JP2007098212A - Apparatus and method for removing scum - Google Patents

Apparatus and method for removing scum Download PDF

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JP2007098212A
JP2007098212A JP2005288666A JP2005288666A JP2007098212A JP 2007098212 A JP2007098212 A JP 2007098212A JP 2005288666 A JP2005288666 A JP 2005288666A JP 2005288666 A JP2005288666 A JP 2005288666A JP 2007098212 A JP2007098212 A JP 2007098212A
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weir
scum
oscillating
water
trough
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JP4449877B2 (en
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Hitoshi Kawajiri
斉 川尻
Yosuke Sakamoto
陽介 坂元
Yoshiharu Numata
好晴 沼田
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Hitachi Plant Technologies Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/24Feed or discharge mechanisms for settling tanks
    • B01D21/2433Discharge mechanisms for floating particles

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  • Chemical Kinetics & Catalysis (AREA)
  • Removal Of Floating Material (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an apparatus for removing scum capable of finely damming and overflowing scum water containing the scum to a trough, and its method. <P>SOLUTION: The apparatus 20 for removing the scum floating on the water surface of a water tank comprises: the trough 22 into which the scum water 14 containing the scum flows; a swing dam 24 provided on the inflow opening 27 of the scum water 14 formed on the side wall face of the trough 22, formed in a size roughly corresponding to an inflow opening area, and damming and overflowing the scum water 14 to the trough 22 by longitudinally swinging on its lower end part; and swing dam driving means 40 for swinging the swing dam 24, wherein the swing dam driving means 40 has a mechanism of swinging the swing dam 24 by putting air in and out from the swing dam 24 forming a space inside. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、スカム除去装置及びその方法に係り、水処理設備の水槽、例えば沈殿池の水面に浮遊するスカム(浮遊物)を除去するためのスカム除去装置及びその方法に関する。   The present invention relates to a scum removing device and method, and more particularly to a scum removing device and method for removing scum (floating matter) floating on a water surface of a water treatment facility, for example, a sedimentation basin.

従来から、水処理設備の沈殿池等においては、水面にスカムが滞留し、処理水質の悪化及び悪臭発生の原因となってきていた。このため、スカムを定期的に処理する必要があるが、このスカムを除去する装置として、沈殿池の巾いっぱいの長さを有する円筒形状でスカム流入口が開口されたパイプスキマが多くの水処理設備で用いられている。パイプスキマは、スカム除去時には開口部が一定角度回転し、開口部が水面と接触することで、水面上に滞留したスカムを含むスカム水を呑込むようになっている。   Conventionally, in a sedimentation basin or the like of a water treatment facility, scum has accumulated on the surface of the water, causing deterioration of treated water quality and generation of bad odor. For this reason, it is necessary to treat scum periodically. As a device for removing this scum, a pipe skimmer with a scum inlet opening in a cylindrical shape having the full length of the settling basin is used for many water treatments. Used in equipment. In the pipe skimmer, when the scum is removed, the opening rotates by a certain angle, and the opening contacts the water surface, so that scum water including scum staying on the water surface is swallowed.

しかし、パイプスキマにおいてスカム流入口へのスカム水の越流速度はパイプスキマからスキマ送水配管への流入口に近いほど早く、遠くなるほど遅くなる。越流速度に差が生じるため越流速度の遅い方の水面上に浮遊するスカムがそのまま滞留し易く、また、水位の変動により開口部の呑込み深さが変化し、呑込み量にバラツキが生じてしまうため、スカムをうまく除去できないという問題があった。   However, the scum water overflow speed to the scum inlet at the pipe skimmer is faster as it is closer to the inlet from the pipe skimmer to the skimmer water supply pipe, and is slower as it is farther away. Due to the difference in overflow speed, the scum floating on the water surface with the slower overflow speed tends to stay as it is, and the depth of penetration of the opening changes due to fluctuations in the water level, and the amount of penetration varies. As a result, scum could not be removed successfully.

この問題を解決するために、特許文献1には、スカムの誘引口として水面よりも深く開口したトラフと、誘引口近くに配され水面を境に上下運動する堰と、内部に液体を流入させるタンクと錘とでシーソー運動を行なうシーソー機構を設け、このシーソー機構によって堰を上下駆動する浮遊物除去装置が提案されている。
特開平7−305325号公報
In order to solve this problem, Patent Document 1 discloses a trough that opens deeper than the water surface as a scum attracting port, a weir that is arranged near the attracting port and moves up and down around the water surface, and allows liquid to flow inside. There has been proposed a floating body removing device that has a seesaw mechanism that performs a seesaw motion between a tank and a weight, and that drives the weir up and down by the seesaw mechanism.
JP 7-305325 A

しかしながら、特許文献1に示された装置では、シーソー機能のタンク内に液体を注入させて反対側の錘とのバランスを崩すことによって堰を下降させ、また、タンク内の液体を流入させることによって堰を上昇させるので、各部の調整が難しく、スカムの浮遊した水面の堰止めと越流とのタイミング制御をきめ細かく行なうことが困難で、スカムを効率よく排出することができなかった。   However, in the device shown in Patent Document 1, liquid is injected into a tank having a seesaw function to break the balance with the weight on the opposite side, and the liquid in the tank is allowed to flow. Since the weir is raised, it is difficult to adjust each part, and it is difficult to finely control the timing of damming and overflowing the water surface where the scum floated, and the scum cannot be discharged efficiently.

本発明はこのような問題に対してなされたもので、越流堰の揺動を簡単な構造で精度良く行うことができるので、スカムを含むスカム水のトラフへの堰止めと越流とをきめ細かく行うことができるスカム除去装置及びその方法を提供することを目的とする。   The present invention has been made for such a problem, and since the overflow of the overflow weir can be accurately performed with a simple structure, the damming and overflowing of the scum water including the scum to the trough can be performed. It is an object of the present invention to provide a scum removing device and method that can be finely performed.

請求項1に記載の発明は、前記目的を達成するために、水槽の水面に浮遊するスカムを除去するスカム除去装置において、前記スカムを含むスカム水が流入するトラフと、前記トラフの側壁面に形成された前記スカム水の流入開口に設けられ、該流入開口面積に略対応する大きさに形成されると共に、その下端部を揺動支点として縦向きに揺動することにより前記スカム水の前記トラフへの堰止めと越流とを行う揺動堰と、前記揺動堰を揺動させる揺動堰駆動手段と、を備え、前記揺動堰駆動手段は、内部に空間を形成した前記揺動堰にエアを出し入れすることにより、前記揺動堰を揺動させる機構であることを特徴とするスカム除去装置を提供する。   In order to achieve the above object, the invention according to claim 1 is a scum removing device for removing scum floating on the water surface of a water tank, a trough into which scum water including the scum flows, and a side wall surface of the trough. The scum water is provided in the inflow opening of the formed scum water and is formed in a size substantially corresponding to the area of the inflow opening. Oscillating weirs for damming and overflowing the trough, and oscillating weir driving means for oscillating the oscillating weirs, and the oscillating weir driving means includes the oscillating weirs having a space formed therein. A scum removing device is provided that is a mechanism that swings the rocking weir by putting air in and out of the moving weir.

本発明の請求項1によれば、揺動堰駆動手段により内部に空間を形成した揺動堰にエアを出し入れすることにより、揺動堰を揺動させるようにした。これにより、簡単な構造で揺動堰を揺動させることができる。また、水処理施設には生物学的な処理に使用するエア源があるのが通常であり、このエア源を有効利用することができる。   According to the first aspect of the present invention, the oscillating weir is made to oscillate by putting air into and out of the oscillating weir having a space formed therein by the oscillating weir driving means. Thereby, the rocking weir can be rocked with a simple structure. In addition, the water treatment facility usually has an air source used for biological treatment, and this air source can be used effectively.

請求項2は請求項1において、前記揺動堰は、弾性な袋体の外側に形状維持用の補強部材を設けた構造であり、前記揺動駆動手段から前記揺動堰の内部にエアを出し入れして前記揺動堰の浮力を変えることで揺動することを特徴とする。   A second aspect of the present invention is the first aspect of the present invention, wherein the rocking weir has a structure in which a reinforcing member for maintaining a shape is provided outside an elastic bag body, and air is supplied from the rocking driving means to the inside of the rocking weir. It swings by taking in and out and changing the buoyancy of the swing weir.

請求項2によれば、揺動堰の上端を水面上に出してスカム水を堰止めするときには、揺動堰の内部にエアを入れて揺動堰の浮力を大きくすることで揺動堰が上向きに揺動してその上端が水面から浮き上がるようにする。また、揺動堰の上端を水面下に沈めてスカム水をトラフに越流させるときには、揺動堰内部のエアを抜いて浮力を小さくし揺動堰の重みで揺動堰が下向きに揺動するようにして上端が水面下に沈むようにする。この場合、揺動堰内部から抜くエア量を調整することで、揺動堰の上端が水面下に沈む距離を調整できるので、スカム水がトラフに流入する流入量を精度良く制御できる。   According to claim 2, when the upper end of the oscillating weir is placed on the surface of the water and the scum water is stopped, the oscillating weir is increased by increasing the buoyancy of the oscillating weir by introducing air into the oscillating weir. Swing upward so that its upper end is lifted from the water surface. Also, when sinking the upper end of the oscillating weir below the surface of the water and allowing the scum water to flow over the trough, the oscillating weir swings downward with the weight of the oscillating weir to reduce the buoyancy by removing the air inside the oscillating weir. So that the upper end sinks below the surface of the water. In this case, by adjusting the amount of air extracted from the inside of the oscillating weir, the distance at which the upper end of the oscillating weir sinks below the water surface can be adjusted, so that the inflow amount of the scum water flowing into the trough can be accurately controlled.

請求項3は請求項1において、前記揺動堰は、下端開口部が水面により封止された縦断面コ字型の箱体構造であり、前記揺動駆動手段から前記揺動堰の内部にエアを出し入れして前記揺動堰内部の圧力を調整し、前記水面を押す力を変えることで揺動することを特徴とする。   A third aspect of the present invention is the first aspect of the present invention, wherein the oscillating weir is a box structure having a U-shaped longitudinal section with a lower end opening sealed with a water surface. It swings by adjusting the pressure inside the rocking weir by taking in and out air and changing the force pushing the water surface.

請求項3によれば、揺動堰の上端を水面上に出してスカム水を堰止めするときには、揺動堰の内部にエアを入れて揺動堰内部の圧力を大きくする。これにより、揺動堰下端開口を封止する水面を押す力が大きくなるので、揺動堰が上向きに揺動してその上端が水面から浮き上がる。また、揺動堰の上端を水面下に沈めてスカム水をトラフに越流させるときには、揺動堰内部のエアを抜いて揺動堰内部の圧力を小さくする。これにより、揺動堰下端開口を封止する水面を押す力が小さくなるので、揺動堰が下向きに揺動してその上端が水面下に沈む。この場合、揺動堰内部の圧力を調整することで、揺動堰の上端が水面下に沈む距離を調整できるので、スカム水がトラフに流入する流入量を精度良く制御できる。   According to the third aspect of the present invention, when the upper end of the oscillating weir is placed on the water surface to stop the scum water, air is introduced into the oscillating weir to increase the pressure inside the oscillating weir. Thereby, since the force which pushes the water surface which seals a rocking | fluctuation weir lower end opening becomes large, a rocking | fluctuation weir rocks | fluctuates upward and the upper end floats from a water surface. When the upper end of the oscillating weir is submerged below the surface of the water and the scum water is allowed to flow over the trough, the air inside the oscillating weir is evacuated to reduce the pressure inside the oscillating weir. Thereby, since the force which pushes the water surface which seals rocking | fluctuation dam lower end opening becomes small, a rocking | fluctuation weir rocks | fluctuates downward and the upper end sinks under the water surface. In this case, by adjusting the pressure inside the oscillating weir, the distance that the upper end of the oscillating weir sinks below the water surface can be adjusted, so that the inflow amount of scum water flowing into the trough can be controlled with high accuracy.

請求項4に記載の発明は、請求項1〜3の何れか1の発明において、前記揺動堰には、該揺動堰の上端と水面との距離を測定する距離センサーが備えられていることを特徴とする。   According to a fourth aspect of the present invention, in the invention according to any one of the first to third aspects, the oscillating weir is provided with a distance sensor for measuring a distance between the upper end of the oscillating weir and the water surface. It is characterized by that.

請求項4によれば、揺動堰に、該揺動堰の上端と水面との距離を測定する距離センサーを備えたので、距離センサーの測定結果に基づいて揺動堰から抜くエア量を調整すれば、揺動堰の上端を所望距離だけ正確に水面下に沈めることができる。これにより、トラフに流入するスカム水の流量を精度良く制御することができる。   According to the fourth aspect of the present invention, the oscillating weir is provided with the distance sensor for measuring the distance between the upper end of the oscillating weir and the water surface, so that the amount of air extracted from the oscillating weir is adjusted based on the measurement result of the distance sensor. Then, the upper end of the oscillating weir can be accurately submerged below the water surface by a desired distance. Thereby, the flow rate of the scum water flowing into the trough can be controlled with high accuracy.

更に、請求項5に記載の発明は、前記目的を達成するために、水槽の水面に浮遊するスカムを除去するスカム除去方法において、前記スカムを含むスカム水が流入するトラフの側壁面に形成された前記スカム水の流入開口に略対応する大きさに形成されると共に、その下端部を揺動支点として縦向きに揺動することにより前記スカム水の前記トラフへの堰止めと越流とを行う前記揺動堰の内部に空間を形成したフロート式の揺動堰の上端に設けられた距離センサーにより前記揺動堰の上端と水面との距離を測定し、前記スカム水を越流する場合には、前記距離が水面下で一定範囲内になるように前記揺動堰内のエアを排出して前記揺動堰を下向きに揺動して水没させ、前記スカム水を堰止めする場合には、前記距離が水面上で一定範囲内になるように前記揺動堰内にエアを供給して前記揺動堰を上向きに揺動して浮上させることを特徴とするスカム除去方法を提供する。   Further, in order to achieve the above object, the invention according to claim 5 is a scum removing method for removing scum floating on the water surface of a water tank, and is formed on a side wall surface of a trough into which scum water including the scum flows. The scum water is formed in a size substantially corresponding to the opening of the scum water, and the scum water is dammed to the trough and overflowed by swinging vertically with the lower end portion as a swing fulcrum. When the distance between the upper end of the oscillating weir and the water surface is measured by a distance sensor provided at the upper end of the float-type oscillating weir in which a space is formed inside the oscillating weir, and the scum water is overflowed When the air in the rocking weir is discharged so that the distance is within a certain range below the water surface, the rocking weir is swung downward and submerged, and the scum water is blocked. The distance is within a certain range on the water surface. The supply air within the swing weir provides a scum removal method characterized by floated by upwardly swinging the swinging dam as.

以上説明したように、本発明のスカム除去装置及びその方法によれば、越流堰の揺動を簡単な構造で精度良く行うことができるので、スカムを含むスカム水のトラフへの堰止めと越流とをきめ細かく行うことができる。   As described above, according to the scum removing device and the method of the present invention, the overflow weir can be accurately rocked with a simple structure. It is possible to perform overflowing with great care.

以下添付図面に従って本発明に係るスカム除去装置の好ましい実施の形態について詳説する。   Hereinafter, preferred embodiments of the scum removing device according to the present invention will be described in detail with reference to the accompanying drawings.

図1は本発明の実施の形態に係るスカム除去装置20を、沈殿池10に組み込んだ斜視図である。また、図2はスカム除去装置20を上から見た概略図であり、図3(A)、(B)はトラフと揺動堰との連結部分を説明する縦断面図である。   FIG. 1 is a perspective view in which a scum removing device 20 according to an embodiment of the present invention is incorporated in a sedimentation basin 10. 2 is a schematic view of the scum removing device 20 as viewed from above, and FIGS. 3A and 3B are longitudinal sectional views for explaining a connecting portion between the trough and the swing weir.

スカム除去装置20は、主として沈殿池10の水面に浮遊するスカムを含むスカム水14が流入するトラフ22と、トラフ22の側壁面に形成されたスカム水の流入開口27に設けられ、該流入開口面積に略対応する大きさに形成されると共に、その下端部を揺動支点として縦向きに揺動することによりスカム水のトラフ22への堰止めと越流とを行う揺動堰24と、揺動堰24を揺動させる揺動堰駆動手段40(図5参照)と、で構成される。   The scum removing device 20 is provided in a trough 22 into which scum water 14 including scum floating mainly on the water surface of the sedimentation basin 10 flows, and a scum water inflow opening 27 formed on a side wall surface of the trough 22. An oscillating weir 24 which is formed in a size substantially corresponding to the area and which oscillates and overflows the scum water trough 22 by oscillating vertically with its lower end as an oscillating fulcrum; Oscillating dam driving means 40 (see FIG. 5) for oscillating the oscillating weir 24.

トラフ22は、横断面の形状が凹状に形成されると共に、長さ方向が沈殿池10の横幅と略同じ長さに形成される。トラフ22に流入したスカム水は沈殿池10の一方側の側壁面に形成された排出口32を介して排出流路30に流出される。   The trough 22 is formed to have a concave cross-sectional shape and a length direction substantially the same as the horizontal width of the settling basin 10. The scum water that has flowed into the trough 22 flows out into the discharge channel 30 through the discharge port 32 formed on the side wall surface on one side of the sedimentation basin 10.

また、トラフ22の一方側の側壁面には流入開口27の左右両端部から揺動堰24の揺動方向に突出した第1の側板31、31が一対設けられ、この第1の側板31、31の下部に設けられたヒンジ23に揺動堰24が揺動自在に支持される。更には、揺動堰24の左右両端部には揺動堰24が揺動する際に第1の側板31、31に摺動する第2の側板26、26が一対設けられる。第2の側板26、26は、ヒンジ23を要とした扇形状に形成される。これにより、揺動堰24が揺動したときに、トラフ22の側壁面と揺動堰24との左右両端部の間に形成される扇形状の隙間を塞ぐことができるので、沈殿池の水が揺動堰24の左右両端部から回り込んでトラフ22に流入するのを防止でき、揺動堰24の上端から越流するスカム水のみをトラフ22に流入させることができる。第1の側板31、31と第2の側板26、26との摺動面には、シール部材26A(例えばOリング等)を介在させて揺動堰24が揺動した際の水密性を向上することが好ましい。   In addition, a pair of first side plates 31, 31 protruding in the swinging direction of the swing weir 24 from the left and right end portions of the inflow opening 27 are provided on one side wall surface of the trough 22, and the first side plate 31, A swing weir 24 is swingably supported by a hinge 23 provided at a lower portion of 31. Furthermore, a pair of second side plates 26, 26 that slide on the first side plates 31, 31 when the swing weir 24 swings are provided at both left and right ends of the swing weir 24. The second side plates 26, 26 are formed in a fan shape that requires the hinge 23. Thus, when the swing weir 24 swings, the fan-shaped gap formed between the left and right end portions of the trough 22 and the swing weir 24 can be closed. Can be prevented from flowing into the trough 22 from both left and right ends of the swing weir 24, and only the scum water overflowing from the upper end of the swing weir 24 can flow into the trough 22. Improve water tightness when the oscillating weir 24 oscillates with a seal member 26A (for example, an O-ring) interposed between the sliding surfaces of the first side plates 31 and 31 and the second side plates 26 and 26. It is preferable to do.

また、一対からなる第1の側板31、31と第2の側板26、26との外側には、揺動堰24が揺動した際にトラフ22の側壁面と揺動堰24との左右両端部の間に形成される前述の扇形状の隙間を塞ぐ蛇腹部材28が設けられている。これによって、沈殿池10の水が揺動堰24の左右両端部から回り込んでトラフ22に流入するのを一層防止できる。更には、ヒンジ23にスカムやその他の付着物が付着して揺動堰24の揺動を阻害しないように、図3(A)及び(B)に示すように、ヒンジ23をカバー25で覆うことが好ましい。   In addition, on the outside of the pair of first side plates 31 and 31 and the second side plates 26 and 26, the left and right ends of the side wall surface of the trough 22 and the swing weir 24 when the swing weir 24 swings. A bellows member 28 for closing the aforementioned fan-shaped gap formed between the portions is provided. As a result, it is possible to further prevent the water in the sedimentation basin 10 from flowing into the trough 22 from the left and right ends of the rocking weir 24. Further, as shown in FIGS. 3A and 3B, the hinge 23 is covered with a cover 25 so that scum and other deposits adhere to the hinge 23 and do not hinder the swing of the swing weir 24. It is preferable.

そして、図3(A)及び(B)から分かるように、揺動堰24はヒンジ23を揺動支点として揺動することにより、スカム水のトラフ22への堰止めと越流とを行う。即ち、沈殿池10の水面にスカムが溜まっていないときには、図3(A)に示したように、揺動堰の上端が水面よりも高い位置になるように揺動堰24を揺動させる。そうすることで、スカム除去装置20のトラフ22にスカム水14が流入することを防いでいる。一方、スカムが水面に溜まったときには、図3(B)に示したように、揺動堰24の上端が水面よりも低い位置になるように揺動堰24を揺動させる。そうすることで、スカム除去装置20のトラフ22にスカム水14が流入するので水面に浮遊するスカムを沈殿池10から取り除くことができる。トラフ22に流入したスカム水14は、排出流路30によって外部に排出され、不図示の外部装置によりスカムを分離し、スカムが分離された水は再び沈殿池10に戻される。   As can be seen from FIGS. 3A and 3B, the swing weir 24 swings around the hinge 23 as a swing fulcrum to stop and overflow the scum water to the trough 22. That is, when no scum is accumulated on the water surface of the sedimentation basin 10, the swing weir 24 is swung so that the upper end of the swing weir is higher than the water surface as shown in FIG. By doing so, the scum water 14 is prevented from flowing into the trough 22 of the scum removing device 20. On the other hand, when the scum accumulates on the water surface, the oscillating weir 24 is oscillated so that the upper end of the oscillating weir 24 is lower than the water surface, as shown in FIG. By doing so, since the scum water 14 flows into the trough 22 of the scum removing device 20, the scum floating on the water surface can be removed from the sedimentation basin 10. The scum water 14 that has flowed into the trough 22 is discharged to the outside through the discharge passage 30, and the scum is separated by an external device (not shown), and the water from which the scum has been separated is returned to the sedimentation basin 10 again.

また、図1及び図2に示すように、沈殿池10内における揺動堰24の左右両端部の近傍には、スカム水14の流れを揺動堰24の左右両端側から中央側にガイドするガイド板34を設けることが好ましい。これは、沈殿池10の側壁12と蛇腹部材28との隙間にスカムが入り込み、スカムが蛇腹部材28に付着すると、蛇腹部材28の伸縮動作を阻害するので、揺動堰24の揺動に支障をきたしてしまうからである。本発明の実施の形態では、ガイド板34を設けるようにしたので、揺動堰24両端部と側壁12との隙間にスカムが入り込むのを防止できる。更に、ガイド板34の下部(水中)にエアを曝気する曝気管37を設けることが好ましい。この曝気管37におけるエアの曝気向きは揺動堰24の両端部側から中央部側への水流が形成されるように配置することが好ましい。このようにエアを水中に曝気することで、ガイド板34付近に集まったスカムをエアの勢いによって揺動堰24の両端側から中央側に追いやることができるので、更に、フラップ24両端部と壁12との隙間にスカムが入り込んでしまうことを防ぐことができる。エアはエア配管を介して供給するが、水処理設備にある曝気槽において用いているエアを好適に利用することができる。   Further, as shown in FIGS. 1 and 2, the flow of the scum water 14 is guided from the left and right ends of the oscillating weir 24 to the center in the vicinity of the left and right ends of the oscillating weir 24 in the sedimentation basin 10. A guide plate 34 is preferably provided. This is because if the scum enters the gap between the side wall 12 of the sedimentation basin 10 and the bellows member 28 and the scum adheres to the bellows member 28, the expansion and contraction of the bellows member 28 is obstructed. It is because it will come. In the embodiment of the present invention, since the guide plate 34 is provided, it is possible to prevent scum from entering the gap between the both ends of the rocking weir 24 and the side wall 12. Furthermore, it is preferable to provide an aeration tube 37 for aerating air below the guide plate 34 (underwater). The aeration direction of the air in the aeration pipe 37 is preferably arranged so that a water flow is formed from both ends of the oscillating weir 24 toward the center. By aeration of air into the water in this way, the scum gathered in the vicinity of the guide plate 34 can be driven from the both ends of the oscillating weir 24 to the center by the force of the air. It is possible to prevent the scum from entering the gap between the first and second members. Although air is supplied via an air pipe, the air used in the aeration tank in the water treatment facility can be suitably used.

図4〜図7は、本発明に係るスカム除去装置20における揺動堰24の構造と、該揺動堰24を揺動させるための揺動堰駆動手段40の揺動機構を説明したものである。尚、以下図1〜図3の実施の形態と同一の部材については、同様の符号を附してその説明を省略する。   4 to 7 illustrate the structure of the rocking weir 24 in the scum removing device 20 according to the present invention and the rocking mechanism of the rocking weir driving means 40 for rocking the rocking weir 24. is there. In addition, about the member same as embodiment of FIGS. 1-3 below, the same code | symbol is attached | subjected and the description is abbreviate | omitted.

図4に示すように、揺動堰24は、下端開口部が水面により封止された縦断面コ字型の箱体構造である。そして、揺動堰24の上部に形成されたエア供給口60にエアホース62の一端が接続されると共に他端がコンプレッサ64に接続される。エアホース62の途中には三方バルブ66が設けられ、三方バルブ66は、揺動堰24のエア供給口60とコンプレッサ64とを連通させて揺動堰24の内部にエアを供給する第1の切換と、揺動堰24のエア供給口60と大気とを連通させて揺動堰内部のエアを排出する第2の切換との2つの切り換えを行う。   As shown in FIG. 4, the oscillating weir 24 is a box structure having a U-shaped longitudinal section in which a lower end opening is sealed by a water surface. One end of an air hose 62 is connected to the air supply port 60 formed in the upper part of the swing weir 24 and the other end is connected to the compressor 64. A three-way valve 66 is provided in the middle of the air hose 62, and the three-way valve 66 communicates the air supply port 60 of the oscillating weir 24 and the compressor 64 to supply air into the oscillating weir 24. And a second switching for discharging the air inside the rocking weir by communicating the air supply port 60 of the rocking weir 24 with the atmosphere.

また、揺動堰24の先端上面には、揺動堰を水面下に水没させたときの水面までの距離を測定する距離センサー68が設けられ、距離センサー68で測定されたデータはコントローラ69に送信される。コントローラ69では、予め揺動堰24の上端を水面下に沈める設定距離と、距離センサー68で測定された測定値とを比較し、測定値が設定距離になるようにコンプレッサ64から揺動堰24の内部に供給するエア量を調整する。尚、空気を入れない状態での揺動堰24の重さは水よりも重いことが必要である。   Further, a distance sensor 68 for measuring the distance to the water surface when the oscillating weir is submerged below the water surface is provided on the top surface of the oscillating weir 24, and the data measured by the distance sensor 68 is sent to the controller 69. Sent. The controller 69 compares the set distance in which the upper end of the oscillating weir 24 is submerged in advance with the measured value measured by the distance sensor 68, and the oscillating dam 24 is supplied from the compressor 64 so that the measured value becomes the set distance. Adjust the amount of air supplied to the inside. It should be noted that the weight of the oscillating weir 24 in a state where no air is introduced needs to be heavier than water.

次に、上記の如く構成した揺動堰と揺動堰駆動手段40を用いて、スカム水がトラフ22に流入しないように堰止めする場合と、スカム水をトラフ22に越流させる場合について説明する。   Next, description will be made on the case where the scum water is prevented from flowing into the trough 22 and the case where the scum water is allowed to overflow into the trough 22 using the oscillating weir and the oscillating weir driving means 40 configured as described above. To do.

図5(A)は、堰止めしてスカム水がトラフ22に流入しないようにする場合であり、三方バルブをエア供給側(第1の切換側)に切り換えて、コンプレッサ64からエアを揺動堰24の内部に供給して、揺動堰24内部の圧力を高める。これにより、揺動堰下端開口を封止する水面を押す力が大きくなるので、揺動堰24が上向きに揺動して揺動堰24の上端が水面から浮き上がる。   FIG. 5A shows a case where scum water is prevented from flowing into the trough 22 by switching the three-way valve to the air supply side (first switching side), and the air from the compressor 64 is swung. Supply to the inside of the weir 24 to increase the pressure inside the rocking weir 24. Thereby, since the force which pushes the water surface which seals rocking | fluctuation dam lower end opening becomes large, the rocking | fluctuation weir 24 rock | fluctuates upwards and the upper end of the rocking | fluctuation weir 24 floats from a water surface.

図5(B)は、スカム水をトラフ22に越流させる場合であり、三方バルブを排出側に切り換えて、揺動堰内部のエアが排出されるようにする。また、揺動堰24の上端を水面下に沈めてスカム水をトラフに越流させるときには、三方バルブ66を揺動堰24内部からエアを排出する排出側(第2の切換側)に切り換えて、揺動堰24内部のエアを抜いて揺動堰24内部の圧力を小さくする。これにより、揺動堰下端開口を封止する水面を押す力が小さくなるので、揺動堰24自体の重みで下向きに揺動して揺動堰の上端が水面下に沈む。このときに、揺動堰24に設けた距離センサー68で水面までの距離を測定し、測定値が設定距離に一致するように、揺動堰24から抜くエア量を調整する。これにより、揺動堰24の上端を常に一定の水面下に位置させることができるので、トラフ22に流入するスカム水の流入量を一定にすることができる。   FIG. 5 (B) shows a case where the scum water is caused to overflow into the trough 22, and the three-way valve is switched to the discharge side so that the air inside the oscillating weir is discharged. Further, when the upper end of the oscillating weir 24 is submerged below the surface of the water and the scum water is allowed to flow over the trough, the three-way valve 66 is switched to the discharge side (second switching side) that discharges air from the oscillating weir 24 inside. Then, the air inside the oscillating weir 24 is removed to reduce the pressure inside the oscillating weir 24. As a result, the force pushing the water surface sealing the lower end of the swing weir is reduced, so that it swings downward by the weight of the swing weir 24 itself and the upper end of the swing weir sinks below the water surface. At this time, the distance to the water surface is measured by the distance sensor 68 provided on the rocking weir 24, and the amount of air drawn from the rocking weir 24 is adjusted so that the measured value matches the set distance. As a result, the upper end of the oscillating weir 24 can always be positioned below a certain level of water, so that the amount of scum water flowing into the trough 22 can be made constant.

上記の場合、揺動堰24に距離センサー68を設けて、揺動堰24の上端を水面下に沈める距離を制御するようにしたが、図6のように制御することもできる。即ち、トラフ22内に浮き70を設けると共に、浮き70を棒部材71を介して上方に配置した移動量測定器72に接続し、移動量測定器72はトラフ22内の水位の変動量を浮き70の上下動の移動量によって検出する。そして、この検出結果を信号等により揺動堰駆動手段に出力し、揺動堰駆動手段は測定信号に基づいて浮き70が予め設定した位置で停止するように揺動堰の揺動量を調整する。これにより、トラフ22に流入するスカム水14の流入量を常に一定に制御することができる。   In the above case, the distance sensor 68 is provided in the oscillating weir 24 to control the distance at which the upper end of the oscillating weir 24 is submerged below the water surface. However, the distance can be controlled as shown in FIG. That is, the float 70 is provided in the trough 22 and the float 70 is connected to the movement amount measuring device 72 disposed above via the rod member 71, and the movement amount measuring device 72 floats the fluctuation amount of the water level in the trough 22. It is detected by the amount of movement of 70 vertical movement. Then, the detection result is output to the oscillating weir driving means by a signal or the like, and the oscillating weir driving means adjusts the oscillating amount of the oscillating weir so that the float 70 stops at a preset position based on the measurement signal. . Thereby, the inflow amount of the scum water 14 flowing into the trough 22 can be always controlled to be constant.

図7は、揺動堰24の構造と、該揺動堰24を揺動させるための揺動堰駆動手段40の揺動機構を説明した別の態様を説明する断面図である。   FIG. 7 is a cross-sectional view for explaining another mode for explaining the structure of the rocking weir 24 and the rocking mechanism of the rocking weir driving means 40 for rocking the rocking weir 24.

図7に示すように、揺動堰24は、弾性な袋体73、例えばゴム性の浮き袋の外側に、四角形状な揺動堰24の形状を維持するための形状維持用の補強板74を設けた構造である。そして、揺動堰24の上部に形成されたエア供給口60にエアホース62の一端が接続されると共に他端がコンプレッサ64に接続される。エアホース62の途中には三方バルブ66が設けられ、三方バルブ66は、揺動堰24のエア供給口60とコンプレッサ64とを連通させて揺動堰24の内部にエアを供給する第1の切換と、揺動堰24のエア供給口60と大気とを連通させて揺動堰内部のエアを排出する第2の切換との2つの切り換えを行う。   As shown in FIG. 7, the oscillating weir 24 has a shape-maintaining reinforcing plate 74 for maintaining the shape of the rectangular oscillating weir 24 on the outside of an elastic bag 73, for example, a rubber floating bag. This is the structure provided. One end of an air hose 62 is connected to the air supply port 60 formed in the upper part of the swing weir 24 and the other end is connected to the compressor 64. A three-way valve 66 is provided in the middle of the air hose 62, and the three-way valve 66 communicates the air supply port 60 of the oscillating weir 24 and the compressor 64 to supply air into the oscillating weir 24. And a second switching for discharging the air inside the rocking weir by communicating the air supply port 60 of the rocking weir 24 with the atmosphere.

また、図7には示さなかったが、上述した距離センサー68、コントローラ69を設けてもよい。   Although not shown in FIG. 7, the above-described distance sensor 68 and controller 69 may be provided.

図7の実施の形態によれば、揺動堰24の上端を水面上に出してスカム水を堰止めするときには、揺動堰24の内部にエアを入れて揺動堰24の浮力を大きくすることで揺動堰24が上向きに揺動してその上端が水面から浮き上がるようにする。また、揺動堰24の上端を水面下に沈めてスカム水をトラフ22に越流させるときには、揺動堰24内部のエアを抜いて浮力を小さくし揺動堰24の重みで下向きに揺動して水面下に沈むようにする。この場合、揺動堰内部から抜くエア量を調整することで、揺動堰の上端が水面下に沈む距離を調整できるので、スカム水がトラフに流入する流入量を精度良く制御できる。尚、空気を入れない状態での揺動堰24の重さは水よりも重いことが必要である。   According to the embodiment of FIG. 7, when the upper end of the oscillating weir 24 is put out on the water surface to dam the scum water, air is introduced into the oscillating weir 24 to increase the buoyancy of the oscillating weir 24. As a result, the swing weir 24 swings upward so that the upper end of the swing weir 24 rises from the water surface. Further, when the upper end of the oscillating weir 24 is submerged below the surface of the water and the scum water is allowed to overflow into the trough 22, the air inside the oscillating weir 24 is evacuated to reduce the buoyancy and swing downward with the weight of the oscillating weir 24. And let it sink below the surface of the water. In this case, by adjusting the amount of air extracted from the inside of the oscillating weir, the distance at which the upper end of the oscillating weir sinks below the water surface can be adjusted, so that the inflow amount of the scum water flowing into the trough can be accurately controlled. It should be noted that the weight of the oscillating weir 24 in a state where no air is introduced needs to be heavier than water.

図8は、揺動堰24を駆動させる動力源としてエアを使用した応用例であり、揺動堰24自体にはエアを出し入れしないが、トラフ22と揺動堰24との間に取り付けられたバルーン76にエアを出し入れすることによって揺動堰24を揺動させる形態である。   FIG. 8 shows an application example in which air is used as a power source for driving the oscillating weir 24, and air is not taken into and out of the oscillating weir 24 itself, but is attached between the trough 22 and the oscillating weir 24. In this embodiment, the oscillating weir 24 is oscillated by taking air into and out of the balloon 76.

本発明の実施の形態に係るスカム除去装置の斜視図。The perspective view of the scum removal apparatus which concerns on embodiment of this invention. 本発明の実施の形態に係るスカム除去装置を上面から見た概略図。Schematic which looked at the scum removal apparatus which concerns on embodiment of this invention from the upper surface. トラフと揺動堰との連結部分を説明する説明図。Explanatory drawing explaining the connection part of a trough and a rocking weir. 本発明の第1の実施の形態に係るスカム除去装置の説明図。Explanatory drawing of the scum removal apparatus which concerns on the 1st Embodiment of this invention. 本発明の第1の実施の形態に係るスカム除去装置の説明図。Explanatory drawing of the scum removal apparatus which concerns on the 1st Embodiment of this invention. 本発明の第1の実施の形態に係るスカム除去装置の説明図。Explanatory drawing of the scum removal apparatus which concerns on the 1st Embodiment of this invention. 本発明の第2の実施の形態に係るスカム除去装置の説明図。Explanatory drawing of the scum removal apparatus which concerns on the 2nd Embodiment of this invention. 本発明の第3の実施の形態に係るスカム除去装置の説明図。Explanatory drawing of the scum removal apparatus which concerns on the 3rd Embodiment of this invention.

符号の説明Explanation of symbols

10…沈殿池、12…壁、14…スカム水、20…スカム除去装置、22…トラフ、23…ヒンジ、24…揺動堰、25…カバー、26…第2の側板、27…流入開口、28…蛇腹部材、29…ピン、30…排出流路、31…第1の側板、32…排出口、34…ガイド板、37…曝気管、60…エア供給口、62…エアホース、64…コンプレッサ、66…三方バルブ、68…距離センサー、69…コントローラ、70…浮き、72…棒部材、74…移動量測定器、71…棒部材、72…移動量測定器、73…袋体、74…補強板、76…バルーン
DESCRIPTION OF SYMBOLS 10 ... Sedimentation basin, 12 ... Wall, 14 ... Scum water, 20 ... Scum removal apparatus, 22 ... Trough, 23 ... Hinge, 24 ... Swing weir, 25 ... Cover, 26 ... 2nd side plate, 27 ... Inflow opening, 28 ... bellows member, 29 ... pin, 30 ... discharge channel, 31 ... first side plate, 32 ... discharge port, 34 ... guide plate, 37 ... aeration pipe, 60 ... air supply port, 62 ... air hose, 64 ... compressor , 66 ... Three-way valve, 68 ... Distance sensor, 69 ... Controller, 70 ... Floating, 72 ... Bar member, 74 ... Movement amount measuring device, 71 ... Bar member, 72 ... Movement amount measuring device, 73 ... Bag body, 74 ... Reinforcing plate, 76 ... balloon

Claims (5)

水槽の水面に浮遊するスカムを除去するスカム除去装置において、
前記スカムを含むスカム水が流入するトラフと、
前記トラフの側壁面に形成された前記スカム水の流入開口に設けられ、該流入開口面積に略対応する大きさに形成されると共に、その下端部を揺動支点として縦向きに揺動することにより前記スカム水の前記トラフへの堰止めと越流とを行う揺動堰と、
前記揺動堰を揺動させる揺動堰駆動手段と、を備え、
前記揺動堰駆動手段は、内部に空間を形成した前記揺動堰にエアを出し入れすることにより、前記揺動堰を揺動させる機構であることを特徴とするスカム除去装置。
In the scum removal device that removes scum floating on the water surface of the aquarium,
A trough into which scum water including the scum flows,
Provided in the inflow opening of the scum water formed on the side wall surface of the trough, is formed in a size substantially corresponding to the area of the inflow opening, and swings vertically with its lower end as a swing fulcrum. An oscillating weir that dams and overflows the scum water to the trough,
Oscillating dam driving means for oscillating the oscillating weir,
The scum removing device, wherein the oscillating weir driving means is a mechanism that oscillates the oscillating weir by putting air into and out of the oscillating weir having a space formed therein.
前記揺動堰は、弾性な袋体の外側に形状維持用の補強部材を設けた構造であり、前記揺動駆動手段から前記揺動堰の内部にエアを出し入れして前記揺動堰の浮力を変えることで揺動することを特徴とする請求項1に記載のスカム除去装置。   The oscillating weir has a structure in which a reinforcing member for maintaining the shape is provided on the outside of the elastic bag body, and the buoyancy of the oscillating weir is obtained by taking air into and out of the oscillating weir from the oscillating driving means. 2. The scum removing device according to claim 1, wherein the scum removing device swings by changing. 前記揺動堰は、下端開口部が水面により封止された縦断面コ字型の箱体構造であり、前記揺動駆動手段から前記揺動堰の内部にエアを出し入れして前記揺動堰内部の圧力を調整し、前記水面を押す力を変えることで揺動することを特徴とする請求項1に記載のスカム除去装置。   The oscillating weir is a box structure having a U-shaped vertical cross-section with a lower end sealed by a water surface, and air is taken in and out of the oscillating weir from the oscillating driving means. The scum removing device according to claim 1, wherein the scum removing device swings by adjusting an internal pressure and changing a force pushing the water surface. 前記揺動堰には、該揺動堰の上端と水面との距離を測定する距離センサーが備えられていることを特徴とする請求項1〜3の何れかに記載のスカム除去装置。   The scum removing device according to any one of claims 1 to 3, wherein the oscillating weir is provided with a distance sensor for measuring a distance between an upper end of the oscillating weir and a water surface. 水槽の水面に浮遊するスカムを除去するスカム除去方法において、
前記スカムを含むスカム水が流入するトラフの側壁面に形成された前記スカム水の流入開口に略対応する大きさに形成されると共に、その下端部を揺動支点として縦向きに揺動することにより前記スカム水の前記トラフへの堰止めと越流とを行う前記揺動堰の内部に空間を形成したフロート式の揺動堰の上端に設けられた距離センサーにより前記揺動堰の上端と水面との距離を測定し、
前記スカム水を越流する場合には、前記距離が水面下で一定範囲内になるように前記揺動堰内のエアを排出して前記揺動堰を下向きに揺動して水没させ、
前記スカム水を堰止めする場合には、前記距離が水面上で一定範囲内になるように前記揺動堰内にエアを供給して前記揺動堰を上向きに揺動して浮上させることを特徴とするスカム除去方法。

In the scum removal method of removing scum floating on the water surface of the aquarium,
The scum containing the scum is formed in a size substantially corresponding to the inflow opening of the scum water formed on the side wall surface of the trough into which the scum water flows and swings vertically with the lower end portion as a swing fulcrum By means of a distance sensor provided at the upper end of a float-type oscillating weir that forms a space inside the oscillating weir for damming and overflowing the scum water to the trough, Measure the distance to the water surface,
When overflowing the scum water, the air in the rocking weir is discharged so that the distance is within a certain range below the water surface, the rocking weir is swung downward and submerged,
When damming the scum water, air is supplied into the oscillating weir so that the distance is within a certain range on the water surface, and the oscillating weir is oscillated upward to float. A characteristic scum removal method.

JP2005288666A 2005-09-30 2005-09-30 Scum removing device and method Expired - Fee Related JP4449877B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018206840A1 (en) * 2017-05-08 2018-11-15 Finnchain Oy Method and apparatus for removal of surface scum

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018206840A1 (en) * 2017-05-08 2018-11-15 Finnchain Oy Method and apparatus for removal of surface scum
EP3621924A4 (en) * 2017-05-08 2021-01-13 Finnchain Oy Method and apparatus for removal of surface scum
US11090582B2 (en) 2017-05-08 2021-08-17 Finnchain Oy Method and apparatus for removal of surface scum

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