment apparatus as described above, wherein the filter medium is at least one selected from oyster shell, porous ceramic, polymer material compact, and polymer material foam.

また、本発明は、前記処理水導入手段と前記散気手段の少なくともいずれかが、管を環状に構成したフープ構造を備えていることを特徴とする、前記の水処理装置である。  Further, the present invention is the water treatment apparatus described above, wherein at least one of the treated water introducing means and the aeration means has a hoop structure in which a pipe is formed in an annular shape.

また、本発明は、前記処理水導入手段が、前記処理水が流出する管の開口部の下部に、前記処理水が流出する方向と略直交する方向に板状部材が取り付けられ、前記処理水の前記板状部材への衝突により、前記処理水を飛沫とすることが可能な消泡手段を備えていることを特徴とする、前記の水処理装置である。  Further, according to the present invention, the treated water introducing means has a plate-like member attached to the lower part of the opening of the pipe through which the treated water flows out in a direction substantially orthogonal to the direction in which the treated water flows out. The water treatment apparatus is characterized in that it comprises a defoaming means capable of causing the treated water to be splashed by collision with the plate-like member.

また、本発明は、前記槽本体における前記溢流管の上部に、前記槽本体と前記還流管と連通するエア抜き管が設けられ、前記エア抜き管は、前記還流管側と前記槽本体側との間が水平、または、前記還流管側が前記槽本体側よりも高くなる傾斜を備えていることを特徴とする、前記の水処理装置である。  Further, according to the present invention, an air vent pipe communicating with the tank body and the reflux pipe is provided at an upper portion of the overflow pipe in the tank main body, and the air vent pipe has the reflux pipe side and the tank main body side. The water treatment apparatus is characterized in that the water supply device is provided with an inclination between the horizontal side or the reflux pipe side is higher than the tank body side.

本発明の水処理装置は、前記のように、槽本体と、槽本体の内部に設けられ、下端部に開口部が設けられた内筒体を有するので、処理水槽に貯留された処理の対象となる処理水を、槽本体の上から注ぎ込むことにより、内筒体の開口部から内筒体の内部に流入した処理水が、内筒体に設けられた溢流管またはバイパス管まで達すると、処理水槽に還流する構成となっているので、十分に浄化されるまで、処理水を槽本体と処理水槽の間を循環させることが可能である。  The water treatment apparatus of the present invention, as described above, includes the tank body and the inner cylinder provided inside the tank body and having the opening at the lower end, so the object of treatment stored in the treatment water tank When the treated water flowing into the inner cylinder from the opening of the inner cylinder reaches the overflow pipe or bypass pipe provided in the inner cylinder by pouring the treated water from above the tank body Since the system is configured to return to the treatment water tank, the treatment water can be circulated between the tank body and the treatment water tank until it is sufficiently purified.

そして、バイパス管には、バイパス管を閉塞したり解放したりするための、開閉手段が設けられていて、バイパス管を閉塞することにより、処理水の水位が溢流管に達するまで、槽本体の内部のほぼ全体を、処理水で満たすことができるので、ろ材全体が処理水に浸された、浸漬ろ床の状態となる。  And, the opening and closing means for closing and releasing the bypass pipe is provided in the bypass pipe, and by closing the bypass pipe, the tank main body until the water level of the treated water reaches the overflow pipe Since almost the entire interior of the filter can be filled with treated water, the entire filter medium is immersed in the treated water, resulting in the state of an immersion filter bed.

また、バイパス管を開放すると、処理水はパイパス管から外部に流出するので、パイパス管の位置を境界にして、槽本体の上部は、処理水がろ材の表面を覆いながら流れ落ちる、散水ろ床の状態となり、槽本体の下部は浸漬ろ床となる。つまり、一つの水処理装置に、散水ろ床と浸漬ろ床の両方の機能を付与できる。また、エアレーションを停止することで嫌気性処理が可能となり、バイパス管を開放した状態で、エアレーションを停止することで、散水ろ床での好気性処理と、浸漬ろ床での嫌気性処理の両方の機能を発現できる。  In addition, when the bypass pipe is opened, the treated water flows out from the pipe pipe, so the boundary of the pipe pipe position, the upper part of the tank body, the treated water flows down while covering the surface of the filter medium It becomes a state and the lower part of the tank body becomes an immersion filter bed. That is, one water treatment apparatus can be provided with the functions of both a water filtration filter bed and an immersion filter bed. In addition, anaerobic treatment becomes possible by stopping aeration, and by stopping aeration while the bypass pipe is opened, both aerobic treatment in the water filtration filter bed and anaerobic treatment in the immersion filter bed are possible. Function can be expressed.

本発明の水処理装置において、ろ材としては、カキ殻、多孔質セラミック、高分子材料成形体、高分子材料発泡体などを用いるが好ましいが、基本的に十分に比表面積が大きい材料であれば、重量あたりで必要な微生物棲息量が確保でき、これらの他の材料も使用可能である。また、複数種のろ材を、槽本体内で高さ方向に層をなすように充填することも可能である。  In the water treatment apparatus of the present invention, it is preferable to use an oyster shell, a porous ceramic, a polymer material molded body, a polymer material foam or the like as the filter medium, but basically it is a material having a sufficiently large specific surface area The required amount of microorganisms per weight can be secured, and these other materials can also be used. Moreover, it is also possible to fill a plurality of types of filter media in layers in the height direction in the tank body.

前記のろ材の中でも、特にカキ殻は、次のような特長があり、本発明の水処理装置のろ材として極めて有用である。
(1)カキ殻は、カキ殻有機石灰として用いられるように、カルシウムを多く含むため、酸性の水に浸されると、アルカリ成分を溶出し、酸性の水を緩やかに中和する機能を発現する。
(2)カキ殻は、カルシウムの他に、リン酸、カリウム、マグネシウムなどのミネラルを含み、マンガン、ホウ素、亜鉛なども微量ながら含むため、微生物の栄養源となる。
(3)カキ殻は、微生物により消費されるが、補給が容易で、カキ殻自体は、水産業で生じる廃棄物であり、コスト増に繋がることがない。
(4)カキ殻は、上述のように微生物により消費されるので、補給は必要となるが、定期的な交換作業を行う必要はない。
Among the above-mentioned filter media, particularly oyster shells have the following features and are extremely useful as filter media for the water treatment apparatus of the present invention.
(1) The oyster shell contains a large amount of calcium so that it is used as oyster shell organic lime, and therefore, when immersed in acidic water, it exudes an alkaline component and exhibits a function of gently neutralizing the acidic water Do.
(2) In addition to calcium, oyster shells contain minerals such as phosphoric acid, potassium, and magnesium, and also contain trace amounts of manganese, boron, zinc, etc., and thus become a nutrient source of microorganisms.
(3) Oyster shells are consumed by microorganisms, but are easily replenished, and oyster shells themselves are wastes generated in the fishery industry and do not lead to increased costs.
(4) As the oyster shells are consumed by the microorganisms as described above, replenishment is necessary, but periodic replacement work is not necessary.

また、本発明の水処理装置においては、槽本体の底部に散気手段が設けられ、適宜エアレーションを行えるようになっているが、散気手段にはフープ構造を付与することが可能である。ここでフープ構造とは、コンプレッサーから空気を送る管の、空気が噴き出す部分が、環状に構成されたものである。このような散気手段は、空気を送る管の必要な箇所に、管の径よりも径が小さな貫通孔を複数箇設け、細かい泡を槽内に分散させるが、管が環状に構成されていないと、管の端部を閉塞せざるを得ないが、端が閉塞された管に複数の貫通孔を設けると、閉塞した端部付近の空気圧が増加する傾向があり、貫通孔毎の空気の噴出量がばらつくことがある。  In the water treatment apparatus of the present invention, the aeration means is provided at the bottom of the tank main body so that aeration can be appropriately performed, but it is possible to provide a hoop structure to the aeration means. Here, the hoop structure is one in which a portion from which air is blown out of a pipe for sending air from the compressor is annularly formed. Although such aeration means is provided with a plurality of through holes whose diameter is smaller than the diameter of the tube at necessary places of the tube for sending air, and fine bubbles are dispersed in the tank, the tube is formed in an annular shape Otherwise, the end of the tube has to be closed, but when the end-closed tube is provided with a plurality of through holes, the air pressure near the closed end tends to increase, and the air for each through hole is increased. The amount of spouting may vary.

このような現象が起こると、槽内の空気泡の分布が不均一となり、装置全体の処理効率が低下するので、本発明においては、環状に構成した管に多数の貫通孔を設け、散気手段として用いる。  When such a phenomenon occurs, the distribution of air bubbles in the tank becomes uneven, and the processing efficiency of the entire apparatus decreases. Therefore, in the present invention, a large number of through holes are provided in the annularly configured pipe to Use as a means.

また、処理水の導入手段、つまり、処理水を槽本体内に注入するノズルも、複数箇設けることにより、散水ろ床における処理水の分布の均一化が図れるが、この場合も散気手段と同様に、環状に構成したフープ構造の管の適当な位置に取り付けることで、処理水導入の均一性が向上する。  Further, by providing a plurality of treatment water introduction means, that is, nozzles for injecting the treatment water into the tank main body, the distribution of the treatment water in the sprinkling filter bed can be made uniform, but also in this case the aeration means and Similarly, by mounting the tube in an annular configuration at an appropriate position, the uniformity of the treatment water introduction is improved.

さらに、本発明の水処理装置においては、ノズルの下に板状部材を取り付け、ノズルから流出する処理水を、板状部材に衝突させて飛沫とする、消泡手段を用いることができる。管の開口部から直接槽本体に処理水を導入すると、処理水が空気を巻き込み、泡が生じるが、飛沫とすることで、この現象を抑制できる。シャワーのように、ノズルに多数の細かい貫通孔を設けても、同様の消泡効果が得られるが、処理水には、固形の浮遊物も含まれ、貫通孔の詰まりが頻繁に発生する可能性があるので、このような消泡装置を用いることが望ましい。  Furthermore, in the water treatment apparatus of the present invention, a plate-like member may be attached under the nozzle, and a defoaming means may be used in which treated water flowing out from the nozzle collides with the plate-like member to make it splash. When the treated water is introduced directly into the tank body from the opening of the pipe, the treated water entrains air and bubbles are generated, but this phenomenon can be suppressed by making it into droplets. Similar to a shower, even if the nozzle is provided with a large number of fine through holes, the same defoaming effect can be obtained, but the treated water also contains solid floats, and frequent clogging of the through holes can occur. It is desirable to use such a defoaming device because of its nature.

なお、本発明の水処理装置において、槽本体は密閉構造ではないので、散気管から槽本体内に放出される空気で、層本体内が高圧となることはないが、さらに安全を期すためには、溢流管の上の位置に、槽本体と還流管を連通するためのエア抜き管を設けることが望ましい。エア抜き管は、水平方向に設けてもよいが、処理水の導入手段から注入される処理水の飛沫や泡が、エア抜き管から還流管に流入する可能性があるので、還流管に接続されている部分が、槽本体に接続されている側の方よりも高い傾斜を備えるのが望ましい。また、エア抜き管は、槽本体の外側に連通していれば、その目的に適うので、必ずしも還流管に接続する必要はない。  In the water treatment apparatus of the present invention, since the tank body is not a closed structure, the air discharged from the aeration tube into the tank body does not have a high pressure in the layer body, but for the sake of safety. Preferably, an air vent pipe is provided at a position above the overflow pipe for communicating the tank body with the return pipe. The air vent pipe may be provided in the horizontal direction, but since there is a possibility that droplets or bubbles of treated water injected from the means for introducing treated water may flow from the air vent pipe into the reflux pipe, it is connected to the reflux pipe It is desirable for the part being provided to have a higher slope than the side connected to the vessel body. In addition, if the air vent pipe is in communication with the outside of the tank body, it is suitable for the purpose, so it is not necessary to connect it to the reflux pipe.

本発明の水処理装置の一例の構成を示す図。  The figure which shows the structure of an example of the water treatment apparatus of this invention. 本発明の水処理装置の処理水導入手段の一例を示す図。  The figure which shows an example of the treated water introduction means of the water treatment apparatus of this invention. 本発明の水処理装置の消泡手段の一例の斜視図。  The perspective view of an example of the defoaming means of the water treatment apparatus of this invention. 本発明の水処理装置の散気手段の一例を示す図  The figure which shows an example of the aeration means of the water treatment apparatus of this invention

次に本発明の実施の形態について、具体的な図を参照しながら説明する。  Next, embodiments of the present invention will be described with reference to specific drawings.

図1は、本発明の水処理装置の一例の構成を示す図である。図1において、1は槽本体、2aは内筒体、2bは開口部、3aは第一のバルブ、3bは第二のバルブ、4aはバイパス管、4bはドレン管、5は溢流管、6はエア抜き管、7は還流管、8は処理水槽、9はポンプ、10は処理水注入管、11a、11bは処理水導入手段、12は空気管、13は散気手段、14は簀の子、15は沈殿槽である。  FIG. 1 is a view showing a configuration of an example of a water treatment apparatus of the present invention. In FIG. 1, 1 is a tank body, 2a is an inner cylinder, 2b is an opening, 3a is a first valve, 3b is a second valve, 4a is a bypass pipe, 4a is a drain pipe, 5 is an overflow pipe, 6 is an air vent pipe, 7 is a reflux pipe, 8 is a treated water tank, 9 is a pump, 10 is a treated water injection pipe, 11a and 11b are treated water introduction means, 12 is an air pipe, 13 is an aeration means, 14 is a maple , 15 is a settling tank.

槽本体1や内筒体2aなどの環状部材は、十分な機械的な強度を備えた材料であればいずれでもよいが、重量の軽減も考慮すると、FRP(繊維強化プラスチック)が好ましい。図に示したように、この例においては、溢流管5の下部には、一つのバイパス管が設けられているが、バイパス管の数を、増加することが可能であるのは論を俟たない。図1に示したドレン管4bは、通常の運転状態では、使用しないので、第二のバルブ3bを閉塞しておく。図1の例では、エア抜き管6が設けられているが、前記の理由から図における左側が高くなる傾斜が設けられている。  The annular members such as the tank body 1 and the inner cylindrical body 2a may be any material provided that they have sufficient mechanical strength, but in consideration of weight reduction, FRP (fiber reinforced plastic) is preferable. As shown in the figure, in this example, one bypass pipe is provided at the lower part of the overflow pipe 5, but it is to be understood that the number of bypass pipes can be increased. It is not. The drain pipe 4b shown in FIG. 1 is not used in a normal operation state, so the second valve 3b is closed. In the example of FIG. 1, the air vent pipe 6 is provided, but for the reason described above, an inclination is provided such that the left side in the figure is high.

簀の子14には、金網やパンチングメタルを用いることが可能であり、その上にろ材を積載するので、やはり十分な機械的な強度が必要である。図中で示した二点鎖線は、第一のバルブ3aの開閉によって、散水ろ床となったり、浸漬ろ床となったりする領域の、おおよその境界を示している。つまりバルブ3aを閉塞すれば、AとBの両方の領域が浸漬ろ床となり、第一のバルブ3aを開放すれば、領域Bが浸漬ろ床になり、領域Aが散水ろ床になる。  As it is possible to use wire mesh or punching metal for the maple child 14 and load the filter medium thereon, sufficient mechanical strength is also required. The dashed-two dotted line shown in the figure shows the approximate boundary of the area which becomes a water filter bed or an immersion filter bed by opening and closing the first valve 3a. That is, when the valve 3a is closed, both areas A and B become immersion filters, and when the first valve 3a is opened, the area B becomes immersion filters and the area A becomes water filter beds.

また、前記のように本発明の水処理装置においては、異種のろ材を層状に充填することが可能で、例えばAの領域にはカキ殻を充填し、Bの領域にはプラスチック製のろ材を充填することが可能である。ろ床を通過した処理水は、還流管7を経由して処理水槽8に戻り、十分に浄化されるまで、処理水槽8と槽本体1の間を循環し、沈殿槽15で固形物を沈殿させた後に、環境に放出される。なお、処理水槽8や沈殿槽15を槽本体1の下部に設置して、装置全体の設置面積を縮小することも可能で、狭い事業所への設置に対応できる。  Further, as described above, in the water treatment apparatus of the present invention, different filter media can be packed in layers, for example, the area of A is filled with oyster shell, and the area of B is made of plastic filter medium. It is possible to fill. The treated water that has passed through the filter bed is returned to the treated water tank 8 via the reflux pipe 7 and circulated between the treated water tank 8 and the tank body 1 until it is sufficiently purified, and solids are precipitated in the settling tank 15 After being released to the environment. In addition, it is also possible to install the process water tank 8 and the sedimentation tank 15 in the lower part of the tank main body 1, and to reduce the installation area of the whole apparatus, and can respond to installation to a narrow office.

図2は、本発明の水処理装置の処理水導入手段の一例を示す図で、図2(a)は、槽本体1と処理水導入手段の平面図、図2(b)は、槽本体1の一部の断面と処理水導入手段の正面図である。図2において、10aは処理水注入管のフープ構造部、11cは処理水導入手段、16a、16b、16cはメンテナンス用開放孔、17a、17b、17cはキャップである。なお、操業中は、内筒体2aの上端とメンテナンス用開放孔16a、16b、16cには蓋をしておく。  Fig. 2 is a view showing an example of treated water introducing means of the water treatment apparatus of the present invention, and Fig. 2 (a) is a plan view of the tank body 1 and treated water introducing means, and Fig. 2 (b) is a tank body It is a front view of a partial cross section of 1 and a treated water introduction means. In FIG. 2, 10a is a hoop structure portion of the treated water injection pipe, 11c is treated water introducing means, 16a, 16b and 16c are maintenance open holes, and 17a, 17b and 17c are caps. During the operation, the upper end of the inner cylindrical body 2a and the maintenance opening holes 16a, 16b and 16c are covered.

図2に示したように、処理水注入管10は、管を四角形の環に構成した、処理水注入管のフープ構造部10aに接続され、この部分を経由して槽本体1の内部に、処理水を注入する。また、キャップ17a、17b、17cは、処理水に含まれる固形物が管内に付着した際に、取り除く作業を容易にするために設けたもので、着脱が可能な状態で取り付けられている。  As shown in FIG. 2, the treated water injection pipe 10 is connected to the hoop structure 10 a of the treated water injection pipe in which the pipe is formed in a square ring, and the inside of the tank body 1 is connected via this portion Inject treated water. Further, the caps 17a, 17b and 17c are provided to facilitate the removal operation when the solid matter contained in the treated water adheres to the inside of the pipe, and the caps 17a, 17b and 17c are attached in a detachable manner.

図3は、本発明の水処理装置の消泡手段の一例の斜視図である。図3において、18はノズル、19は支持部材、20は板状部材、21は水流、22は飛沫となった水である。処理水をストレートに槽本体1に注入すると、処理水が空気を巻き込み、泡を発生することがあるが、ここに示したように、水流21を板状部材20に衝突させて、飛沫22とすることで、泡の発生を抑制できる。なお、ノズル18内の水流が乱流となると、ノズル18から放出され水流21がノズル18の内径よりも拡がるので、板状部材の径をノズル内径の3倍程度以上とすることが望ましい。  FIG. 3 is a perspective view of an example of the defoaming means of the water treatment apparatus of the present invention. In FIG. 3, 18 is a nozzle, 19 is a support member, 20 is a plate-like member, 21 is a water flow, and 22 is water which has become droplets. When the treated water is injected straight into the tank body 1, the treated water may entrain air and generate bubbles, but as shown here, the water stream 21 is caused to collide with the plate member 20, and the droplets 22 and By doing so, the generation of bubbles can be suppressed. When the water flow in the nozzle 18 becomes turbulent, the water flow 21 discharged from the nozzle 18 spreads more than the inner diameter of the nozzle 18, so the diameter of the plate-like member is desirably about three times or more the nozzle inner diameter.

図4は、本発明の水処理装置の散気手段の一例を示す図で、図4(a)は散気手段の取り付け状態を槽本体1の下側から見た図であり、図4(b)はAA断面である。図4において、23は貫通孔である。ここに示したように、本発明の水処理装置に係る散気手段13は、内筒体2を経由して槽本体1の下面に導入された空気管12を、管を円環状に構成したフープ構造の部分に接続し、貫通孔23から空気を放出する。  FIG. 4 is a view showing an example of the aeration means of the water treatment apparatus of the present invention, and FIG. 4 (a) is a view of the attachment state of the aeration means seen from the lower side of the tank body 1; b) is an AA cross section. In FIG. 4, 23 is a through hole. As shown here, the air diffusion means 13 according to the water treatment apparatus of the present invention has the air pipe 12 introduced to the lower surface of the tank main body 1 via the inner cylindrical body 2 in a ring shape. It is connected to the part of the hoop structure and air is released from the through hole 23.

貫通孔は、図4(b)に示したように下に向けて取り付けることが望ましい。理由は、上に向けると、処理水に含まれる浮遊固形物が付着して詰まる可能性があるからであり、下に向けて設けることで、固形物が付着した場合は、コンプレッサーから高圧の空気を送って、吹き飛ばすことができる。また、槽本体1内の泡の分布を考慮すると、図4(b)に示した角度θは30°〜60°が望ましい。  The through holes are preferably attached downward as shown in FIG. 4 (b). The reason is that if it is turned upwards, suspended solids contained in the treated water may adhere and clog, and by providing them downward, if solids adhere, air from the compressor at high pressure Can be sent and blown off. Further, in consideration of the distribution of bubbles in the tank body 1, the angle θ shown in FIG. 4B is preferably 30 ° to 60 °.

以上に説明したように、本発明によれば、ろ材が充填され、散水ろ床と浸漬ろ床の機能の両方を発現可能な槽本体と、処理水槽の間を、処理水を循環させることで、従来よりもコンパクトで、狭いところでも設置可能な水処理装置を提供できる。なお、本発明は、前記実施の形態に限定されるものではなく、本発明の分野における通常の知識を有する者であれば想到し得る、各種変形、修正を含む、本発明の要旨を逸脱しない範囲の設計変更があっても、本発明に含まれることは勿論である。  As described above, according to the present invention, the treated water is circulated between the treatment tank and the tank body which is filled with the filter medium and can exhibit both the function of the water filtration filter bed and the function of the immersion filter bed. It is possible to provide a water treatment apparatus which is more compact than before and which can be installed even in a narrow place. The present invention is not limited to the above-described embodiment, and does not deviate from the scope of the present invention including various modifications and corrections which can be conceived by those who have ordinary knowledge in the field of the present invention. Of course, even if there is a design change of the range, it is included in the present invention.

1・・・槽本体 2a・・・内筒体 2b・・・開口部
3a・・・第一のバルブ 3b・・・第二のバルブ
4a・・・バイパス管 4b・・・ドレン管 5・・・溢流管
6・・・エア抜き管 7・・・還流管 8・・・処理水槽
9…ポンプ 10・・・処理水注入管
10a・・・処理水注入管のフープ構造部
11a,11b,11C・・・処理水導入手段 12・・・空気管
13・・・散気手段 14・・・簀の子 15・・・沈殿槽
16a,16b,16c・・・メンテナンス用開放孔
17a,17b,17c・・・キャップ 18・・・ノズル
19・・・支持部材 20・・・板状部材 21・・・水流
22・・・飛沫となった水 23・・・貫通孔
1 Tank body 2a Inner cylinder 2b Opening 3a First valve 3b Second valve 4a Bypass pipe 4b Drain pipe 5 · Overflow pipe 6 · · · Air bleed pipe 7 · · · · · · · · reflux pipe 8 · · · treated water tank 9 · · · pump 10 · · · treated water injection pipe 10a · · · Hoop structure 11a, 11b of the treated water injection pipe 11C ... treated water introduction means 12 ... air tube 13 ... air diffuser means 14 ... drainboard 15 ... sedimentation tank 16a, 16b, 16c ... maintenance opening hole 17a, 17b, 17c · · · Cap 18 · · · Nozzle 19 · · · Support member 20 · · · plate-like member 21 · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · 22

Claims (5)

筒形状を備えた槽本体と、
中心軸の方向が前記槽本体と同一となるように前記槽本体の内部に配され、下端部に開口部が設けられてなる筒形状を備えた内筒体と、
処理の対象となる処理水を貯留する処理水槽と、
前記処理水を、前記槽本体の上部から導入するための処理水導入手段と、
前記槽本体の底部に設けられてなる散気手段と、
前記槽本体から、前記開口部を経由して前記内筒体の内部に流入し、前記内筒体の上端に達した前記処理水を、槽本体の外部に溢流させるために設けられてなる、溢流管と、前記開口部と前記溢流管との間に配され、前記内筒体の内部と前記槽本体の外部に連通し、開閉手段を備えてなる少なくとも一つのバイパス管と、前記溢流管または前記バイパス管から流出する前記処理水を、前記処理水槽へ導入するための還流管とを備え、前記槽本体と前記内筒体の間の空間に、表面に微生物を付着させるろ材を充填して生物ろ床を形成してなることを特徴とする水処理装置であって、
前記開閉手段を閉塞した状態では、充填ろ材ろ床の全部が浸漬ろ床処理になり、前記開閉手段を解放した状態では、前記バイパス管と溢流管の間の上段部の充填ろ床部分が散水ろ床処理となることを特徴とする水処理装置。
A tank body having a cylindrical shape,
An inner cylindrical body having a cylindrical shape which is disposed inside the tank main body so that the direction of the central axis is the same as that of the tank main body, and an opening is provided at the lower end portion;
A treated water tank for storing treated water to be treated;
Treated water introducing means for introducing the treated water from the upper portion of the tank body;
A diffuser provided at the bottom of the tank body;
It is provided in order to overflow the treated water which has flowed into the inside of the inner cylindrical body from the tank body via the opening and reached the upper end of the inner cylindrical body to the outside of the tank body. An overflow pipe, at least one bypass pipe disposed between the opening and the overflow pipe, communicating with the inside of the inner cylindrical body and the outside of the tank body, and provided with an opening / closing means ; And a reflux pipe for introducing the treated water flowing out from the overflow pipe or the bypass pipe into the treated water tank , wherein microorganisms are attached to the surface in the space between the tank body and the inner cylinder . A water treatment apparatus characterized in that a filter medium is filled to form a biological filter bed,
In the state where the opening and closing means is closed, the whole of the filler filter bed is treated as the immersion filter, and in the state where the opening and closing means is released, the filled filter bed portion of the upper portion between the bypass pipe and the overflow pipe is A water treatment apparatus characterized in that it is a water filter bed treatment.
前記ろ材は、カキ殻、多孔質セラミック、高分子材料成形体、高分子材料発泡体から選ばれる少なくとも一種であることを特徴とする、請求項1に記載の水処理装置。The water treatment apparatus according to claim 1, wherein the filter medium is at least one selected from oyster shell, porous ceramic, polymer material compact, and polymer material foam. 前記処理水導入手段と前記散気手段の少なくともいずれかは、管を環状に構成したフープ構造を備えていることを特徴とする、請求項1または請求項2のいずれかに記載の水処理装置。  The water treatment apparatus according to any one of claims 1 or 2, wherein at least one of the treated water introducing means and the aeration means comprises a hoop structure in which a pipe is formed in an annular shape. . 前記処理水導入手段は、前記処理水が流出する管の開口部の下部に、前記処理水が流出する方向と直交する方向に板状部材が取り付けられ、前記処理水の前記板状部材への衝突により、前記処理水を飛沫とすることが可能な消泡手段を備えていることを特徴とする、請求項1ないし請求項3のいずれかに記載の水処理装置。  A plate-like member is attached to the lower part of the opening of the pipe through which the treated water flows out in the direction perpendicular to the direction in which the treated water flows out, and the treated water introduction means is attached to the plate-like member The water treatment apparatus according to any one of claims 1 to 3, further comprising a defoaming means capable of causing the treated water to be splashed by a collision. 前記槽本体における前記溢流管の上部に、前記槽本体と前記還流管と連通するエアー抜き管が設けられ、前記エアー抜き管は、前記還流管側と前記槽本体側との間が水平、または、前記還流管側が前記槽本体側よりも高くなる傾斜を備えていることを特徴とする、請求項1ないし請求項4のいずれかに記載の水処理装置。  An air vent pipe communicating with the tank body and the reflux pipe is provided in an upper portion of the overflow pipe in the tank body, and the air vent pipe is horizontal between the reflux pipe side and the tank body side, Or the said reflux pipe side is equipped with the inclination which becomes higher than the said tank main body side, The water treatment apparatus in any one of the Claims 1-4 characterized by the above-mentioned.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56151697U (en) * 1971-11-26 1981-11-13
JPH01249193A (en) * 1988-03-31 1989-10-04 Tokyu Constr Co Ltd Water level control method for waste water in variable volume bioreactor
JPH10230244A (en) * 1996-12-17 1998-09-02 Aqua Soken:Kk Culture treating device, culture treatment and pellet cartridge
JP3178799U (en) * 2012-07-05 2012-10-04 有限会社オガワ創研 Wastewater purification treatment equipment

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56151697U (en) * 1971-11-26 1981-11-13
JPH01249193A (en) * 1988-03-31 1989-10-04 Tokyu Constr Co Ltd Water level control method for waste water in variable volume bioreactor
JPH10230244A (en) * 1996-12-17 1998-09-02 Aqua Soken:Kk Culture treating device, culture treatment and pellet cartridge
JP3178799U (en) * 2012-07-05 2012-10-04 有限会社オガワ創研 Wastewater purification treatment equipment

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