JP2019130492A - Sedimentation basin facility - Google Patents

Sedimentation basin facility Download PDF

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JP2019130492A
JP2019130492A JP2018016113A JP2018016113A JP2019130492A JP 2019130492 A JP2019130492 A JP 2019130492A JP 2018016113 A JP2018016113 A JP 2018016113A JP 2018016113 A JP2018016113 A JP 2018016113A JP 2019130492 A JP2019130492 A JP 2019130492A
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sedimentation
sedimentation basin
water
sludge
flight
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JP6984811B2 (en
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俊康 柄澤
Toshiyasu Karasawa
俊康 柄澤
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Sumitomo Heavy Industries Environment Co Ltd
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Sumitomo Heavy Industries Environment Co Ltd
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Abstract

To provide a sedimentation basin facility for strengthening the function of precipitation-separation, in the sedimentation basin facility having a sludge scraping-up machine for the problem of the present invention.SOLUTION: For solving the problem, a sedimentation basin facility is provided having a sludge scraping-up machine for scraping up sludge deposited on a basin bottom of a sedimentation basin or a scum of floating in the water surface vicinity of the sedimentation basin and a precipitation promotion part for promoting precipitation of solid matter, that is, the sedimentation basin facility, where the sludge scraping-up machine comprises a flight for scraping up the sludge or the scum and an endless chain for supporting the flight, and the precipitation promotion part is arranged in a space enclosed by the flight and the endless chain, and is installed in substantially parallel to the flow direction of treated water introduced into the sedimentation basin.SELECTED DRAWING: Figure 1

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 sedimentation basin facility provided with a sludge scraping machine for scraping sludge accumulated on the bottom of a sedimentation 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 a sewage treatment plant, a wastewater treatment plant, and a water purification plant, a sedimentation basin is provided for sedimentation and separation of solid matter such as sludge contained in the water to be treated. In addition, the sedimentation basin is equipped with a sludge scraping machine to scrape the sludge that has settled and separated, and the collected sludge is collected in the sludge pit and discharged from the discharge pipe to the outside of the sedimentation 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 sedimentation basin facility provided with a sludge scraping machine, in which an upward flow-type inclined plate is provided at the rear stage of the sludge scraping machine. This upward flow type inclined plate functions as a settling device.

特開2001−187303号公報JP 2001-187303 A

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 sedimentation basin facility having an enhanced function of sedimentation separation in a sedimentation basin facility including 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 earnestly examining the above problems, the present inventor, in a sedimentation basin facility equipped with a sludge scraper, provided a sedimentation facilitating unit in a space surrounded by a flight of sludge scraper and an endless chain, thereby treating The present invention was completed by finding that a high-capacity sedimentation basin facility could be obtained.
That is, this invention is the following sedimentation basin facilities.

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 sedimentation basin equipment of the present invention for solving the above-mentioned problems promotes the sedimentation of solid matter and the sludge scraping machine that scrapes the sludge accumulated on the bottom of the sedimentation basin or the scum floating near the water surface of the sedimentation basin, and the sedimentation of solid matter. A sedimentation basin facility comprising a settling accelerating portion, wherein the sludge scraper includes a flight for scraping sludge or scum, and an endless chain that supports the flight, and the settling accelerating portion includes a flight and an endless It arrange | positions in the space enclosed by the chain, and is installed substantially parallel with the flow direction of the to-be-processed water introduced into a sedimentation 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 sedimentation basin equipment of this invention has the characteristics that a sedimentation promotion part is arrange | positioned in the space enclosed by the flight and endless chain which comprise a sludge scraper. The water to be treated input to the sedimentation basin facility is a solid with a low sedimentation rate because solids of high specific gravity settle immediately after the addition, and then pass through the sedimentation basin facility while slowly separating and separating the solids. Sinks far into the sludge pit. The solid matter that has settled far away from the sludge pit is likely to re-float, and the sludge scraped on the downstream side in the flow direction of the treated water may re-float and flow out with the treated water. According to the feature of the present invention that the sedimentation promoting part is arranged in the space surrounded by the flight and the endless chain, the solid matter is promoted in the area close to the sludge pit, so that it is resuspended when the sludge is scraped off. It is possible to suppress the solid matter that flows 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。   Furthermore, the sedimentation basin equipment of this invention has the characteristics that a sedimentation promotion part is arrange | positioned substantially parallel with respect to the flow direction of to-be-processed water. The sedimentation promoting part of the present invention is a structure installed under the surface of the water to be treated, and in the region where the structure and the water to be treated are in contact with each other, the flow rate of the water to be treated is reduced by the frictional resistance with the structure. . This decrease in flow rate promotes sedimentation of solids. 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, and an action that prevents sedimentation of the solid matter occurs. In the sedimentation promoting portion of the present invention, the structure is disposed substantially parallel to the flow direction of the water to be treated, so that the 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。
Moreover, as one embodiment of the sedimentation basin equipment of this invention, a sedimentation promotion part is the several sedimentation promotion board arrange | positioned substantially parallel with respect to the flow direction of to-be-processed water, It is characterized by the above-mentioned.
According to this feature, the use of the sedimentation promotion plate as the sedimentation promotion part increases the area where the water to be treated comes into contact with the sedimentation promotion part, thereby further demonstrating the effect of the present invention that promotes sedimentation of solid matter. 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。
Moreover, as one embodiment of the sedimentation basin equipment of the present invention, the sedimentation accelerating portion is arranged downstream in 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, since the water to be treated containing a high-concentration solid immediately after being introduced into the sedimentation basin facility does not directly pass through the sedimentation promoting part, clogging of the sedimentation promoting part 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。
Moreover, as one embodiment of the sedimentation basin equipment of this invention, the length of the longitudinal direction of a sedimentation acceleration | stimulation part is more than the pitch interval of the flight in a 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 part has resistance to the flow of the water to be treated, if there is a watershed where the sedimentation promoting part does not exist, the water to be treated is likely to short-circuit without passing through the sedimentation promoting part. By setting the longitudinal length of the sedimentation acceleration part to be equal to or greater than the flight pitch interval in the sludge scraper, the water to be treated is promoted to settle because both the upper and lower parts of the sedimentation acceleration part are always applied. It is possible to prevent a short circuit without passing through the part, and to more reliably promote sludge settling.

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。   ADVANTAGE OF THE INVENTION According to this invention, the sedimentation basin equipment provided with the sludge scraper can provide the sedimentation basin equipment with which the function of sedimentation separation was reinforced.

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 sedimentation 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 (II arrow directional 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 sedimentation 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 sedimentation 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 line 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 sedimentation basin equipment of the present invention comprises a sludge scraping machine that scrapes sludge accumulated on the bottom of the sedimentation basin or the scum floating near the water surface of the sedimentation basin, and a sedimentation promoting unit that promotes sedimentation of solid matter. The sludge scraper is equipped with a flight for scraping sludge or scum and an endless chain that supports the flight, and the sedimentation promoting part is located in a space surrounded by the flight and the endless chain. It is arrange | positioned and it is installed substantially parallel with the flow direction of the to-be-processed water introduced into a sedimentation 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 sedimentation basin facility according to the present invention will be described in detail with reference to the drawings. In addition, about the structure of the sedimentation basin, sludge scraping machine, and sedimentation acceleration | stimulation part described in an embodiment, it illustrated only in order to demonstrate the sedimentation basin equipment which concerns on this invention, and is not limited to this.

[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 sedimentation basin facility 1a equipped with a sludge scraper according to the first embodiment of the present invention.
As shown in FIG. 1, the sedimentation basin facility 1a includes a sedimentation basin 10 such as a sewage treatment plant or a water purification plant, a sludge scraper 20 and a solid sedimentation accelerating unit 30 installed therein.

[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 pond]
The sedimentation basin 10 is configured to be horizontally long, and treated water 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 site 10 on the treated 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。   In addition, a scum discharge device 11 composed of a scum pipe that can rotate around an axis is provided over the entire width of the sedimentation basin 10 in the width direction (perpendicular to the paper surface). Yes. An opening extending in the axial direction is formed on the upper peripheral surface of the scum pipe, and the cross-sectional shape is C-shaped. Then, the scum pipe is rotated counterclockwise in FIG. 1 so that the floating portion (scum) floating on the water surface 10d is collected so that the opening portion is located below the water surface 10d, and then returns.

[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 moves around the settling tank 10 in the longitudinal direction. A pair of endless chains 22a is installed in the width direction (perpendicular to the paper surface) of the sedimentation basin 10, and flights (scraping blades) extending in the width direction of the sedimentation basin 10 are disposed on the pair of endless chains 22a. A plurality of 23 are arranged along the circumferential direction. The flight 23 is attached so as to cross a pair of endless chains 22 a, and both ends of the flight 23 extend from the endless chain 22 a to the outside in the width direction of the settling basin 10, 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 drive sprocket 21a and the three driven sprockets 21b, 21c, and 21d, and is attached so as to move around the settling basin 10. Further, the endless chain 22b is wound around the drive sprocket 21a and the motor sprocket 24a provided in the motor 24, and transmits the power of the motor 24 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 driving sprocket 21a and one driven sprocket 21b are installed in the vicinity of the water surface 10d, and the endless chain 22a hung between them is moved substantially horizontally along the water surface 10d. The scum floating on the water surface 10d is scraped toward the scum discharge device 11 by the flight 23 attached to the endless chain 22a.

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。   The remaining two driven sprockets 21c and 21d are installed in the vicinity of the pond bottom 10a, and the endless chain 22a hung between them is moved substantially horizontally along the pond bottom 10a. And by the flight 23 attached to the endless chain 22a, the sludge accumulated on the pond bottom 10a is scraped to the sludge pit 10b. The sludge collected in the sludge pitch 10b is discharged from the discharge pipe 10c to the outside of the sedimentation 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。   Known shapes can be used as the shapes of the endless chains 22a and 22b. Examples of the shapes of the endless chains 22a and 22b include a bushed chain, a roller chain, and a notch chain. From the viewpoint that it is easy to install an attachment for attaching the flight 23, a notch chain is preferable.

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。   Moreover, a known material can be used for the material of the endless chains 22a and 22b. Examples of the material of the endless chains 22a and 22b include a metal chain and a resin chain. Since the resin chain is lightweight, it has not only an advantage that the assembling work and the exchange work are easy, but also an advantage that the exchange frequency is reduced because of excellent corrosion resistance. 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。
[Settling accelerating part]
FIG. 2 is a schematic explanatory view showing the structure of the sedimentation accelerating portion 30 according to the first embodiment of the present invention (a view taken along the line II in FIG. 1).
As shown in FIG. 2, the settling promoting portion 30 is composed of a plurality of settling promoting plates 31 installed substantially parallel to the flow direction of the water to be treated W, and is surrounded by a flight 23 and an endless chain 2 a ( Hereinafter, it is referred to as “scraper internal space”). When the water W to be treated passes between the plurality of sedimentation promotion plates 31, friction resistance is generated by contacting the plate surface of the sedimentation promotion plate 31, so that the flow velocity in the vicinity of the plate surface decreases. The decrease in the flow rate can promote solid sedimentation.

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。   Moreover, the sedimentation promotion 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 to block the water to be treated W in order to reduce the flow rate of the water to be treated W, the flow of the water to be treated W changes in the vertical direction, and the solid matter that has settled re-floats. is there. 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, so Floating can be suppressed. From such technical significance, the sedimentation promoting part “installed substantially parallel to the flow direction of the water to be treated” in the present invention refers to the water W to be treated while reducing the flow rate of the water W to be treated. Is a structure that does not change the flow of the water to be treated W in the vertical direction when the water passes. That is, the sedimentation promoting portion of the present invention is not only for linearly passing the water to be treated W as in the first embodiment, but also for changing the flow of the water to be treated W in the horizontal direction. May be.

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。   Moreover, since the sedimentation promotion part 30 of this invention is arrange | positioned in the space enclosed by a flight and an endless chain, sedimentation of a solid substance is carried out in the near side (the flow direction upstream of the to-be-processed water W) of the sedimentation basin 10. Facilitate. Thereby, it can prevent that a solid substance settles in the flow direction downstream of the to-be-processed water W, and can suppress that a solid substance is discharged | emitted from the sedimentation basin 10 with a 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 promotion plate 31 is installed by inclining the plate member so that the mounting angle θ is approximately 60 ° with respect to the vertical direction of the pond bottom 10a. By installing the settling acceleration plate 31 at an inclination, the effective settling area (= inclined plate length × cos θ × inclination width) in the settling acceleration portion 30 can be increased. Thereby, sedimentation of sludge can be promoted 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, solids may be deposited on the settling acceleration plate 31. Therefore, the mounting angle θ is preferably 30 ° or more, more preferably 40 ° or more, and particularly preferably. 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 settling acceleration plate 31 is not particularly limited, and examples thereof include a metal plate such as stainless steel and a plastic plate member. From the viewpoint of light weight and excellent water resistance, a plastic plate-like 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 a plate-like member. FIG. 3 shows 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 stretched with a mesh 33, a cloth-like member stretched with a cloth, or the like may be installed like the settling acceleration 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 where the sedimentation promoting unit 30 is disposed in the internal space of the scraper is located upstream in the flow direction of the water to be treated W, the solids are easily clogged by the sedimentation promoting unit 30 because the solid content is large. Therefore, it is preferable that the arrangement | positioning location of the sedimentation acceleration | stimulation part 30 in the scraper interior space is the downstream of the flow direction of the to-be-treated water W. Specifically, as shown in the figure, the distance between the most upstream sprocket (drive sprocket 21a) and the most downstream sprocket (driven sprocket 21b) installed near the water surface 10d in the sludge scraper 20 is as follows. On the other hand, it is preferable to arrange the sedimentation promoting portion 30 in a range on the downstream side when the upstream and downstream are equally divided.

[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 a sedimentation basin facility 1b equipped with a sludge scraper according to the second embodiment of the present invention.
As shown in FIG. 4, the sedimentation basin equipment 1b of the second embodiment of the present invention has a length L1 in the longitudinal direction of the sedimentation promoting plate 31 that is equal to or greater than the pitch interval L2 of the flight 23 of the sludge scraper 20. It is. Other configurations are the same as those of the first embodiment.
According to this structure, since the flight 23 is always applied in the vertical direction of the sedimentation promoting plate 31, the treated water W is prevented from being short-circuited without passing through the sedimentation promoting unit 30, and solid sedimentation is promoted. 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 a settling basin facility 1c equipped with a sludge scraper according to a third embodiment of the present invention.
As shown in FIG. 5, the sedimentation basin equipment 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 those of 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 maintaining the endless chain 22a passing in the horizontal direction on the water surface 10d and the pond bottom 10a in the horizontal direction.
According to the chain guide rails 25a and 25b, the endless chain 22a on the water surface side of the sludge scraper 20 does not sag, so that the settling promoting portion 30 is damaged or endless due to contact between the endless chain 22a and the settling promoting portion 30. Troubles such as dropping of the chain 22a can be prevented. Moreover, as shown in FIG. 6, it becomes possible to provide the sedimentation promoting part 30 also inside the endless chain 22a that circulates, and the treated water W is prevented from being short-circuited without passing through the sedimentation promoting part 30. Can do.

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 drive sprocket 21a and one driven sprocket 21b. Rails 25a are installed.
A chain guide rail 25b for moving the endless chain 22a substantially horizontally along the pond bottom 10a is also installed between the remaining two driven sprockets 21c and 21d.

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。   In addition, although the chain guide rail is installed on both the water surface 10d side and the pond bottom 10a side, it may be installed only on the water surface 10d side. Moreover, although provided in the whole region between the drive sprocket 21a and the driven sprocket 21b and between the driven sprockets 21c and 21d, it suffices to be installed at least on the settling acceleration 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. For example, a metal such as stainless steel, a resin such as ultra high molecular weight polyethylene, or the like can be used. The same material as the endless chain 22a may be used, and a different material may be used. However, it is preferable to select a material in consideration that the chain guide rails 25a and 25b and the endless chain 22a come into contact with each other and slide. Considering the strength, it is preferable to use a chain guide rail made of metal such as stainless steel, and to provide a sliding portion made of resin such as ultra high molecular weight polyethylene at 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。   In addition, the embodiment mentioned above shows an example of a sedimentation basin equipment. The sedimentation basin equipment according to the present invention is not limited to the above-described embodiment, and the sedimentation 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, the sedimentation promoting unit in the sedimentation basin facility of the present embodiment may include a plurality of sedimentation promotion plates as one unit, and the plurality of units arranged along the flow direction of the water to be treated. The units may be installed with the same mounting angle, and the mounting angle may be different for each unit.
When the mounting angles of the plurality of units are set to the same angle, the solids settle in the same direction between the plurality of units, so that the solids can be stably settled. Therefore, it is suitable when sedimenting small particles that are likely to re-suspend due to disturbance of the flow of water to be treated.
On the other hand, when the mounting angles of the plurality of units are set to different angles, the flow rate of the water to be treated is further reduced in the subsequent unit, and the sedimentation of the solid matter can be further promoted. Therefore, it is suitable for the case where large particles that do not affect even if the flow of water to be treated is somewhat disturbed are quickly settled.

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。   Moreover, the sedimentation basin equipment of this embodiment is good also as what provides the conventional upward flow type inclination board in the back | latter stage of the sludge scraping machine 20. FIG. Thereby, it becomes possible to improve the function of a sedimentation basin more.

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 sedimentation basin equipment of the present invention is used for treating water to be treated containing solid matter such as sludge in, for example, sewage treatment plants, wastewater treatment plants, water purification plants, 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 Sedimentation basin equipment, 10 sedimentation 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 sprocket for motor, 25a, 25b chain guide rail, 30 settling acceleration part, 31 settling acceleration plate, 32 string-like body, 33 mesh, L1 longitudinal direction of settling acceleration plate Length, L2 flight pitch interval, W treated water

Claims (4)

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、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、沈殿池設備。
A sludge scraper that scrapes sludge accumulated at the bottom of the sedimentation basin or scum floating near the water surface of the sedimentation basin;
A sedimentation basin facility comprising a sedimentation facilitating section that promotes sedimentation of solid matter,
The sludge scraping machine comprises a flight that scrapes sludge or scum, and an endless chain that supports the flight,
The sedimentation promoting part is disposed in a space surrounded by the flight and the endless chain, and is installed substantially parallel to a flow direction of water to be treated introduced into a sedimentation basin. Pond equipment.
前記沈降促進部は、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、請求項1に記載の沈殿池設備。   The settling basin equipment according to claim 1, wherein the settling accelerating portion is a plurality of settling accelerating plates arranged substantially parallel to the flow direction of the water to be treated. 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又は2に記載の沈殿池設備。   The sedimentation according to claim 1 or 2, wherein the sedimentation promoting part is disposed downstream of a flow direction of water to be treated in a space surrounded by the flight and the endless chain. Pond equipment. 前記沈降促進部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、請求項1〜3のいずれか一項に記載の沈殿池設備。



The length of the longitudinal direction of the said sedimentation acceleration | stimulation part is more than the pitch interval of the said flight in the said sludge scraper, The sedimentation basin equipment as described in any one of Claims 1-3 characterized by the above-mentioned.



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