JP2007098216A - Apparatus for removing scum and its method - Google Patents

Apparatus for removing scum and its method Download PDF

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JP2007098216A
JP2007098216A JP2005288670A JP2005288670A JP2007098216A JP 2007098216 A JP2007098216 A JP 2007098216A JP 2005288670 A JP2005288670 A JP 2005288670A JP 2005288670 A JP2005288670 A JP 2005288670A JP 2007098216 A JP2007098216 A JP 2007098216A
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water
scum
weir
oscillating
trough
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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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Hitachi Plant Technologies Ltd
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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: a trough 22 into which scum water 14 flows; a float type 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 includes a water storage tank 84 placed above the swing dam 24, water level adjustment means 80 for adjusting the water level of the water storage tank 84, and a hydraulic cylinder 86 connecting the bottom part of the water storage tank 84 with the upper end part of the swing dam 24 so as to be freely stretched and applying the water pressure of the water storage tank 84 to the upper end part of the swing dam 24. <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、揺動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 to solve such a problem, and since the swinging weir can be swung accurately with a simple structure, it is possible to prevent scum water containing the scum from damming and overflowing the trough. 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フロート式の揺動堰と、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、前記揺動堰の上方に配設された貯水槽と、前記貯水槽の水位を調整する水位調整手段と、前記貯水槽の底部と前記フロート式の揺動堰の上端部とを伸縮自在に連結すると共に、前記貯留槽の水圧を前記揺動堰上端部に付与する水圧シリンダ手段と、を含む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. A float-type oscillating weir for damming and overflowing the trough, and oscillating dam driving means for oscillating the oscillating weir, the oscillating weir driving means comprising: A water storage tank disposed above, a water level adjusting means for adjusting the water level of the water storage tank, a bottom part of the water storage tank and an upper end part of the float-type oscillating weir are telescopically connected, and the storage Water that gives the tank water pressure to the upper end of the rocking weir Providing scum removing apparatus characterized by comprising a cylinder means.

また、請求項2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フロート式の揺動堰の上端部と、該上端部よりも上方に配置された貯水槽とを水圧シリンダ手段を介して連結し、前記スカム水を越流する場合には、前記貯水槽の水位を上昇して前記水圧シリンダに付与される水圧を前記揺動堰の浮力よりも大きくして前記水圧シリンダを伸長動作させることにより、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、前記貯水槽の水位を下降して前記水圧シリンダに付与される水圧を前記揺動堰の浮力よりも小さくして前記水圧シリンダを縮動作させることにより、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。   In order to achieve the above object, the invention according to claim 2 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 upper end of the float-type oscillating weir to be connected and the water tank disposed above the upper end are connected via hydraulic cylinder means, and when the scum water is overflowed, By raising the water level and making the hydraulic pressure applied to the hydraulic cylinder larger than the buoyancy of the oscillating weir to extend the hydraulic cylinder, the oscillating weir is swung downward and submerged, Damping scum water In this case, the oscillating weir is moved upward by lowering the water level of the water storage tank and reducing the water pressure applied to the hydraulic cylinder below the buoyancy of the oscillating weir to cause the hydraulic cylinder to contract. Provided is a scum removal method characterized by swinging and floating.

本発明によれば、揺動堰自体の構造又は材質を水に浮くフロート式とし、貯水槽の水位を調整することで水圧シリンダ手段を介して揺動堰の上端に付与される水圧が異なるようにした。これにより、貯水槽の水位を低くすれば、揺動堰上端に付与される水圧が小さくなり、水圧よりも揺動堰の浮力の方が大きくなるので、水圧シリンダ手段が縮動作して揺動堰の上端は水面から出る。   According to the present invention, the structure or material of the oscillating weir itself is a float type that floats on water, and the water pressure applied to the upper end of the oscillating weir via the hydraulic cylinder means varies by adjusting the water level of the water storage tank. I made it. As a result, if the water level of the water storage tank is lowered, the water pressure applied to the upper end of the oscillating weir becomes smaller, and the buoyancy of the oscillating weir becomes larger than the water pressure. The top of the weir comes out of the water surface.

また、貯水槽の水位を高くすれば、揺動堰上端に付与される水圧が大きくなり、水圧が揺動堰の浮力よりも大きくなるので、水圧シリンダ手段が伸び動作して揺動堰の上端は水面下に沈む。   Also, if the water level in the water storage tank is increased, the water pressure applied to the upper end of the oscillating weir increases, and the water pressure becomes larger than the buoyancy of the oscillating weir. Sinks below the surface of the water.

従って、予め貯水槽の水位と揺動堰の上下方向の揺動量との関係を把握しておけば、貯水槽の水位を調整するだけで、揺動堰の揺動を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。   Therefore, if the relationship between the water level of the water storage tank and the rocking amount of the rocking weir in the vertical direction is grasped in advance, the rocking weir can be rocked with high precision simply by adjusting the water level of the water tank. Therefore, the damming and overflowing of the scum water including the scum to the trough can be performed finely.

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、揺動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 apparatus and method of the present invention, the oscillating weir can be oscillated with high accuracy with a simple structure. It is possible to carry out the overflowing in detail.

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、揺動堰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 aerating air into the water in this way, the scum gathered in the vicinity of the guide plate 34 can be driven from the both end sides of the swing weir 24 to the center side by the force of the air. And scum can be prevented from entering the gap between the wall 12 and the wall 12. 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6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 6 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 drive 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〜図6に示すように、揺動堰24は、水に浮くフロート式構造になっており、揺動堰24上端部に設けられた長孔24Aに、水圧シリンダ86のロッド86Aの先端部が取り付けられている。このようにすることで、揺動堰24は、ロッド86Aの伸縮動作に追従し、縦向きに揺動することができる。   As shown in FIGS. 4 to 6, the oscillating weir 24 has a float type structure that floats on water, and the tip of the rod 86 </ b> A of the hydraulic cylinder 86 is inserted into the long hole 24 </ b> A provided at the upper end of the oscillating weir 24. Part is attached. By doing in this way, the rocking weir 24 can follow the expansion / contraction operation of the rod 86A and can rock vertically.

また、水圧シリンダ86は、貯水槽84に繋がっており、貯水槽84に溜めた水98の圧力を受け、貯水槽84の水位を変えることで水圧とフロート式構造の揺動堰の浮力との関係によりロッド86Aが上下方向に伸縮する。そして、貯水槽84には水位を調整する水位調整手段80が設けられている。水位調整手段80として、貯水槽84には、配管92が繋がれており、ポンプ94によって水98を貯留槽82に流すことができる。また、貯留槽82の水98もポンプ90によって配管88を通して貯水槽84に流すことができる。更に、貯水槽84にはコの字型の配管96が、貯水槽84の高さ(深さ)よりも低い位置に管があるように設置されており、貯留槽82へと繋がっている。尚、貯水槽84は、揺動堰24よりも高い位置に設けられている。   Further, the hydraulic cylinder 86 is connected to the water storage tank 84, receives the pressure of the water 98 accumulated in the water storage tank 84, and changes the water level of the water storage tank 84 so that the water pressure and the buoyancy of the oscillating weir of the float type structure can be reduced. Depending on the relationship, the rod 86A expands and contracts in the vertical direction. The water storage tank 84 is provided with a water level adjusting means 80 for adjusting the water level. As the water level adjusting means 80, a pipe 92 is connected to the water storage tank 84, and water 98 can be flowed to the storage tank 82 by the pump 94. Further, the water 98 in the storage tank 82 can also flow into the water storage tank 84 through the pipe 88 by the pump 90. Further, a U-shaped pipe 96 is installed in the water storage tank 84 so that the pipe is located at a position lower than the height (depth) of the water storage tank 84, and is connected to the storage tank 82. The water storage tank 84 is provided at a position higher than the swing weir 24.

次に、上記の如く構成した揺動堰24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, with respect to the case where the scum water is prevented from flowing into the trough 22 using the oscillating weir 24 and the oscillating weir driving means 40 configured as described above, and the case where the scum water is allowed to overflow into the trough 22. explain.

図4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、貯水槽84には、水位がaの高さまで満たされている。貯水槽84は揺動堰24よりも高い位置にあるので、貯水槽84の水位を変化させることでシリンダ86にかかる圧力を変化させることができる。水位をaよりも低くすれば揺動堰24にかかる圧力が小さくなり揺動堰24は浮力により上向きに揺動しその上端が水面から浮き上がり、逆に水位をaよりも高くすれば揺動堰24にかかる圧力が大きくなり揺動堰24は下向きに揺動してその上端が水面下に沈む。沈殿池10のスカム水14の量は常に変化するが、沈殿池10の水位によって貯水槽84の水位を変えることで揺動堰24の揺動を変えることができるので、スカム水14を流入する時以外は常に揺動堰24上端が水面から浮き上がらせることができる。但し、予備実験により、予め貯水槽84の水位と揺動堰24の上下方向の揺動量との関係を把握しておく必要がある。   FIG. 4 shows a case where scum water is prevented from flowing into the trough 22 by damming, and the water tank 84 is filled up to the height of a. Since the water storage tank 84 is located higher than the swing weir 24, the pressure applied to the cylinder 86 can be changed by changing the water level of the water storage tank 84. If the water level is lower than a, the pressure applied to the oscillating weir 24 will be reduced, and the oscillating weir 24 will oscillate upward due to buoyancy, and its upper end will be lifted from the water surface. As the pressure applied to 24 increases, the swing weir 24 swings downward and its upper end sinks below the water surface. Although the amount of the scum water 14 in the settling basin 10 always changes, the swing of the oscillating weir 24 can be changed by changing the water level of the water storage tank 84 depending on the water level of the settling basin 10, so that the scum water 14 flows in. The upper end of the oscillating weir 24 can always be lifted from the water surface except at times. However, it is necessary to grasp the relationship between the water level of the water storage tank 84 and the amount of rocking of the rocking weir 24 in the vertical direction by preliminary experiments.

図5は、スカム水をトラフ22に越流させる場合であり、貯留槽82の水98がポンプ90を作動させることで配管88を通して貯水槽84へと送られる。貯水槽84の水位bは元の水位aよりも高くなるので、揺動堰24は更に大きな水圧を受け、下向きに揺動してその上端が水面下に沈む。よって、スカム水14はトラフ22へと流入する。   FIG. 5 shows a case where the scum water is caused to overflow into the trough 22, and the water 98 in the storage tank 82 is sent to the water storage tank 84 through the pipe 88 by operating the pump 90. Since the water level b of the water storage tank 84 is higher than the original water level a, the rocking weir 24 receives a larger water pressure, rocks downward, and its upper end sinks below the water surface. Therefore, the scum water 14 flows into the trough 22.

尚、ポンプ90、94の一連の作動に関しては、スカム除去を定期的に行なう場合にはタイマー(不図示)によってポンプ90、94を作動させるように予めセットしておくと良い。   As for a series of operations of the pumps 90 and 94, when scum removal is performed periodically, it is preferable to set the pumps 90 and 94 in advance by a timer (not shown).

更に、図6は、図5の貯水槽84の水位bよりも更に高くなる場合を示したものである。水位が更に高くなりシリンダ86から揺動堰24にかかる圧力が大きくなりすぎると揺動堰24が沈みすぎてしまいトラフ22と揺動堰24とを繋ぐヒンジ23が壊れてしまう等の不具合がある。図6に示すように配管96の最も高い位置をcの位置に配置することで、いわゆるサイフォン現象によって水位がcを超えそうになった場合には配管96から貯留槽82に水98が送られるので、揺動堰24にかかる圧力が大きくなりすぎることを防止することができる。   Furthermore, FIG. 6 shows the case where it becomes higher than the water level b of the water storage tank 84 of FIG. If the water level becomes higher and the pressure applied from the cylinder 86 to the swing weir 24 becomes too high, the swing weir 24 will sink too much and the hinge 23 connecting the trough 22 and the swing weir 24 will be broken. . As shown in FIG. 6, by placing the highest position of the pipe 96 at the position c, when the water level is likely to exceed c due to the so-called siphon phenomenon, water 98 is sent from the pipe 96 to the storage tank 82. Therefore, it is possible to prevent the pressure applied to the rocking weir 24 from becoming too large.

以上のように、予め貯水槽の水位と揺動堰の上下方向の揺動量との関係を把握しておけば、貯水槽の水位を調整するだけで、揺動堰の揺動を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, if the relationship between the water level of the water storage tank and the amount of rocking in the vertical direction of the rocking weir is known in advance, the rocking weir can be rocked accurately by simply adjusting the water level of the water tank. Therefore, it is possible to finely perform damming and overflowing of the scum water including the scum to the trough.

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. 本発明に係るスカム除去装置における揺動堰駆動手段の斜視図。The perspective view of the rocking | fluctuation weir drive means in the scum removal apparatus which concerns on this invention. 本発明に係るスカム除去装置における揺動堰駆動手段の斜視図。The perspective view of the rocking | fluctuation weir drive means in the scum removal apparatus which concerns on this invention. 本発明に係るスカム除去装置における揺動堰駆動手段の斜視図。The perspective view of the rocking | fluctuation weir drive means in the scum removal apparatus which concerns on 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、24A…長孔、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、40…揺動堰駆動手段、80…水位調整手段、82…貯留槽、84…貯水槽、86…シリンダ、86A…ロッド、88,92,96…配管、90,94…ポンプ、98…水   DESCRIPTION OF SYMBOLS 10 ... Sedimentation basin, 12 ... Wall, 14 ... Scum water, 20 ... Scum removal apparatus, 22 ... Trough, 23 ... Hinge, 24 ... Swing dam, 24A ... Long hole, 25 ... Cover, 26 ... 2nd side plate, 27 ... Inflow opening, 28 ... Bellows member, 29 ... Pin, 30 ... Discharge flow path, 31 ... First side plate, 32 ... Discharge port, 34 ... Guide plate, 37 ... Aeration pipe, 40 ... Oscillating weir driving means, 80 ... Water level adjusting means, 82 ... Reservoir, 84 ... Reservoir, 86 ... Cylinder, 86A ... Rod, 88, 92, 96 ... Piping, 90, 94 ... Pump, 98 ... Water

Claims (2)

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フロート式の揺動堰と、
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、
前記揺動堰の上方に配設された貯水槽と、
前記貯水槽の水位を調整する水位調整手段と、
前記貯水槽の底部と前記フロート式の揺動堰の上端部とを伸縮自在に連結すると共に、前記貯留槽の水圧を前記揺動堰上端部に付与する水圧シリンダ手段と、を含む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. A float-type oscillating weir that dams and overflows the scum water to the trough,
Oscillating dam driving means for oscillating the oscillating weir,
The swing weir driving means is
A water storage tank disposed above the rocking weir;
Water level adjusting means for adjusting the water level of the water tank;
A hydraulic cylinder means for connecting the bottom of the water storage tank and the upper end of the float-type oscillating weir so as to be extendable and retractable, and for applying the water pressure of the storage tank to the upper end of the oscillating weir. A scum removing device.
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フロート式の揺動堰の上端部と、該上端部よりも上方に配置された貯水槽とを水圧シリンダ手段を介して連結し、
前記スカム水を越流する場合には、前記貯水槽の水位を上昇して前記水圧シリンダに付与される水圧を前記揺動堰の浮力よりも大きくして前記水圧シリンダを伸長動作させることにより、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、前記貯水槽の水位を下降して前記水圧シリンダに付与される水圧を前記揺動堰の浮力よりも小さくして前記水圧シリンダを縮動作させることにより、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. To connect the upper end of a float-type oscillating weir that dams and overflows the scum water to the trough, and a water storage tank disposed above the upper end via a hydraulic cylinder means. ,
When overflowing the scum water, by raising the water level of the water tank and making the water pressure applied to the hydraulic cylinder larger than the buoyancy of the oscillating weir, the hydraulic cylinder is extended, Oscillate the oscillating weir downward and submerge it,
When damming the scum water, by lowering the water level of the water storage tank and making the water pressure applied to the hydraulic cylinder smaller than the buoyancy of the oscillating weir, the hydraulic cylinder is contracted, A scum removing method, wherein the oscillating weir is oscillated upward and floated.
JP2005288670A 2005-09-30 2005-09-30 Apparatus for removing scum and its method Pending JP2007098216A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016026872A (en) * 2015-10-14 2016-02-18 アクアインテック株式会社 Scum removal device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016026872A (en) * 2015-10-14 2016-02-18 アクアインテック株式会社 Scum removal device

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