JP6984811B2 - Settling basin equipment - Google Patents

Settling basin equipment Download PDF

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JP6984811B2
JP6984811B2 JP2018016113A JP2018016113A JP6984811B2 JP 6984811 B2 JP6984811 B2 JP 6984811B2 JP 2018016113 A JP2018016113 A JP 2018016113A JP 2018016113 A JP2018016113 A JP 2018016113A JP 6984811 B2 JP6984811 B2 JP 6984811B2
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settling basin
water
sedimentation
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settling
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JP2019130492A (en
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俊康 柄澤
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Sumitomo Heavy Industries Environment Co Ltd
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Description

本発明は、沈殿池の池底に堆積した汚泥を掻き寄せるための汚泥掻寄機を備えた沈殿池設備に関するものである。 The present invention relates to a settling basin facility equipped with a sludge scraper for scraping sludge accumulated on the bottom of the settling basin.

下水処理場、廃水処理場、浄水場等の水処理施設では、被処理水中に含まれる汚泥のような固形物の沈降分離を行う沈殿池が設置されている。また、沈殿池には、沈降分離した汚泥を掻き寄せるための汚泥掻寄機が設置されており、掻き寄せられた汚泥は、汚泥ピットに集められて排出管から沈殿池の外部へ排出される。 In water treatment facilities such as sewage treatment plants, wastewater treatment plants, and water purification plants, sedimentation basins are installed to separate sediments such as sludge contained in the water to be treated. In addition, a sludge scraper is installed in the settling basin to scrape the sludge that has settled and separated, and the sludge that has been scraped off is collected in the sludge pit and discharged from the discharge pipe to the outside of the settling basin. ..

特許文献1には、汚泥掻寄機を備えた沈殿池設備において、汚泥掻寄機の後段に上向流式傾斜板を設けたものが記載されている。この上向流式傾斜板は、沈降装置として機能するものである。 Patent Document 1 describes a settling basin facility equipped with a sludge scraper in which an upward flow type inclined plate is provided after the sludge scraper. This upward flow type inclined plate functions as a settling device.

特開2001−187303号公報Japanese Unexamined Patent Publication No. 2001-187303

本発明の課題は、汚泥掻寄機を備える沈殿池設備において、沈降分離の機能が強化された沈殿池設備を提供することを目的とする。 An object of the present invention is to provide a settling basin facility having an enhanced settling separation function in a settling basin facility equipped with a sludge scraper.

本発明者は、上記の課題について鋭意検討した結果、汚泥掻寄機を備える沈殿池設備において、汚泥掻寄機のフライトと無端チェーンで囲まれた空間内に沈降促進部を設けることにより、処理能力の高い沈殿池設備が得られることを見出して、本発明を完成した。
すなわち、本発明は、以下の沈殿池設備である。
As a result of diligent studies on the above-mentioned problems, the present inventor has made a treatment by providing a settling promotion unit in a space surrounded by the flight of the sludge scraper and the endless chain in the settling basin facility equipped with the sludge scraper. The present invention was completed by finding that a high-capacity settling basin facility can be obtained.
That is, the present invention is the following settling basin equipment.

上記課題を解決するための本発明の沈殿池設備は、沈殿池の池底に堆積した汚泥又は沈殿池の水面付近に浮遊するスカムを掻き寄せる汚泥掻寄機と、固形物の沈降を促進する沈降促進部と、を備えた沈殿池設備であって、汚泥掻寄機は、汚泥又はスカムの掻き寄せを行うフライトと、フライトを支持する無端チェーンとを備え、沈降促進部は、フライト及び無端チェーンによって囲まれた空間内に配置され、沈殿池に導入される被処理水の流れ方向に対して略平行に設置されることを特徴とする。 The settling basin facility of the present invention for solving the above problems promotes a sludge scraper that attracts sludge accumulated on the bottom of the settling basin or scum floating near the water surface of the settling basin, and sedimentation of solid matter. A settling basin facility with a settling basin, the sludge scraper is equipped with a flight that scrapes sludge or scum, and an endless chain that supports the flight, and the settling basin is a flight and endless. It is arranged in a space surrounded by a chain, and is characterized by being installed substantially parallel to the flow direction of the water to be treated introduced into the settling basin.

本発明の沈殿池設備は、汚泥掻寄機を構成するフライトと無端チェーンで囲まれた空間内に沈降促進部を配置するという特徴を有する。沈殿池設備に投入された被処理水は、投入直後に高比重の固形物が沈降し、その後は、ゆっくりと固形物を沈降分離しながら沈殿池設備を通過するため、沈降速度の遅い固形物は汚泥ピットの遠方に沈降する。汚泥ピットの遠方に沈降した固形物は再浮遊しやすく、被処理水の流れ方向の下流側で掻き寄せた汚泥は再浮遊して処理水と共に流出する恐れがある。フライトと無端チェーンで囲まれた空間内に沈降促進部を配置するという本発明の特徴によれば、汚泥ピットに近い領域で固形物の沈降を促進するため、汚泥の掻き取りの際に再浮遊する固形物が被処理水と共に流出することを抑制することができる。 The settling basin facility of the present invention is characterized in that a settling promotion unit is arranged in a space surrounded by a flight constituting a sludge scraper and an endless chain. As for the water to be treated, the solid matter with high specific gravity settles immediately after being put into the settling basin facility, and then the solid matter passes through the settling basin facility while slowly settling and separating the solid matter. Settles far away in the sludge pit. Solids that have settled far away from the sludge pit are likely to re-float, and sludge that has been scraped off on the downstream side in the flow direction of the water to be treated may re-float and flow out with the treated water. According to the feature of the present invention that the sedimentation promoting portion is arranged in the space surrounded by the flight and the endless chain, the sedimentation is promoted in the region near the sludge pit, so that the solid matter is re-floated when the sludge is scraped off. It is possible to prevent the solid matter to flow out together with the water to be treated.

更に、本発明の沈殿池設備は、沈降促進部を被処理水の流れ方向に対して略平行に配置するという特徴を有する。本発明の沈降促進部は、被処理水の水面下に設置された構造物であり、この構造物と被処理水が接する領域では、構造物との摩擦抵抗によって被処理水の流速が低下する。この流速の低下によって、固形物の沈降が促進する。一方で、構造物により被処理水の流れをせき止めると、被処理水の流れが上下方向に乱れて、固形物の沈降を妨げる作用が生じる。本発明の沈降促進部では、構造物が被処理水の流れ方向に対して略平行に配置されるため、被処理水の流れをせき止めることなく沈降を促進することができる。 Further, the settling basin facility of the present invention has a feature that the settling basin is arranged substantially parallel to the flow direction of the water to be treated. The sedimentation promoting portion of the present invention is a structure installed below the surface of the water to be treated, and in the region where the structure and the water to be treated come into contact with each other, the flow velocity of the water to be treated decreases due to the frictional resistance with the structure. .. This decrease in flow velocity promotes sedimentation of solid matter. On the other hand, when the flow of the water to be treated is blocked by the structure, the flow of the water to be treated is disturbed in the vertical direction, which has an effect of hindering the sedimentation of the solid matter. In the sedimentation promoting portion of the present invention, since the structure is arranged substantially parallel to the flow direction of the water to be treated, sedimentation can be promoted without blocking the flow of the water to be treated.

また、本発明の沈殿池設備の一実施態様としては、沈降促進部は、被処理水の流れ方向に対して略平行に配置した複数枚の沈降促進板であることを特徴とする。
この特徴によれば、沈降促進部として沈降促進板を利用することにより、被処理水が沈降促進部と接する領域が大きくなるため、固形物の沈降を促進するという本発明の効果をより一層発揮することができる。
Further, one embodiment of the settling basin facility of the present invention is characterized in that the settling basin is a plurality of settling basin plates arranged substantially parallel to the flow direction of the water to be treated.
According to this feature, by using the sedimentation promoting plate as the sedimentation promoting portion, the region where the water to be treated is in contact with the sedimentation promoting portion becomes large, so that the effect of the present invention of promoting the sedimentation of the solid matter is further exhibited. can do.

また、本発明の沈殿池設備の一実施態様としては、沈降促進部は、フライト及び無端チェーンによって囲まれた空間内において、被処理水の流れ方向に対して下流側に配置されることを特徴とする。
この特徴によれば、沈殿池設備に導入した直後の高濃度の固形物を含む被処理水が、直接沈降促進部を通過しないため、沈降促進部の目詰まりを防ぐことができる。
Further, as one embodiment of the settling basin facility of the present invention, the settling basin is arranged on the downstream side with respect to the flow direction of the water to be treated in the space surrounded by the flight and the endless chain. And.
According to this feature, the water to be treated containing a high-concentration solid matter immediately after being introduced into the settling basin facility does not directly pass through the settling promotion section, so that clogging of the settling promotion section can be prevented.

また、本発明の沈殿池設備の一実施態様としては、沈降促進部の長手方向の長さは、汚泥掻寄機におけるフライトのピッチ間隔以上であることを特徴とする。
沈降促進部の上方又は下方にはフライトが通過する領域が形成されるため、沈降促進部が設置されない。沈降促進部は被処理水の流れに抵抗が生じることから、沈降促進部の存在しない流域があると、被処理水が沈降促進部を通過せずに短絡しやすい。沈降促進部の長手方向の長さを汚泥掻寄機におけるフライトのピッチ間隔以上とすることにより、沈降促進部の上方及び下方の両方に常にフライトが掛かる状態となるため、被処理水が沈降促進部を通過せずに短絡することを防止し、汚泥の沈降促進をより確実に行うことが可能となる。
Further, one embodiment of the settling basin facility of the present invention is characterized in that the length of the settling basin in the longitudinal direction is equal to or larger than the flight pitch interval in the sludge scraper.
Since a region through which the flight passes is formed above or below the sedimentation promoting portion, the sedimentation promoting portion is not installed. Since the sedimentation promoting portion causes resistance to the flow of the water to be treated, if there is a basin in which the sedimentation promoting portion does not exist, the water to be treated does not pass through the sedimentation promoting portion and is likely to be short-circuited. By setting the length of the settling promotion section in the longitudinal direction to be equal to or greater than the flight pitch interval in the sludge scraper, the flight is always applied to both the upper and lower sides of the settling promotion section, so that the water to be treated promotes settling. It is possible to prevent short-circuiting without passing through the portion and to promote the sedimentation of sludge more reliably.

本発明によれば、汚泥掻寄機を備える沈殿池設備において、沈降分離の機能が強化された沈殿池設備を提供することができる。 According to the present invention, in a settling basin facility equipped with a sludge scraper, it is possible to provide a settling basin facility with an enhanced settling separation function.

本発明の第1の実施態様の沈殿池設備の構造を示す概略説明図である。It is a schematic explanatory drawing which shows the structure of the settling basin equipment of the 1st Embodiment of this invention. 本発明の第1の実施態様の沈降促進部の構造を示す概略説明図である(図1のI−I矢視図)。It is a schematic explanatory drawing which shows the structure of the sedimentation promotion part of the 1st Embodiment of this invention (I-I arrow view of FIG. 1). 本発明の第1の実施態様の沈降促進部の別の態様を示す概略説明図である。It is a schematic explanatory drawing which shows another aspect of the sedimentation promotion part of the 1st Embodiment of this invention. 本発明の第2の実施態様の沈殿池設備の構造を示す概略説明図である。It is a schematic explanatory drawing which shows the structure of the settling basin equipment of the 2nd Embodiment of this invention. 本発明の第3の実施態様の沈殿池設備の構造を示す概略説明図である。It is a schematic explanatory drawing which shows the structure of the settling basin equipment of the 3rd Embodiment of this invention. 本発明の第3の実施態様の沈降促進部の構造を示す概略説明図である(図5のII−II矢視図)。It is a schematic explanatory drawing which shows the structure of the sedimentation promotion part of the 3rd Embodiment of this invention (II-II arrow view of FIG. 5).

本発明の沈殿池設備は、沈殿池の池底に堆積した汚泥又は沈殿池の水面付近に浮遊するスカムを掻き寄せる汚泥掻寄機と、固形物の沈降を促進する沈降促進部と、を備えた沈殿池設備であって、汚泥掻寄機は、汚泥又はスカムの掻き寄せを行うフライトと、フライトを支持する無端チェーンとを備え、沈降促進部は、フライト及び無端チェーンによって囲まれた空間内に配置され、沈殿池に導入される被処理水の流れ方向に対して略平行に設置されることを特徴とするものである。 The settling basin facility of the present invention is provided with a sludge scraper that scoops up sludge accumulated on the bottom of the settling basin or scum floating near the water surface of the settling basin, and a settling promotion unit that promotes the settling of solid matter. In the settling basin facility, the sludge scraper is equipped with a flight that scrapes sludge or scum and an endless chain that supports the flight, and the sedimentation promotion unit is in the space surrounded by the flight and the endless chain. It is characterized in that it is installed in a manner substantially parallel to the flow direction of the water to be treated introduced into the settling basin.

以下、図面を参照しつつ本発明に係る沈殿池設備の実施態様を詳細に説明する。なお、実施態様に記載する沈殿池、汚泥掻寄機、沈降促進部の構造については、本発明に係る沈殿池設備を説明するために例示したにすぎず、これに限定されるものではない。 Hereinafter, embodiments of the settling basin facility according to the present invention will be described in detail with reference to the drawings. The structures of the settling basin, the sludge scraper, and the settling basin according to the embodiment are merely exemplified for explaining the settling basin equipment according to the present invention, and are not limited thereto.

[第1の実施態様]
図1は、本発明の第1の実施態様の汚泥掻寄機を備えた沈殿池設備1aの構造を示す概略説明図である。
図1に示すように、沈殿池設備1aは、下水処理場や浄水場等の沈殿池10と、その内部に設置された汚泥掻寄機20及び固形物の沈降促進部30を具備する。
[First Embodiment]
FIG. 1 is a schematic explanatory view showing the structure of a settling basin facility 1a provided with a sludge scraper according to the first embodiment of the present invention.
As shown in FIG. 1, the settling basin facility 1a includes a settling basin 10 such as a sewage treatment plant and a water purification plant, a sludge scraper 20 installed inside the settling basin, and a solid matter settling promotion section 30.

[沈殿池]
沈殿池10は、横長に構成され、図1の左側から汚水等の被処理水が供給される。沈殿地10の池底10aの被処理水供給側の端部には、汚泥ピット10bが設けられ、この汚泥ピット10bには、汚泥を外部に排出するための排出管10cが設けられている。
[Settling basin]
The settling basin 10 is formed horizontally, and water to be treated such as sewage is supplied from the left side of FIG. A sludge pit 10b is provided at the end of the pond bottom 10a of the sedimentation basin 10a on the water supply side, and the sludge pit 10b is provided with a discharge pipe 10c for discharging sludge to the outside.

また、沈殿池10の略中央部の水面10d付近には、軸回りに回転可能なスカムパイプからなるスカム排出装置11が、沈殿池10の幅方向(紙面垂直方向)の全幅に亘って設けられている。このスカムパイプの上方の周面には軸線方向に延びる開口部が形成され、断面形状がC字状を成している。そして、スカムパイプは水面10dに浮遊する浮遊物(スカム)を回収すべく、開口部が水面10dの下に位置するように図1の反時計回りに回転し、その後戻る動作を繰り返す。 Further, in the vicinity of the water surface 10d at the substantially central portion of the settling basin 10, a scum discharge device 11 made of a scum pipe that can rotate around an axis is provided over the entire width of the settling basin 10 in the width direction (vertical direction of the paper surface). There is. An opening extending in the axial direction is formed on the peripheral surface above the scum pipe, and the cross-sectional shape is C-shaped. Then, the scum pipe rotates counterclockwise in FIG. 1 so that the opening is located below the water surface 10d in order to collect the floating matter (scum) floating on the water surface 10d, and then repeats the operation of returning.

[汚泥掻寄機]
汚泥掻寄機20は、沈殿池10内を長手方向に周回移動する無端チェーン22aを備えている。無端チェーン22aは、沈殿池10の幅方向(紙面垂直方向)に対向して一対が設置されており、この一対の無端チェーン22aには、沈殿池10の幅方向に延びるフライト(掻き寄せ羽根)23が周回方向に沿って複数配置されている。フライト23は、一対の無端チェーン22aを横架するように取り付けられており、フライト23の両端部は、無端チェーン22aより沈殿池10の幅方向外側まで延在し、沈殿池10の側壁近傍に位置している。
[Sludge scraper]
The sludge scraper 20 includes an endless chain 22a that orbits in the settling basin 10 in the longitudinal direction. A pair of endless chains 22a are installed facing the settling basin 10 in the width direction (vertical to the paper surface), and the pair of endless chains 22a have flights (scraping blades) extending in the width direction of the settling basin 10. A plurality of 23 are arranged along the circumferential direction. The flight 23 is attached so as to horizontally support a pair of endless chains 22a, and both ends of the flight 23 extend from the endless chain 22a to the outside in the width direction of the settling basin 10 and are near the side wall of the settling basin 10. positioned.

無端チェーン22aは、図1に示すように、駆動スプロケット21a及び3つの従動スプロケット21b、21c、21dに掛け回され、沈殿池10内を周回移動するように取り付けられている。更に、無端チェーン22bが、駆動スプロケット21aと、モータ24に設けられたモータ用スプロケット24aに掛け回されており、モータ24の動力を無端チェーン22aに伝達する。 As shown in FIG. 1, the endless chain 22a is hung around the driving sprocket 21a and the three driven sprockets 21b, 21c, 21d, and is attached so as to orbit in the settling basin 10. Further, the endless chain 22b is hung around the drive sprocket 21a and the motor sprocket 24a provided on the motor 24, and the power of the motor 24 is transmitted to the endless chain 22a.

駆動スプロケット21a及び1つの従動スプロケット21bは水面10d付近に設置されており、この間に掛けられた無端チェーン22aを水面10dに沿って略水平に移動させる。そして、無端チェーン22aに取り付けられたフライト23により、水面10dに浮遊するスカムが上述したスカム排出装置11に向けて掻き寄せられる。 The drive sprocket 21a and one driven sprocket 21b are installed near the water surface 10d, and the endless chain 22a hung between them is moved substantially horizontally along the water surface 10d. Then, the flight 23 attached to the endless chain 22a scrapes the scum floating on the water surface 10d toward the scum discharge device 11 described above.

また、残る2つの従動スプロケット21c、21dは池底10a付近に設置されており、この間に掛けられた無端チェーン22aを池底10aに沿って略水平に移動させる。そして、無端チェーン22aに取り付けられたフライト23により、池底10aに堆積した汚泥が汚泥ピット10bに掻き寄せられる。汚泥ピッチ10bに集められた汚泥は、排出管10cから沈殿池10の外部に排出される。 Further, the remaining two driven sprockets 21c and 21d are installed near the pond bottom 10a, and the endless chain 22a hung between them is moved substantially horizontally along the pond bottom 10a. Then, the sludge accumulated on the pond bottom 10a is attracted to the sludge pit 10b by the flight 23 attached to the endless chain 22a. The sludge collected in the sludge pitch 10b is discharged from the discharge pipe 10c to the outside of the settling basin 10.

無端チェーン22a、22bの形状は、公知の形状を用いることが可能である。無端チェーン22a、22bの形状としては、例えば、ブッシュドチェーン、ローラチェーン、ノッチ式チェーン等が挙げられる。フライト23を取り付けるためのアタッチメントを設置しやすいという観点から、ノッチ式チェーンが好ましい。 As the shape of the endless chains 22a and 22b, known shapes can be used. Examples of the shapes of the endless chains 22a and 22b include bushed chains, roller chains, and notched chains. A notch type chain is preferable from the viewpoint that it is easy to install an attachment for attaching the flight 23.

また、無端チェーン22a、22bの材質は、公知の材質を用いることが可能である。無端チェーン22a、22bの材質としては、例えば、金属製チェーンや樹脂製チェーンが挙げられる。樹脂製チェーンは、軽量であるため、組み立て作業や交換作業が容易になるという利点だけでなく、耐腐食性に優れるため、交換頻度が低下するという利点もある。そのため、本発明において、無端チェーン22a、22bの材質としては、樹脂製チェーンが好ましい。 Further, as the material of the endless chains 22a and 22b, known materials can be used. Examples of the material of the endless chains 22a and 22b include metal chains and resin chains. Since the resin chain is lightweight, it has the advantage of facilitating assembly work and replacement work, and also has the advantage of being excellent in corrosion resistance and thus reducing the frequency of replacement. Therefore, in the present invention, a resin chain is preferable as the material of the endless chains 22a and 22b.

[沈降促進部]
図2は、本発明の第1の実施態様の沈降促進部30の構造を示す概略説明図である(図1中のI−I矢視図)。
図2に示すように、沈降促進部30は、被処理水Wの流れ方向に対して略平行に設置された複数の沈降促進板31からなり、フライト23及び無端チェーン2aによって囲まれた空間(以下、「掻寄機内部空間」という。)内に配置されている。被処理水Wは、複数の沈降促進板31の間を通過する際に、沈降促進板31の板面と接することにより摩擦抵抗が生じるため、板面付近の流速が低下する。この流速の低下によって、固形物の沈降を促進することができる。
[Sedimentation promotion unit]
FIG. 2 is a schematic explanatory view showing the structure of the sedimentation promoting portion 30 according to the first embodiment of the present invention (I-I arrow view in FIG. 1).
As shown in FIG. 2, the sedimentation promoting portion 30 is composed of a plurality of sedimentation promoting plates 31 installed substantially parallel to the flow direction of the water to be treated W, and is a space surrounded by the flight 23 and the endless chain 2a. Hereinafter, it is arranged in the "internal space of the scraper"). When the water W to be treated passes between the plurality of sedimentation promoting plates 31, frictional resistance is generated by coming into contact with the plate surface of the sedimentation promoting plate 31, so that the flow velocity in the vicinity of the plate surface decreases. This decrease in flow velocity can promote the sedimentation of solid matter.

また、本発明の沈降促進板31は、被処理水Wの流れ方向に対して略平行に設置される。被処理水Wの流速を低下させるために被処理水Wをせき止めるように構造物を設置すると、被処理水Wの流れが上下方向に変化して、沈降した固形物が再浮遊するという問題がある。しかし、本発明の沈降促進板31によると、被処理水Wの流れ方向に対して略平行に設置されていることから、被処理水Wの流れが上下方向に変化せず、固形物の再浮遊を抑制することができる。このような技術的な意義から、本発明における「被処理水の流れ方向に対して略平行に設置される」沈降促進部とは、被処理水Wの流速を低下しつつ、被処理水Wが通過する際に、被処理水Wの流れを上下方向に変化させないような構造物である。つまりは、本発明の沈降促進部は、第1の実施態様のように、被処理水Wを直線的に通過させるものだけでなく、被処理水Wの流れを水平方向に変化させるものであってもよい。 Further, the sedimentation promoting plate 31 of the present invention is installed substantially parallel to the flow direction of the water to be treated W. If a structure is installed so as to dam the water to be treated in order to reduce the flow velocity of the water to be treated W, the flow of the water to be treated W changes in the vertical direction, and there is a problem that the settled solid matter resuspends. be. However, according to the sedimentation promoting plate 31 of the present invention, since it is installed substantially parallel to the flow direction of the water to be treated W, the flow of the water to be treated W does not change in the vertical direction, and the solid matter is regenerated. Floating can be suppressed. From such a technical significance, the sedimentation promoting portion "installed substantially parallel to the flow direction of the water to be treated" in the present invention means the water to be treated W while reducing the flow velocity of the water to be treated W. It is a structure that does not change the flow of the water to be treated W in the vertical direction when the water passes through. That is, the sedimentation promoting portion of the present invention not only allows the water to be treated W to pass linearly as in the first embodiment, but also changes the flow of the water to be treated W in the horizontal direction. You may.

また、本発明の沈降促進部30は、フライトと無端チェーンで囲まれた空間内に配置されるため、沈殿池10の手前側(被処理水Wの流れ方向上流側)で固形物の沈降を促進する。これにより、固形物が被処理水Wの流れ方向下流側で沈降することを防止し、固形物が処理水と共に沈殿池10から排出されることを抑制することができる。 Further, since the sedimentation promoting portion 30 of the present invention is arranged in the space surrounded by the flight and the endless chain, the sedimentation of solid matter occurs on the front side of the sedimentation basin 10 (upstream side in the flow direction of the water to be treated W). Facilitate. As a result, it is possible to prevent the solid matter from settling on the downstream side in the flow direction of the water to be treated W, and to prevent the solid matter from being discharged from the settling basin 10 together with the treated water.

沈降促進板31は、池底10aの垂直方向に対して取付角θが略60°の角度となるように板状部材を傾けて設置する。沈降促進板31を傾斜して設置することで、沈降促進部30における有効沈降面積(=傾斜板長×cosθ×傾斜幅)を増加させることができる。これにより、被処理水Wの流れを妨げることなく、汚泥の沈降を促進することができる。有効沈降面積を増加させるという観点から、取付角θは、90°以下であることが好ましく、より好ましくは80°以下であり、特に好ましくは70°以下である。一方、取付角θが低くなると、沈降促進板31に固形物が堆積する恐れがあることから、取付角θは30°以上であることが好ましく、より好ましくは40°以上であり、特に好ましくは50°以上である。 The sedimentation promoting plate 31 is installed by tilting the plate-shaped member so that the mounting angle θ is approximately 60 ° with respect to the vertical direction of the pond bottom 10a. By installing the sedimentation promoting plate 31 in an inclined manner, it is possible to increase the effective sedimentation area (= inclined plate length × cosθ × inclined width) in the sedimentation promoting portion 30. This makes it possible to promote the sedimentation of sludge without obstructing the flow of the water to be treated W. From the viewpoint of increasing the effective sedimentation area, the mounting angle θ is preferably 90 ° or less, more preferably 80 ° or less, and particularly preferably 70 ° or less. On the other hand, if the mounting angle θ is low, solid matter may be deposited on the sedimentation promoting plate 31, so the mounting angle θ is preferably 30 ° or more, more preferably 40 ° or more, and particularly preferably 40 ° or more. It is 50 ° or more.

沈降促進板31の材質は、特に制限されないが、例えば、ステンレス等の金属製や、プラスチック製の板状部材が挙げられる。軽量であり、耐水性に優れるという観点から、プラスチック製の板状部材が好ましい。 The material of the sedimentation promoting plate 31 is not particularly limited, and examples thereof include metal such as stainless steel and plate-shaped members made of plastic. From the viewpoint of light weight and excellent water resistance, a plastic plate-shaped member is preferable.

沈降促進部30の形状は、板状部材に限定するものではない。図3は、本発明の第1の実施態様の沈降促進部の別の構造である。図3に示すように、紐状体32を複数並べた糸状部材や、メッシュ33を張ったメッシュ状部材や、布を張った布状部材等を沈降促進板31のように設置してもよい。糸状部材やメッシュ状部材は、被処理水Wを透過することから、被処理水Wと垂直に設置してもよい。 The shape of the sedimentation promoting portion 30 is not limited to the plate-shaped member. FIG. 3 is another structure of the sedimentation promoting portion of the first embodiment of the present invention. As shown in FIG. 3, a thread-like member in which a plurality of string-like bodies 32 are arranged, a mesh-like member in which a mesh 33 is stretched, a cloth-like member in which a cloth is stretched, or the like may be installed like a settling promotion plate 31. .. Since the thread-like member and the mesh-like member permeate the water to be treated W, they may be installed perpendicular to the water to be treated W.

掻寄機内部空間における沈降促進部30の配置箇所は、被処理水Wの流れ方向上流側とすると、固形物の含有量が多いため、沈降促進部30で固形物が詰りやすい。したがって、掻寄機内部空間における沈降促進部30の配置箇所は、被処理水Wの流れ方向下流側とすることが好ましい。具体的には、図に示すように、汚泥掻寄機20において水面10d付近に設置された最上流側のスプロケット(駆動スプロケット21a)及び最下流側のスプロケット(従動スプロケット21b)の間の距離に対して上流と下流の2等分したときの下流側の範囲に沈降促進部30を配置することが好ましい。 If the location of the sedimentation promoting portion 30 in the internal space of the scraper is on the upstream side in the flow direction of the water to be treated W, the content of solid matter is large, so that the sedimentation promoting portion 30 is likely to be clogged with solid matter. Therefore, it is preferable that the place where the sedimentation promoting portion 30 is arranged in the internal space of the scraper is on the downstream side in the flow direction of the water to be treated W. Specifically, as shown in the figure, at the distance between the most upstream sprocket (driving sprocket 21a) and the most downstream sprocket (driven sprocket 21b) installed near the water surface 10d in the sludge scraper 20. On the other hand, it is preferable to arrange the sedimentation promoting portion 30 in the range on the downstream side when the upstream and the downstream are divided into two equal parts.

[第2の実施態様]
図4は、本発明の第2の実施態様の汚泥掻寄機を備えた沈殿池設備1bの構造を示す概略説明図である。
本発明の第2の実施態様の沈殿池設備1bは、図4に示すように、沈降促進板31の長手方向の長さL1を汚泥掻寄機20のフライト23のピッチ間隔L2以上としたものである。その他の構成は第1の実施態様と同様である。
この構造によれば、沈降促進板31の上下方向にフライト23が常に掛かる形となるため、被処理水Wが沈降促進部30を通過せずに短絡することを防止し、固形物の沈降促進をより確実に行うことが可能となる。
[Second Embodiment]
FIG. 4 is a schematic explanatory view showing the structure of the settling basin facility 1b provided with the sludge scraper according to the second embodiment of the present invention.
In the settling basin facility 1b of the second embodiment of the present invention, as shown in FIG. 4, the length L1 of the settling basin 31 in the longitudinal direction is set to the pitch interval L2 or more of the flight 23 of the sludge scraper 20. Is. Other configurations are the same as in the first embodiment.
According to this structure, since the flight 23 is always hung in the vertical direction of the sedimentation promoting plate 31, it is possible to prevent the water W to be treated from short-circuiting without passing through the sedimentation promoting portion 30 and promote the sedimentation of solid matter. Can be performed more reliably.

[第3の実施態様]
図5は、本発明の第3の実施態様の汚泥掻寄機を備えた沈殿池設備1cの構造を示す概略説明図である。
本発明の第3の実施態様の沈殿池設備1cは、図5に示すように、チェーンガイドレール25a、25bを有する汚泥掻寄機20を具備するものである。その他の構成は第1の実施態様と同様である。
[Third Embodiment]
FIG. 5 is a schematic explanatory view showing the structure of the settling basin facility 1c provided with the sludge scraper according to the third embodiment of the present invention.
As shown in FIG. 5, the settling basin facility 1c according to the third embodiment of the present invention includes a sludge scraper 20 having chain guide rails 25a and 25b. Other configurations are the same as in the first embodiment.

チェーンガイドレール25a、25bは、水面10d及び池底10aにおいて水平方向に通過する無端チェーン22aを水平方向に維持するためのものである。
このチェーンガイドレール25a、25bによれば、特に汚泥掻寄機20の水面側の無端チェーン22aがたるむことがないため、無端チェーン22aと沈降促進部30の接触による沈降促進部30の破損または無端チェーン22aの脱落等のトラブルを防止することが可能となる。また、図6に示すように、周回する無端チェーン22aの内側にも沈降促進部30を設けることが可能となり、被処理水Wが沈降促進部30を通過せずに短絡することを防止することができる。
The chain guide rails 25a and 25b are for horizontally maintaining the endless chain 22a that passes horizontally at the water surface 10d and the pond bottom 10a.
According to the chain guide rails 25a and 25b, since the endless chain 22a on the water surface side of the sludge scraper 20 does not sag, the settling promoting portion 30 is damaged or endless due to the contact between the endless chain 22a and the settling promoting portion 30. It is possible to prevent troubles such as the chain 22a falling off. Further, as shown in FIG. 6, it is possible to provide a sedimentation promoting portion 30 inside the orbiting endless chain 22a to prevent the water W to be treated from short-circuiting without passing through the sedimentation promoting portion 30. Can be done.

具体的には、図5に示すように、汚泥掻寄機20において、駆動スプロケット21a及び1つの従動スプロケット21bの間に、無端チェーン22aを水面10dに沿って略水平に移動させるためのチェーンガイドレール25aが設置されている。
また、残る2つの従動スプロケット21c、21dの間にも、無端チェーン22aを池底10aに沿って略水平に移動させるためのチェーンガイドレール25bが設置されている。
Specifically, as shown in FIG. 5, in the sludge scraper 20, a chain guide for moving the endless chain 22a substantially horizontally along the water surface 10d between the driving sprocket 21a and one driven sprocket 21b. The rail 25a is installed.
Further, between the remaining two driven sprockets 21c and 21d, a chain guide rail 25b for moving the endless chain 22a substantially horizontally along the pond bottom 10a is installed.

なお、チェーンガイドレールは、水面10d側及び池底10a側の両方に設置されているが、水面10d側のみに設置してもよい。また、駆動スプロケット21a及び従動スプロケット21bの間、従動スプロケット21c及び21dの間の全域に設けられているが、少なくとも沈降促進部30の上に設置されていればよい。 Although the chain guide rails are installed on both the water surface 10d side and the pond bottom 10a side, they may be installed only on the water surface 10d side. Further, although it is provided in the entire area between the driven sprocket 21a and the driven sprocket 21b and between the driven sprocket 21c and 21d, it may be installed at least on the settling promoting portion 30.

なお、チェーンガイドレール25a、25bの材質は、特に制限されないが、例えば、ステンレス等の金属や、超高分子量ポリエチレン等の樹脂等を使用することができる。無端チェーン22aと同じ材質であってもよく、異なる材質であってもよい。ただし、チェーンガイドレール25a、25bと無端チェーン22aが当接して摺動することを考慮して材質を選択することが好ましい。強度を考慮してステンレス等の金属製のチェーンガイドレールとし、無端チェーン22aとの摺動部に超高分子量ポリエチレン等の樹脂製の摺動部を設けることが好ましい。 The material of the chain guide rails 25a and 25b is not particularly limited, but for example, a metal such as stainless steel or a resin such as ultra-high molecular weight polyethylene can be used. It may be made of the same material as the endless chain 22a, or may be made of a different material. However, it is preferable to select the material in consideration of the fact that the chain guide rails 25a and 25b and the endless chain 22a come into contact with each other and slide. In consideration of strength, it is preferable to use a metal chain guide rail such as stainless steel, and to provide a resin sliding portion such as ultra-high molecular weight polyethylene on the sliding portion with the endless chain 22a.

なお、上述した実施態様は沈殿池設備の一例を示すものである。本発明に係る沈殿池設備は、上述した実施態様に限られるものではなく、要旨を変更しない範囲で、上述した実施態様に係る沈殿池設備を変形してもよい。 The above-mentioned embodiment shows an example of the sedimentation basin equipment. The settling basin equipment according to the present invention is not limited to the above-described embodiment, and the settling basin equipment according to the above-described embodiment may be modified without changing the gist.

例えば、本実施態様の沈殿池設備における沈降促進部は、複数枚の沈降促進板を1ユニットとし、複数のユニットを被処理水の流れ方向に沿って配置するものとしてもよい。また、ユニット同士は同じ取付角で設置したものであってもよく、ユニットごとに取付角を異なるものとしてもよい。
複数のユニットの取付角を同じ角度にすると、複数のユニット間で固形物の沈降する方向が同じ方向になるため、固形物を安定して沈降させることができる。よって、被処理水の流れの乱れにより再浮遊しやすいような小さい粒子を沈降させる場合に適している。
一方、複数のユニットの取付角を異なる角度にすると、後段のユニットにおいて、さらに被処理水の流速が低下し、固形物の沈降をより促進することができる。よって、被処理水の流れが多少乱れても影響しないような大きい粒子を素早く沈降させる場合に適している。
For example, in the settling basin facility of the present embodiment, a plurality of settling promotion plates may be used as one unit, and a plurality of units may be arranged along the flow direction of the water to be treated. Further, the units may be installed at the same mounting angle, or the mounting angles may be different for each unit.
When the mounting angles of the plurality of units are set to the same angle, the solid matter is settled in the same direction among the plurality of units, so that the solid matter can be settled stably. Therefore, it is suitable for sedimenting small particles that are likely to resuspend due to the turbulence of the flow of water to be treated.
On the other hand, if the mounting angles of the plurality of units are set to different angles, the flow velocity of the water to be treated is further reduced in the subsequent units, and the sedimentation of the solid matter can be further promoted. Therefore, it is suitable for quickly settling large particles that are not affected even if the flow of water to be treated is slightly disturbed.

また、本実施態様の沈殿池設備は、汚泥掻寄機20の後段に従来の上向流式傾斜板を設けるものとしてもよい。これにより、沈殿池の機能をより向上させることが可能となる。 Further, in the settling basin equipment of the present embodiment, a conventional upward flow type inclined plate may be provided after the sludge scraper 20. This makes it possible to further improve the function of the settling basin.

本発明の沈殿池設備は、例えば、下水処理場、廃水処理場、浄水場等において、汚泥のような固形物を含む被処理水の処理に利用される。 The settling basin facility of the present invention is used for treating water to be treated containing solid matter such as sludge in, for example, a sewage treatment plant, a wastewater treatment plant, a water purification plant and the like.

1a,1b,1c 沈殿池設備、10 沈殿池、10a 池底、10b 汚泥ピット、10c 排出管、10d 水面、11 スカム排出装置、20 汚泥掻寄機、21a 駆動スプロケット、21b,21c,21d 従動スプロケット、22a,22b 無端チェーン、23 フライト、24 モータ、24a モータ用スプロケット、25a,25b チェーンガイドレール、30 沈降促進部、31 沈降促進板、32 紐状体、33 メッシュ、L1 沈降促進板の長手方向の長さ、L2 フライトのピッチ間隔、W 被処理水 1a, 1b, 1c settling basin equipment, 10 settling basin, 10a pond bottom, 10b sludge pit, 10c discharge pipe, 10d water surface, 11 scum discharge device, 20 sludge scraper, 21a drive sprocket, 21b, 21c, 21d driven sprocket , 22a, 22b Endless chain, 23 flight, 24 motor, 24a motor sprocket, 25a, 25b chain guide rail, 30 settling basin, 31 settling basin, 32 string, 33 mesh, L1 settling basin longitudinal direction Length, L2 flight pitch interval, W treated water

Claims (2)

沈殿池の池底に堆積した汚泥又は沈殿池の水面付近に浮遊するスカムを掻き寄せる汚泥掻寄機と、
固形物の沈降を促進する沈降促進部と、を備えた沈殿池設備であって、
前記汚泥掻寄機は、汚泥又はスカムの掻き寄せを行うフライトと、前記フライトを支持する無端チェーンとを備え、
前記沈降促進部は、前記フライト及び前記無端チェーンによって囲まれた空間内に配置され、
前記沈降促進部は、複数枚の沈降促進板であり、
前記沈降促進板は、沈殿池に導入される被処理水の流れ方向に対して略平行であり、かつ、池底に対して垂直又は傾斜して設置され、
前記沈降促進板の長手方向の長さは、前記汚泥掻寄機における前記フライトのピッチ間隔以上であることを特徴とする、沈殿池設備。
A sludge scraper that scrapes sludge accumulated on the bottom of the settling basin or scum floating near the water surface of the settling basin.
A settling basin facility equipped with a settling basin that promotes the settling of solid matter.
The sludge scraper comprises a flight that scrapes sludge or scum and an endless chain that supports the flight.
The sedimentation promotion unit is arranged in a space surrounded by the flight and the endless chain.
The sedimentation promoting portion is a plurality of sedimentation promoting plates.
The sedimentation promoting plate is installed so as to be substantially parallel to the flow direction of the water to be treated introduced into the sedimentation basin and perpendicular to or inclined with respect to the bottom of the basin.
A settling basin facility characterized in that the length of the settling basin in the longitudinal direction is equal to or greater than the pitch interval of the flight in the sludge scraper.
前記沈降促進部は、前記フライト及び前記無端チェーンによって囲まれた空間内において、被処理水の流れ方向に対して下流側に配置されることを特徴とする、請求項1に記載の沈殿池設備。 The settling basin facility according to claim 1, wherein the settling basin is arranged on the downstream side with respect to the flow direction of the water to be treated in the space surrounded by the flight and the endless chain. ..
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