JP6399949B2 - Precipitation accelerator and sedimentation basin - Google Patents

Precipitation accelerator and sedimentation basin Download PDF

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JP6399949B2
JP6399949B2 JP2015039515A JP2015039515A JP6399949B2 JP 6399949 B2 JP6399949 B2 JP 6399949B2 JP 2015039515 A JP2015039515 A JP 2015039515A JP 2015039515 A JP2015039515 A JP 2015039515A JP 6399949 B2 JP6399949 B2 JP 6399949B2
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inclined body
precipitation
sedimentation basin
water
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昌次郎 渡邊
昌次郎 渡邊
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Swing Corp
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本発明は、上水、産業用水、下水、し尿、産業廃水等の各種水処理施設の沈殿池等に用いて好適な沈殿促進装置及び沈殿池に関するものである。   The present invention relates to a precipitation accelerating device and a sedimentation basin suitable for use in a sedimentation basin of various water treatment facilities such as clean water, industrial water, sewage, human waste, and industrial wastewater.

従来、各種水処理施設の沈殿工程を行う沈殿池で、より効果的な沈殿効果を期待する場合には、一般に、傾斜板沈殿装置又は傾斜管沈殿装置が設置される。このうち傾斜板沈殿装置は多数の傾斜板を並設して構成されている。沈殿池のフロック除去能力は、表面負荷率、即ち、被処理水の流量を、沈殿池の底面積で割った値で表され、この表面負荷率が小さいほど沈殿池のフロック除去能力が向上する。即ち、沈殿池の底面積が大きいほど沈殿池のフロック除去能力が向上する。そして傾斜板沈殿装置は、上述したように、多数の傾斜板を備えていることから、この傾斜板上にフロックを沈殿させることによって沈殿池の底面積を実質上大きくすることができる。従って、傾斜板沈殿装置は、沈殿池のフロックの除去能力を大幅に向上させることができる。   Conventionally, when a more effective precipitation effect is expected in a sedimentation basin that performs a precipitation process in various water treatment facilities, an inclined plate precipitation apparatus or an inclined pipe precipitation apparatus is generally installed. Of these, the inclined plate settling device is configured by arranging a large number of inclined plates in parallel. The floc removal capacity of the sedimentation basin is represented by the surface load factor, that is, the flow rate of the water to be treated divided by the bottom area of the sedimentation basin. The smaller this surface load factor, the better the floc removal capacity of the sedimentation basin. . That is, the larger the bottom area of the sedimentation basin, the better the floc removal ability of the sedimentation basin. And since the inclined plate sedimentation apparatus is equipped with many inclined plates as mentioned above, the bottom area of a sedimentation basin can be substantially enlarged by precipitating a floc on this inclined plate. Therefore, the inclined plate settling device can greatly improve the floc removal capability of the settling tank.

特開2002−316003号公報JP 2002-316003 A

上記傾斜板沈殿装置は、上水用や産業用水用の水処理施設等では良く使用されるが、下水用の水処理施設等では殆ど使用されていない。これは、上水等の場合は、SS(浮遊物質又は懸濁物質)の多くが無機性であり、傾斜板への付着が少なく、傾斜板に堆積するSSが比較的容易に自然落下し、また洗浄も容易だからであるのに対し、下水の場合は、有機性の汚泥のため、傾斜板に堆積した汚泥が自然落下しにくく、このため上下に設置した傾斜板間が閉塞し易く、生物膜も発生し、堆積した汚泥の洗浄も上水ほど容易ではないためである。   The inclined plate settling device is often used in water treatment facilities for water and industrial water, but is rarely used in water treatment facilities for sewage. This is because in the case of clean water etc., most of SS (floating matter or suspended matter) is inorganic, there is little adhesion to the inclined plate, and SS deposited on the inclined plate naturally falls relatively easily, In addition, because it is easy to wash, in the case of sewage, the sludge accumulated on the inclined plates is unlikely to fall naturally due to organic sludge. This is because a film is generated and the accumulated sludge is not as easy to clean as water.

本発明は上述の点に鑑みてなされたものでありその目的は、上水等ばかりでなく、下水等の有機性の汚泥であっても、傾斜体への汚泥堆積を起こしにくく、容易に洗浄できる構造にすることで、これを効果的に沈殿させて除去することができる沈殿促進装置及び沈殿池を提供することにある。   The present invention has been made in view of the above-mentioned points, and its purpose is not only to produce clean water but also organic sludge such as sewage. The object of the present invention is to provide a precipitation accelerating device and a sedimentation basin that can be effectively precipitated and removed by adopting such a structure.

本発明は、水平面に対して傾斜して設置される傾斜体を有し、被処理水中の沈殿物を前記傾斜体の傾斜面に沈降させ、さらに前記沈降した沈殿物を前記傾斜面に沿って下方に落下させる沈殿促進装置であって、前記傾斜体は、可撓性を有することでその傾斜面が揺動又は振動する構造に構成されており、さらに前記傾斜体は、常時又は所定のタイミング時に、弛ませた状態で設置されることを特徴とする。
傾斜体は可撓性を有するので、外力(下部からの散気や被処理水の流れや各種の振動等)によって揺動又は振動し、これによって傾斜面に沈殿した沈殿物の剥離が促される。このため、例え傾斜面に堆積した沈殿物が下水等の有機性の汚泥等であっても、沈殿物が剥離し易く、傾斜面から自然落下し、また生物膜の発生も抑えられ、これによって沈殿物を効果的に除去することが可能になる。傾斜体としては、シート状の傾斜シートが好ましいが、管状の傾斜管であっても良い。また前記シート状の傾斜体は複数枚とし、これらを上下に(また左右や奥行き方向に)所定の間隔をもって併設することが好ましい。
The present invention includes an inclined body that is inclined with respect to a horizontal plane, and precipitates in water to be treated are settled on the inclined surface of the inclined body, and further the sedimented sediment is along the inclined surface. A precipitation accelerating device for dropping downward, wherein the inclined body is configured to be flexible so that the inclined surface swings or vibrates , and the inclined body is always or at a predetermined timing. Sometimes it is installed in a relaxed state .
Since the inclined body has flexibility, it is oscillated or vibrated by external force (aeration from the lower part, flow of water to be treated, various vibrations, etc.), and this facilitates the separation of the sediment that has settled on the inclined surface. . For this reason, even if the sediment deposited on the sloping surface is organic sludge such as sewage, the sediment is easy to peel off, naturally falls from the sloping surface, and the generation of biofilm is also suppressed. It is possible to effectively remove the precipitate. The inclined body is preferably a sheet-shaped inclined sheet, but may be a tubular inclined tube. Further, it is preferable that a plurality of the sheet-like inclined bodies are provided, and these are arranged side by side with a predetermined interval in the vertical direction (and in the horizontal direction and the depth direction).

た傾斜体を弛ませることで、下部からの散気や被処理水の流れや各種の振動等によって傾斜体の揺動や振動を飛躍的に大きくできる。これによって可撓性とした傾斜体の作用・効果を大幅に向上でき、傾斜面に沈殿した沈殿物の剥離を飛躍的に向上できる。このため、例え沈殿物が有機性の汚泥等の除去の困難な沈殿物であってもこれを剥離でき、効果的に傾斜面から除去することが可能になる。従って上水等の無機物を中心とする沈殿物はもちろん、下水等の有機物を中心とする沈殿物であっても、これに対応できる。傾斜体は、常時弛ませておくこともできるが、所定のタイミング時に弛ませても良い。例えば、傾斜体上に沈殿物を沈殿させている時は傾斜体を緊張状態とし、洗浄をかける時にこれを弛ませる等しても良い。 By loosening the or inclination italic, it can dramatically increase the rocking or vibration of the tilting member such as by vibration air diffuser and the water to be treated flows and various from the bottom. As a result, the action and effect of the flexible inclined body can be greatly improved, and the separation of the precipitate deposited on the inclined surface can be dramatically improved. For this reason, even if the precipitate is a precipitate that is difficult to remove, such as organic sludge, it can be peeled off and can be effectively removed from the inclined surface. Accordingly, not only precipitates centered on inorganic substances such as tap water but also precipitates centered on organic substances such as sewage can be accommodated. The inclined body can be slackened at all times, but may be slackened at a predetermined timing. For example, when a precipitate is deposited on the inclined body, the inclined body may be in a tensioned state and may be loosened when washing is performed.

また本発明は、前記傾斜体の下側に、前記傾斜体の下面に気泡を当接させてこの傾斜体を揺動する散気手段を設置したことを特徴とする。
傾斜体の下面に当接した気泡は、傾斜面の下面に沿うように斜め上方に向けて上昇して行くが、その際、傾斜体は揺れる。特に傾斜体を弛ませて設置している場合は、その揺れの量が大きく、例え堆積した沈殿物が有機性の汚泥等の除去の困難な沈殿物であっても剥離でき、効果的に傾斜面から除去することができる。
Further, the present invention is characterized in that an air diffuser is provided on the lower side of the inclined body so that bubbles are brought into contact with the lower surface of the inclined body to swing the inclined body.
The bubbles that are in contact with the lower surface of the inclined body rise obliquely upward along the lower surface of the inclined surface, but the inclined body shakes at that time. Especially when the slanted body is slackened, the amount of shaking is large, and even if the deposited sediment is difficult to remove, such as organic sludge, it can be separated effectively. It can be removed from the surface.

また本発明は、前記弛んでいる傾斜体を引っ張って前記傾斜面上の沈殿物を払い落す傾斜体緊張手段を設置したことを特徴とする。
これによって、傾斜体の揺動によっても傾斜面から剥離し難い沈殿堆積物を、容易に剥離させて払い落すことができ、さらに効果的に、除去の困難な沈殿物の沈殿・剥離・除去を進めることができる。
Further, the present invention is characterized in that an inclined body tensioning means for pulling out the slanted inclined body to remove the deposit on the inclined surface is provided.
This makes it possible to easily peel off deposits that are difficult to peel off from the inclined surface even when the tilting body swings, and to effectively precipitate, peel, and remove precipitates that are difficult to remove. Can proceed.

また本発明は、前記傾斜体を振動させて前記傾斜面上の沈殿物を払い落す傾斜体振動手段を設置したことを特徴とする。
効果的な振動を傾斜体に印加することができ、これによって傾斜面から剥離し難い沈殿堆積物を、容易に剥離させて払い落すことができ、さらに効果的に、除去の困難な沈殿物の沈殿・剥離・除去を進めることができる。
Further, the present invention is characterized in that an inclined body vibration means for vibrating the inclined body to wipe off the deposit on the inclined surface is provided.
An effective vibration can be applied to the inclined body, so that the sediment that is difficult to peel off from the inclined surface can be easily peeled off and removed, and more effectively, the sediment that is difficult to remove can be removed. Precipitation / peeling / removal can proceed.

また本発明にかかる沈殿池は、上記沈殿促進装置を被処理水中に設置したことを特徴とする。   The settling basin according to the present invention is characterized in that the settling accelerator is installed in water to be treated.

本発明によれば、上水等ばかりでなく、下水等の有機性の汚泥であっても、これを効果的に沈殿させて除去することができる。   According to the present invention, not only clean water etc. but also organic sludge such as sewage can be effectively precipitated and removed.

沈殿促進装置1を設置した沈殿池100の一例を示す概略側断面図である。It is a schematic sectional side view which shows an example of the sedimentation basin 100 which installed the precipitation acceleration apparatus 1. FIG. 沈殿促進装置1の構造(その一部)を示す概略斜視図である。It is a schematic perspective view which shows the structure (the part) of the precipitation promoting apparatus. 沈殿促進装置1を簡略化してその一部を示す概略斜視図である。It is a schematic perspective view which simplifies the precipitation acceleration apparatus 1 and shows the one part. 図3に示す沈殿促進装置1の骨組構造を示す概略斜視図である。It is a schematic perspective view which shows the frame structure of the precipitation acceleration apparatus 1 shown in FIG. 沈殿促進装置1の動作説明図であり、図5(a)は図3に示す沈殿促進装置1の側面図(矢印A1方向から見た図)、図5(b)は図3に示す沈殿促進装置1の正面図(矢印A2方向から見た図)である。It is operation | movement explanatory drawing of the precipitation promotion apparatus 1, FIG. 5 (a) is a side view (figure seen from the arrow A1 direction) of the precipitation promotion apparatus 1 shown in FIG. 3, FIG.5 (b) is the precipitation promotion shown in FIG. 2 is a front view of the device 1 (viewed from the direction of arrow A2). FIG. 沈殿促進装置1−2の一例を示す図である。It is a figure which shows an example of the precipitation acceleration apparatus 1-2. 沈殿促進装置1−3の一例を示す図である。It is a figure which shows an example of the precipitation acceleration | stimulation apparatus 1-3.

以下、本発明の実施形態を図面を参照して詳細に説明する。
図1は本発明の一実施形態にかかる沈殿促進装置1を設置した沈殿池100の一例を示す概略側断面図である。下水処理施設等の水処理施設には、被処理水中の細かい汚れを底に沈めるための最初沈殿池や、微生物によって分解された後の被処理水中の活性汚泥を底に沈めるための最終沈殿池等が利用されており、図1に示す沈殿促進装置1は、これらの沈殿池100に使用されるものである。沈殿池100は、池内の被処理水101の偏流を防ぐと共に、被処理水101の流れに直進性を与えるために横長構造になっている。沈殿池100内の中央付近に、本実施形態に係る沈殿促進装置1が設置される。なお、図1に示す沈殿池100は、代表的な横流式沈殿池であり、このときの水の流れは、横(水平)方向であるが、図1に点線で示すように、沈殿促進装置1の直前に沈殿池100の上半分程度を塞ぐ遮蔽板103を設置することで、沈殿促進装置1への水の流れを下から上への上向流にした上向流式沈殿池としても良い。なお、以下の説明では、主として、沈殿池100が横流式沈殿池(遮蔽板103がないもの)として説明する。また、沈殿池100の構造には種々の変更が可能であることは言うまでもなく、図示した以外の各種構成の横流式沈殿池や縦流式沈殿池に本発明を適用しても良い。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
FIG. 1 is a schematic cross-sectional side view showing an example of a sedimentation basin 100 in which a sedimentation promotion apparatus 1 according to an embodiment of the present invention is installed. In water treatment facilities such as sewage treatment facilities, the first sedimentation basin for sinking fine dirt in the treated water to the bottom, and the final sedimentation basin for sinking activated sludge in the treated water after being decomposed by microorganisms to the bottom Etc. are used, and the sedimentation promotion apparatus 1 shown in FIG. 1 is used for these sedimentation basins 100. The sedimentation basin 100 has a horizontally long structure in order to prevent drift of the water to be treated 101 in the pond and to impart straightness to the flow of the water to be treated 101. In the vicinity of the center in the sedimentation basin 100, the sedimentation promotion apparatus 1 according to the present embodiment is installed. The sedimentation basin 100 shown in FIG. 1 is a typical lateral flow sedimentation basin, and the water flow at this time is in the horizontal (horizontal) direction, but as shown by the dotted line in FIG. By installing a shielding plate 103 that closes the upper half of the sedimentation basin 100 immediately before 1, an upward flow sedimentation basin in which the flow of water to the sedimentation promotion device 1 is directed upward from the bottom to the top is also possible. good. In the following description, the sedimentation basin 100 is mainly described as a cross-flow sedimentation basin (without the shielding plate 103). In addition, it goes without saying that various changes can be made to the structure of the sedimentation basin 100, and the present invention may be applied to cross-flow sedimentation basins and longitudinal flow sedimentation basins having various configurations other than those shown in the drawings.

図2は沈殿促進装置1の構造(その一部)を示す概略斜視図である。同図に示すように沈殿促進装置1は、斜めに傾斜するシート状の傾斜体(傾斜シート)10を多数枚(複数枚)、縦横に併設して構成されている。傾斜体10の下方には、気泡を吐出する散気装置50が設置されている。同図では、傾斜体10が同一傾斜方向で上下に多数枚配置したユニットを上下左右にそれぞれ2組配置しているが、基本構造は、傾斜体10が多数枚併設された点線で囲む1ユニットであり、沈殿池100の水深が深い場合には、上記ユニットを高さ方向に多段(2段に限らず)に配置し、一方沈殿池100の水平方向の幅が広い場合には、上記ユニットを水平方向に複数個(2個に限らず)配置する。高さ方向にユニットを多段配置する場合は、下側に設置する傾斜体10の傾斜方向と、その上側に設置する傾斜体10の傾斜方向を逆向きとなるようにする。つまり、多層構造とされた傾斜体10は、縦方向に向かって、ジグザグ状(鋸歯状)にその傾斜の向きを交互に変えて配置され、これによって下部から散気される空気が片側に寄らず全体に洗浄効果が行き渡るようにしている。但し、場合によっては、必ずしもジグザグ状に配置しなくても良い。また、各傾斜体10間の隙間は横方向(水平方向、水の流れ方向)Sに向かって被処理水がスムーズに通過できるように構成されている。なお、上向流式沈殿池の場合は、各傾斜体10間の隙間を横方向Sに向かって被処理水がスムーズに通過できるように構成する必要がないことは言うまでもない。   FIG. 2 is a schematic perspective view showing the structure (a part thereof) of the precipitation promoting device 1. As shown in FIG. 1, the precipitation accelerating device 1 is configured by arranging a large number (several sheets) of sheet-like inclined bodies (inclined sheets) 10 that are inclined obliquely, vertically and horizontally. A diffuser 50 for discharging bubbles is installed below the inclined body 10. In the figure, two sets of units each having a plurality of inclined bodies 10 arranged vertically in the same inclination direction are arranged vertically and horizontally, but the basic structure is one unit surrounded by a dotted line in which a large number of inclined bodies 10 are provided. In the case where the water depth of the sedimentation basin 100 is deep, the above units are arranged in multiple stages (not limited to 2) in the height direction, whereas when the horizontal width of the sedimentation basin 100 is wide, the unit Are arranged in a horizontal direction (not limited to two). When the units are arranged in multiple stages in the height direction, the inclination direction of the inclined body 10 installed on the lower side and the inclination direction of the inclined body 10 installed on the upper side are reversed. That is, the inclined body 10 having a multi-layer structure is arranged in a zigzag shape (sawtooth shape) alternately in the vertical direction so that air diffused from the lower side is moved to one side. The cleaning effect is spread throughout. However, in some cases, it is not always necessary to arrange them in a zigzag shape. Moreover, the clearance gap between each inclined body 10 is comprised so that to-be-processed water can pass smoothly toward the horizontal direction (horizontal direction, the flow direction of water) S. FIG. In addition, in the case of an upflow type sedimentation basin, it goes without saying that it is not necessary to configure the gap between the inclined bodies 10 so that the water to be treated can smoothly pass in the lateral direction S.

図1の流入側C1より沈殿池100内に導入された被処理水101は、沈殿池100内を下流側に向かって流れる。沈降速度の大きい沈殿物は沈殿促進装置1に流入する前に直接沈殿池の底に沈殿するが、沈降速度の小さい沈殿物は、沈殿促進装置1内に流入し、各傾斜体10の表面(傾斜面)11上に沈殿する。傾斜面11上に沈殿した沈殿物はこの傾斜面11上を滑落することで、沈殿池100の底に沈殿する。沈殿池100の底に沈殿した沈殿物は、図示しない排泥装置などによって、沈殿池100の外に排出される。一方、沈殿物が取り除かれた被処理水101は、流出側C2より沈殿池100の外部に排出され、次の工程に移行する。   The treated water 101 introduced into the sedimentation basin 100 from the inflow side C1 in FIG. 1 flows through the sedimentation basin 100 toward the downstream side. Precipitates with a high sedimentation rate settle directly to the bottom of the sedimentation basin before flowing into the sedimentation accelerator 1, but sediments with a low sedimentation rate flow into the sedimentation accelerator 1, and the surface of each inclined body 10 ( Sloped on 11). The sediment deposited on the inclined surface 11 slides down on the inclined surface 11 and settles on the bottom of the sedimentation basin 100. The sediment deposited on the bottom of the sedimentation basin 100 is discharged out of the sedimentation basin 100 by a mud discharge device (not shown). On the other hand, the water to be treated 101 from which the sediment has been removed is discharged from the outflow side C2 to the outside of the sedimentation basin 100 and proceeds to the next step.

図3は沈殿促進装置1を簡略化してその一部を示す概略斜視図であり、図4はその骨組構造である保持枠30を示す概略斜視図である。なお図3では、図示の都合上、保持枠30の内の下記する外枠31については点線で示している。図3に示す沈殿促進装置1は、奥行き方向に2つの傾斜体10を示し、一方前記図2に示す沈殿促進装置1では奥行き方向に1つの傾斜体10を示し、また傾斜体10の向きが異なる等、図3,図4の傾斜体10と図2の傾斜体10の記載状態は異なっている。なお、図3,図4では、奥行き方向に2連構造としているが、実際は必要に応じて1つ又は3連以上としても良い。また上下方向にも同様に多段としても良い。   FIG. 3 is a schematic perspective view showing a part of the precipitation accelerating device 1 in a simplified manner, and FIG. 4 is a schematic perspective view showing a holding frame 30 which is a framework structure thereof. In FIG. 3, the outer frame 31 described below in the holding frame 30 is indicated by a dotted line for convenience of illustration. The sedimentation promoting apparatus 1 shown in FIG. 3 shows two inclined bodies 10 in the depth direction, while the precipitation promoting apparatus 1 shown in FIG. 2 shows one inclined body 10 in the depth direction. The described states of the inclined body 10 in FIGS. 3 and 4 and the inclined body 10 in FIG. 2 are different. 3 and 4, a double structure is used in the depth direction, but in practice, one or three or more may be used as necessary. Similarly, it may be multistage in the vertical direction.

図4に示すように沈殿促進装置1の保持枠30は、直方体形状に組まれた外枠31と、前記外枠31によって形成される左右両端と中央の平行な3つの面(水の流れSに直交する面)内に等間隔に斜めに取り付けられた複数本ずつ(6本ずつ)の傾斜体保持枠33とを具備して構成されている。保持枠30は金属等の硬質部材で構成されているが、その代りにロープなどの柔軟性のある部材で構成しても良い。各傾斜体保持枠33は、等間隔で平行に、水平方向に対して所定の傾斜角度(θ=45°〜80°、望ましくは60°)を持って配置されている。   As shown in FIG. 4, the holding frame 30 of the precipitation accelerating device 1 includes an outer frame 31 assembled in a rectangular parallelepiped shape, and three parallel surfaces (water flow S) at the left and right ends and the center formed by the outer frame 31. A plurality of (six each) inclined body holding frames 33 that are obliquely attached at equal intervals in a plane perpendicular to the surface). The holding frame 30 is made of a hard member such as a metal, but may instead be made of a flexible member such as a rope. Each inclined body holding frame 33 is arranged in parallel at equal intervals with a predetermined inclination angle (θ = 45 ° to 80 °, preferably 60 °) with respect to the horizontal direction.

そして、図3に示すように、水の流れS方向に向かって同じ位置に配置された3本ずつの傾斜体保持枠33には、それぞれ1枚ずつ、長尺帯状でシート状の傾斜体(傾斜シート)10が架け渡されて取り付けられている。各傾斜体10は、可撓性を有するシートによって構成され、例えば、表面が滑らかなフッ素樹脂シート(またはフッ素樹脂コートされたシート)や軟質ポリ塩化ビニルシート等の各種樹脂シート、織物、ゴムシート等によって構成されている。各傾斜体10は、その両端と中央部分がそれぞれ傾斜体保持枠33に取り付けられている。その際、各傾斜体10は、掛け渡した隣り合う傾斜体保持枠33間で弛ませた状態としている。なお、弛みは特に規定はないが、望ましくは、支持長さ(隣り合う傾斜体保持枠33間の長さ)の5%〜30%程度が好ましい。また隣り合う傾斜体10間の水平方向の隙間(即ち隣り合う傾斜体保持枠33間の水平方向の間隔)L1は、例えば100mm程度(50〜200mm、好ましくは75〜150mm)としている。   Then, as shown in FIG. 3, each of the three inclined body holding frames 33 arranged at the same position in the direction of the water flow S is a long belt-like inclined body (one sheet). An inclined sheet) 10 is installed over the bridge. Each inclined body 10 is composed of a flexible sheet, for example, various resin sheets such as a fluororesin sheet (or a fluororesin-coated sheet) having a smooth surface and a soft polyvinyl chloride sheet, a woven fabric, and a rubber sheet. Etc. are constituted. Each inclined body 10 is attached to the inclined body holding frame 33 at both ends and a central portion thereof. At that time, each inclined body 10 is in a state of being loosened between the adjacent inclined body holding frames 33 that are spanned. The slack is not particularly defined, but is desirably about 5% to 30% of the support length (the length between adjacent inclined body holding frames 33). Further, the horizontal gap between adjacent inclined bodies 10 (that is, the horizontal interval between adjacent inclined body holding frames 33) L1 is, for example, about 100 mm (50 to 200 mm, preferably 75 to 150 mm).

傾斜体10及び傾斜体保持枠30の下方には、散気装置(散気手段)50が設置されている。散気装置50は、パイプ51の長手方向に向かって散気孔53を複数設けて構成されている。散気装置50は、図1に示すように、送風機55に接続されており、送風機55を駆動することで、各散気孔53から散気される。各パイプ51は、少なくとも最も下に位置する傾斜体10の下部に設置するのが好ましく、さらに図示はしないが上下方向に複数設置されている傾斜体10の間に設置しても良い。なお、散気装置は、上記パイプ構造の散気装置に限定されず、散気できる装置(特に全体に均一に散気できる装置)であればどのような構成であっても良い。   Below the inclined body 10 and the inclined body holding frame 30, an air diffuser (aeration means) 50 is installed. The air diffusion device 50 is configured by providing a plurality of air diffusion holes 53 in the longitudinal direction of the pipe 51. As shown in FIG. 1, the air diffuser 50 is connected to an air blower 55, and air is diffused from each air diffuser 53 by driving the air blower 55. Each pipe 51 is preferably installed at least in the lower part of the lowermost inclined body 10, and may be installed between a plurality of inclined bodies 10 that are not shown in the drawing but are vertically arranged. Note that the air diffuser is not limited to the above-described air diffuser having a pipe structure, and may have any configuration as long as it is a device that can diffuse air (particularly, a device that can uniformly diffuse the entire air).

次に沈殿促進装置1の動作を説明する。前述のように、図1に示す沈殿池100において、流入側C1より沈殿池100内に導入された被処理水101は、沈殿池100内を下流側に向かって流れる際に、図2や図3に示す沈殿促進装置1の各傾斜体10間の隙間に流入し、被処理水101中の沈殿物が各傾斜体10の表面(傾斜面11)上に沈殿する。傾斜面11上に沈殿した沈殿物はこの傾斜面11上を滑落することで、沈殿池100の底に沈殿していくが、一部の沈殿物は、傾斜面11上に堆積し、自然落下しない。一方定期的に(例えば10分/1日)、送風機55を駆動することで、各散気孔53から散気を行う。   Next, the operation of the precipitation promoting device 1 will be described. As described above, in the sedimentation basin 100 shown in FIG. 1, the treated water 101 introduced into the sedimentation basin 100 from the inflow side C1 flows in the sedimentation basin 100 toward the downstream side as shown in FIG. 3 flows into the gaps between the inclined bodies 10 of the precipitation promoting apparatus 1 shown in FIG. 3, and the precipitate in the water 101 to be treated is deposited on the surfaces (inclined surfaces 11) of the inclined bodies 10. The sediment deposited on the inclined surface 11 slides down on the inclined surface 11 and settles on the bottom of the sedimentation basin 100, but a part of the sediment accumulates on the inclined surface 11 and falls naturally. do not do. On the other hand, air is diffused from each air diffuser 53 by driving the blower 55 periodically (for example, 10 minutes / 1 day).

図5は沈殿促進装置1の動作説明図であり、図5(a)は図3に示す沈殿促進装置1の側面図(矢印A1方向から見た図)、図5(b)は図3に示す沈殿促進装置1の正面図(矢印A2方向から見た図)である。これらの図に示すように、傾斜体10の下方から散気を行うと、上昇する気泡が傾斜体10の下面に当接し、下面に沿いながら斜め上方に向けて上昇していく。このとき、可撓性を有し且つ弛んでいる傾斜体10は、気泡によって容易に押し上げられ、揺動する。このように傾斜体10が揺動すると、傾斜体10の傾斜面11に沈殿して堆積していた沈殿物の剥離が強く促される。このため、例え堆積した沈殿物が下水等の有機性の汚泥等であっても、沈殿物が剥離され、傾斜面11から自然落下し、また生物膜の発生も抑えられ、これらのことから沈殿物を効果的に除去することができる。実際には、図2に示すように、傾斜体10は上下方向にジグザグに設置されているので、気泡もジグザグに、傾斜体10の下面に当接しながら上昇してゆき、上下の傾斜体10を順番に揺動して行く。逆に、傾斜体10から剥離した汚泥は、上下の傾斜体10の上面に沿ってジグザグに下降して行き、沈殿池100の底に至る。また傾斜体10は、被処理水101の流れによっても、緩やかになびくので、この点からも傾斜体10の傾斜面11への沈殿物の堆積が起こりにくい。   FIG. 5 is a diagram for explaining the operation of the precipitation accelerating device 1. FIG. 5 (a) is a side view of the precipitation accelerating device 1 shown in FIG. 3 (viewed from the direction of arrow A1), and FIG. It is a front view (figure seen from arrow A2 direction) of the precipitation promoting apparatus 1 shown. As shown in these drawings, when air is diffused from below the inclined body 10, the rising bubbles come into contact with the lower surface of the inclined body 10 and rise upward obliquely while being along the lower surface. At this time, the slanted body 10 having flexibility and slack is easily pushed up by the bubbles and swings. When the tilting body 10 swings in this way, peeling of the sediment that has settled and deposited on the tilted surface 11 of the tilting body 10 is strongly urged. For this reason, even if the deposited sediment is organic sludge such as sewage, the sediment is peeled off, naturally falls from the inclined surface 11, and the generation of a biofilm is suppressed. Objects can be effectively removed. In practice, as shown in FIG. 2, since the inclined body 10 is installed in a zigzag manner in the vertical direction, the bubbles also rise in a zigzag manner while abutting against the lower surface of the inclined body 10, and the upper and lower inclined bodies 10. Swing in order. On the contrary, the sludge separated from the inclined body 10 descends zigzag along the upper surfaces of the upper and lower inclined bodies 10 and reaches the bottom of the sedimentation basin 100. In addition, since the inclined body 10 gently flutters with the flow of the water 101 to be treated, deposits are not easily deposited on the inclined surface 11 of the inclined body 10 from this point.

なお、本発明は、前記傾斜体10を弛ませなくても構成できる。即ち、傾斜体10はこれを隣り合う傾斜体保持枠33間に張った状態に設置してもよい。このように構成しても、気泡の当接や、被処理水101の流れによって、傾斜体10を揺動できるからである。しかし、上記実施形態のように、傾斜体10を弛ませておけば、下部からの散気や被処理水101の流れ等によって傾斜体10の揺動を飛躍的に大きくすることができ、これによって可撓性のある傾斜体10の作用・効果を大幅に向上することができるので、傾斜面11に沈殿した沈殿物の剥離を飛躍的に向上させることができる。このため、例え堆積した沈殿物が有機性の汚泥等の除去の困難な沈殿物であったとしてもこれを剥離でき、より効果的に沈殿物の除去を行うことができる。従って上水等の無機物を中心とする沈殿物はもちろん、下水等の有機物を中心とする沈殿物であっても、効果的にその沈殿を促進させることができる。   In addition, this invention can be comprised even if the said inclination body 10 is not slackened. That is, the inclined body 10 may be installed in a state where it is stretched between adjacent inclined body holding frames 33. This is because even with this configuration, the inclined body 10 can be swung by the contact of bubbles and the flow of the water 101 to be treated. However, if the inclined body 10 is slackened as in the above embodiment, the swing of the inclined body 10 can be greatly increased by the diffused air from the lower part or the flow of the water 101 to be treated. Therefore, the action / effect of the flexible inclined body 10 can be greatly improved, and the separation of the sediment deposited on the inclined surface 11 can be greatly improved. For this reason, even if the deposited deposit is a deposit that is difficult to remove, such as organic sludge, it can be removed, and the deposit can be removed more effectively. Therefore, not only precipitates centered on inorganic substances such as tap water but also precipitates centered on organic substances such as sewage can be effectively promoted.

図6は他の実施形態に係る沈殿促進装置1−2の一例を示す図であり、前記図5(b)に相当する部分を示している。同図に示す沈殿促進装置1−2において、前記図1〜図5に示す沈殿促進装置1と同一又は相当部分には同一符号を付す。なお以下で説明する事項以外の事項については、前記図1〜図5に示す実施形態と同じである。同図に示すように、この沈殿促進装置1−2は、散気装置50を設置する代りに、傾斜体緊張装置(傾斜体緊張手段)60を設置している。傾斜体緊張装置60は、長尺帯状の各傾斜体10の一端辺に取り付けられており、各傾斜体10を外方(矢印E方向)に向けて引っ張る機能を有する。傾斜体緊張装置60の構造は、油圧式、エア式、電磁式、カム式、ばね式等、種々の構造の装置が考えられる。傾斜体緊張装置60を駆動すると、傾斜体10は、傾斜体緊張装置60側に引っ張られて弛んでいた傾斜体10が矢印F方向に引き上げられて緊張し、図6に点線で示す位置に移動する。前記傾斜体緊張装置60を元の位置に戻した際は、傾斜体10も元の弛んだ状態に戻る。   FIG. 6 is a view showing an example of the precipitation promoting device 1-2 according to another embodiment, and shows a portion corresponding to FIG. 5B. In the precipitation accelerating device 1-2 shown in the figure, the same or corresponding parts as those in the precipitation accelerating device 1 shown in FIGS. Note that matters other than those described below are the same as those in the embodiment shown in FIGS. As shown in the figure, in this precipitation accelerating device 1-2, an inclined body tensioning device (inclined body tensioning means) 60 is installed instead of installing the air diffuser 50. The inclined body tensioning device 60 is attached to one end of each elongated belt-like inclined body 10 and has a function of pulling each inclined body 10 outward (in the direction of arrow E). As the structure of the inclined body tensioning device 60, devices of various structures such as a hydraulic type, an air type, an electromagnetic type, a cam type, and a spring type can be considered. When the slant body tensioning device 60 is driven, the slant body 10 is pulled to the slant body tensioning device 60 side and the slanted body 10 is slackened by being pulled up in the direction of arrow F, and moves to the position indicated by the dotted line in FIG. To do. When the inclined body tensioning device 60 is returned to the original position, the inclined body 10 also returns to the original slack state.

傾斜体10の傾斜面11上に所定量の堆積物が堆積した状態(例えば前回の駆動から1日経過後)で、傾斜体緊張装置60を、例えば数秒毎に複数回駆動し、弛んだ傾斜体10を緊張させる。この緊張による衝撃で、傾斜体10の傾斜面11上に堆積していた堆積物は剥離される。このため、傾斜体10の揺動だけではその傾斜面11からの剥離が難しい沈殿堆積物も、これを容易に剥離させて払い落すことができ、さらに効果的に、除去の困難な沈殿物の沈殿・剥離・除去を進めることができる。なお、上記傾斜体緊張装置60のように傾斜体10を直接引っ張る代わりに、傾斜体10を取り付けた傾斜体保持枠33を幅外方に引っ張るよう傾斜体緊張装置を取り付け、これによって傾斜体10を緊張させるように構成しても良い。   In a state in which a predetermined amount of deposit has accumulated on the inclined surface 11 of the inclined body 10 (for example, after one day has passed since the previous driving), the inclined body tensioning device 60 is driven a plurality of times, for example, every few seconds, and the inclined body is slackened. Tension 10 The deposit deposited on the inclined surface 11 of the inclined body 10 is peeled off by the impact due to the tension. For this reason, the sediment that is difficult to peel off from the inclined surface 11 only by swinging the inclined body 10 can be easily peeled off and removed, and more effectively, the sediment that is difficult to remove. Precipitation / peeling / removal can proceed. Instead of directly pulling the tilted body 10 as in the tilted body tensioning device 60, the tilted body tensioning device is attached so as to pull the tilted body holding frame 33 to which the tilted body 10 is attached outward. You may comprise so that it may be tense.

図7はさらに他の実施形態に係る沈殿促進装置1−3の一例を示す図であり、前記図5(b)に相当する部分を示している。同図に示す沈殿促進装置1−3において、前記図1〜図5に示す沈殿促進装置1と同一又は相当部分には同一符号を付す。なお以下で説明する事項以外の事項については、前記図1〜図5に示す実施形態と同じである。同図に示すように、この沈殿促進装置1−3は、散気装置50や傾斜体緊張装置60を設置する代りに、傾斜体振動装置(傾斜体振動手段)70を設置している。傾斜体振動装置70は、長尺帯状の各傾斜体10の一端辺に取り付けられており、各傾斜体10を長手方向(矢印G方向)に振動させる機能を有する。傾斜体振動装置70の構造は、電動式、カム式等、種々の構造の装置が考えられる。傾斜体振動装置70を駆動して傾斜体10を振動させた際は、図7に矢印Hで示すように、傾斜体10は、その長手方向に振動する。   FIG. 7 is a view showing an example of the precipitation accelerating device 1-3 according to still another embodiment, and shows a portion corresponding to FIG. 5B. In the precipitation accelerating device 1-3 shown in the figure, the same or corresponding parts as those in the precipitation accelerating device 1 shown in FIGS. Note that matters other than those described below are the same as those in the embodiment shown in FIGS. As shown in the figure, this precipitation accelerating device 1-3 is provided with an inclined body vibration device (inclined body vibration means) 70 instead of installing the diffuser device 50 and the inclined body tension device 60. The inclined body vibration device 70 is attached to one end side of each elongated belt-like inclined body 10 and has a function of vibrating each inclined body 10 in the longitudinal direction (arrow G direction). As the structure of the inclined body vibration device 70, devices having various structures such as an electric type and a cam type can be considered. When the inclined body vibration device 70 is driven to vibrate the inclined body 10, the inclined body 10 vibrates in the longitudinal direction as indicated by an arrow H in FIG.

傾斜体10の傾斜面11上に所定量の堆積物が堆積した状態(例えば前回の駆動から1日経過後)で、傾斜体振動装置70を駆動して振動させる。この振動によって、傾斜体10の傾斜面11上に堆積していた堆積物は剥離する。このため、傾斜体10の揺動だけではその傾斜面11から剥離し難い沈殿堆積物でも、これを容易に剥離させて払い落すことができ、さらに効果的に、除去の困難な沈殿物の沈殿・剥離・除去を進めることができる。なおこの例では傾斜体10に傾斜体振動装置70を取り付けたが、保持枠30に傾斜体振動装置70を設置し、保持枠30の振動を傾斜体10に伝導させるように構成しても良い。   In a state where a predetermined amount of deposit is deposited on the inclined surface 11 of the inclined body 10 (for example, after one day has passed since the previous driving), the inclined body vibration device 70 is driven to vibrate. By this vibration, the deposits deposited on the inclined surface 11 of the inclined body 10 are peeled off. For this reason, even a sediment that is difficult to peel off from the inclined surface 11 only by swinging the inclined body 10 can be easily peeled off and deposited, and more effectively, precipitation of a precipitate that is difficult to remove.・ Peeling and removal can proceed. In this example, the inclined body vibration device 70 is attached to the inclined body 10, but the inclined body vibration device 70 may be installed in the holding frame 30 so that the vibration of the holding frame 30 is conducted to the inclined body 10. .

以上説明した散気装置50と傾斜体緊張装置60と傾斜体振動装置70は、これらを併用しても良い。例えば通常の運転時は、散気装置50を用いて傾斜体10を揺動することで傾斜面11上に沈殿物が堆積しないようにし、それでも堆積物が生じて散気だけではこれを除去できない場合に傾斜体緊張装置60や傾斜体振動装置70を駆動して前記堆積物を剥離させ、払い落すように構成しても良い。   The diffuser 50, the inclined body tensioning device 60, and the inclined body vibrating device 70 described above may be used in combination. For example, during normal operation, the slant body 10 is swung using the air diffuser 50 to prevent deposits from accumulating on the inclined surface 11, and deposits still form and cannot be removed only by aeration. In such a case, the slant body tensioning device 60 or the slant body vibration device 70 may be driven to peel off the deposit and to be removed.

以上本発明の実施形態を説明したが、本発明は上記実施形態に限定されるものではなく、特許請求の範囲、及び明細書と図面に記載された技術的思想の範囲内において種々の変形が可能である。なお直接明細書及び図面に記載がない何れの形状や構造や材質であっても、本願発明の作用・効果を奏する以上、本願発明の技術的思想の範囲内である。例えば、上記実施形態では、傾斜体として帯状のシートを用いたが、シートは帯状以外の形状(例えば多角形状や円形等)であっても良い。また上記実施形態では複数の傾斜体を所定の間隔で離間して上下左右と奥行き方法に併設することとしたが、場合によっては、1枚の傾斜体を設置することで沈殿促進装置を構成しても良い。また骨組構造である保持枠の形状・構造も、種々の変更が可能である。   Although the embodiments of the present invention have been described above, the present invention is not limited to the above-described embodiments, and various modifications can be made within the scope of the technical idea described in the claims and the specification and drawings. Is possible. Note that any shape, structure, or material not directly described in the specification and drawings is within the scope of the technical idea of the present invention as long as the effects and advantages of the present invention are exhibited. For example, in the above embodiment, a belt-like sheet is used as the inclined body, but the sheet may have a shape other than the belt-like shape (for example, a polygonal shape or a circular shape). Further, in the above embodiment, a plurality of inclined bodies are separated at a predetermined interval and provided side by side in the vertical and horizontal directions and the depth method. However, in some cases, a single precipitation body is provided to configure the precipitation promoting device. May be. Various changes can be made to the shape and structure of the holding frame, which is a frame structure.

また上記実施形態では、傾斜体として傾斜シートを示したが、その代りに、傾斜管によって構成しても良い。即ち、例えば、可撓性を有する傾斜管の集合体を、弛みを持たせて設置することで、前記傾斜シートに代えても良い。要は、可撓性を有することでその傾斜面が揺動又は振動する構造の傾斜体であればどのような構成でもよい。   Moreover, in the said embodiment, although the inclination sheet | seat was shown as an inclination body, you may comprise with an inclination pipe | tube instead. In other words, for example, an inclined tube assembly having flexibility may be replaced with the inclined sheet by installing it with a slack. In short, any structure may be used as long as it is flexible and has a structure in which the inclined surface swings or vibrates.

1 沈殿促進装置
10 傾斜体(傾斜シート)
11 傾斜面
30 保持枠
50 散気装置(散気手段)
100 沈殿池(沈殿槽)
101 被処理水
1−2 沈殿促進装置
60 傾斜体緊張装置(傾斜体緊張手段)
1−3 沈殿促進装置
70 傾斜体振動装置(傾斜体振動手段)
10−2 傾斜体(傾斜管)
1 Precipitation accelerator 10 Inclined body (inclined sheet)
11 Inclined surface 30 Holding frame 50 Air diffuser (air diffuser)
100 Sedimentation basin (sedimentation tank)
101 Water to be treated 1-2 Precipitation accelerator 60 Inclined body tension device (Inclined body tension means)
1-3 Precipitation accelerator 70 Inclined body vibration device (Inclined body vibration means)
10-2 Inclined body (inclined tube)

Claims (6)

水平面に対して傾斜して設置される傾斜体を有し、被処理水中の沈殿物を前記傾斜体の傾斜面に沈降させ、さらに前記沈降した沈殿物を前記傾斜面に沿って下方に落下させる沈殿促進装置であって、
前記傾斜体は、可撓性を有することでその傾斜面が揺動又は振動する構造に構成されており、
さらに前記傾斜体は、常時又は所定のタイミング時に、弛ませた状態で設置されることを特徴とする沈殿促進装置。
It has an inclined body that is installed inclined with respect to a horizontal plane, and precipitates in the water to be treated are allowed to settle on the inclined surface of the inclined body, and further, the settled precipitates are dropped downward along the inclined surface. A precipitation accelerator,
The inclined body has a structure in which the inclined surface swings or vibrates by having flexibility ,
Furthermore, the inclined body is installed in a relaxed state at all times or at a predetermined timing .
請求項1に記載の沈殿促進装置であって、
前記傾斜体はシート状であることを特徴とする沈殿促進装置。
The precipitation accelerating device according to claim 1,
2. The precipitation promoting device according to claim 1, wherein the inclined body has a sheet shape.
請求項1又は2に記載の沈殿促進装置であって、
前記傾斜体の下側に、前記傾斜体の下面に気泡を当接させてこの傾斜体を揺動する散気手段を設置したことを特徴とする沈殿促進装置。
The precipitation accelerating device according to claim 1 or 2 ,
A sedimentation accelerating device characterized in that an air diffuser for swinging the inclined body by causing bubbles to contact the lower surface of the inclined body is provided below the inclined body.
請求項1又は2に記載の沈殿促進装置であって、
前記弛んでいる傾斜体を引っ張って前記傾斜面上の沈殿物を払い落す傾斜体緊張手段を設置したことを特徴とする沈殿促進装置。
The precipitation accelerating device according to claim 1 or 2 ,
An apparatus for accelerating precipitation characterized in that an inclined body tensioning means is provided for pulling the slanted inclined body to remove the deposit on the inclined surface.
請求項1又は2に記載の沈殿促進装置であって、
前記傾斜体を振動させて前記傾斜面上の沈殿物を払い落す傾斜体振動手段を設置したことを特徴とする沈殿促進装置。
The precipitation accelerating device according to claim 1 or 2 ,
An apparatus for accelerating precipitation characterized by comprising an inclined body vibration means for vibrating the inclined body to remove the deposit on the inclined surface.
請求項1乃至5の内の何れかに記載した沈殿促進装置を被処理水中に設置したことを特徴とする沈殿池。 A sedimentation basin characterized in that the sedimentation accelerating device according to any one of claims 1 to 5 is installed in treated water.
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