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JP4359172B2 - Inclined plate and sewage storage tank - Google Patents
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JP4359172B2 - Inclined plate and sewage storage tank - Google Patents

Inclined plate and sewage storage tank Download PDF

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JP4359172B2
JP4359172B2 JP2004092957A JP2004092957A JP4359172B2 JP 4359172 B2 JP4359172 B2 JP 4359172B2 JP 2004092957 A JP2004092957 A JP 2004092957A JP 2004092957 A JP2004092957 A JP 2004092957A JP 4359172 B2 JP4359172 B2 JP 4359172B2
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sewage
inclined plate
storage tank
sludge
groove
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JP2005281965A (en
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雅治 加藤
義一 伊藤
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Sekisui Chemical Co Ltd
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Description

本発明は、分流式汚水または合流式下水(以降、下水等という。)が一時貯留される貯留槽、例えば下水等流量調整池、下水等貯留池等(以降、貯留槽等という。)の底面に配置され、汚泥等を貯留槽等の底面に残留し難くする傾斜板、及び汚泥等が残留し難い貯留槽に関する。 The present invention relates to a bottom surface of a storage tank in which diverted sewage or combined sewage (hereinafter referred to as sewage or the like) is temporarily stored, for example, a flow control basin such as sewage, a reservoir such as sewage (hereinafter referred to as a storage tank or the like). And an inclined plate that makes it difficult for sludge and the like to remain on the bottom surface of the storage tank or the like, and a storage tank that does not easily leave sludge or the like.

従来、下水等などを一時的に貯留する貯留槽等においては、例えば図5に示されるように、その底面には下水等に含まれる汚泥等が堆積する。堆積した汚泥等は、貯留された下水等が貯留槽等から排出された後でも貯留槽等の底面に残留し、臭気が発生したり、定期的な洗浄等のメンテナンスが必要であった。 Conventionally, in a storage tank or the like for temporarily storing sewage or the like, sludge or the like contained in sewage or the like is deposited on the bottom surface thereof as shown in FIG. 5, for example. The accumulated sludge and the like remain on the bottom surface of the storage tank and the like even after the stored sewage is discharged from the storage tank and the like, odor is generated, and maintenance such as regular cleaning is necessary.

これを防止するために、通常、貯留槽等の底面を2/100〜5/100程度の勾配を有する傾斜面とし、沈降する汚泥等を傾斜面の最深部に誘導する構造の貯留槽とすることが行われていた。底面に沈降し傾斜に沿って最深部に誘導され、下水等が排出されても最深部に堆積して残留している汚泥等は、一般的には、これを汚泥ポンプ等で排出除去することが行われ、除去された汚泥等は別途処理される(例えば、特許文献1参照。)。 In order to prevent this, normally, the bottom surface of the storage tank or the like is an inclined surface having a gradient of about 2/100 to 5/100, and the storage tank has a structure in which the sludge that sinks is guided to the deepest part of the inclined surface. Things were going on. Sludge that settles on the bottom surface, is guided to the deepest part along the slope, and accumulates and remains in the deepest part even when sewage is discharged, is generally discharged and removed by a sludge pump. And the removed sludge and the like are treated separately (for example, see Non- Patent Document 1).

従来、これらの傾斜した底面を有する貯留槽においては、傾斜底面は平坦な面とされており、沈降した汚泥等が最深部に向かって傾斜面をスムースに移動するには傾斜面の傾斜角度を大きくする必要がある。傾斜角度が大きい傾斜底面とされると、傾斜の高い側と低い側との高低差が大きくなり、容量が大きい貯留槽では実用的でなくなってしまう上、例えばメンテナンス等の時に人が降り立つと滑って転倒する危険性もある。従って、通常は、傾斜角度を小さくしたり、底面の中心に向かって低い傾斜として、高低差が小さいすり鉢状底面の槽とされる。 Conventionally, in these storage tanks having an inclined bottom surface, the inclined bottom surface is a flat surface, and in order to smoothly move the inclined surface toward the deepest part of the sludge that has settled, the inclination angle of the inclined surface is set. It needs to be bigger. If the inclined bottom surface has a large inclination angle, the difference in height between the high and low inclination sides becomes large, making it impractical for a large-capacity storage tank. There is also a risk of falling. Therefore, the basin-bottom tank is usually small in inclination angle or low incline toward the center of the bottom surface.

しかしながら、傾斜角度を小さくすると汚泥等がスムースに移動しなくなり、沈降汚泥等が最深部まで誘導されずに底面の一部に部分的に堆積して残留し、やはり臭気の発生や浮上スカムの原因となってしまうという問題点がある。
「下水道施設計画・設計指針と解説 前編 2001年度版」、社団法人日本下水道協会、平成13年5月24日、p.446−p.450
However, if the tilt angle is reduced, sludge etc. will not move smoothly, and settled sludge etc. will not be guided to the deepest part, but will partially accumulate and remain on the bottom surface, causing odor and floating scum. There is a problem that it becomes.
“Sewerage Facility Planning and Design Guidelines and Explanations, Part 1, 2001”, Japan Sewerage Association, May 24, 2001, p. 446-p. 450

発明が解決しようとする問題は、上記従来の傾斜面を有する貯留槽等における問題点を解決し、底面の傾斜角度が小さくても、下水等を排出した後、汚泥等が底面に残留し難い貯留槽等とするために、その貯留槽等の底面に設けられる傾斜板を提供する目的で行われたものである。 The problem to be solved by the invention is to solve the problems in the conventional storage tank having an inclined surface, and even if the inclination angle of the bottom surface is small, sludge etc. hardly remain on the bottom surface after discharging sewage etc. In order to make it a storage tank etc., it carried out for the purpose of providing an inclined plate provided on the bottom surface of the storage tank.

上記課題を解決するための本発明の請求項1記載の傾斜板(発明1)は、下水が一時貯留される貯留槽の底面に配置される合成樹脂製の傾斜板であって、傾斜板の上面に傾斜板の傾斜方向に沿って複数の凹状溝が、該凹状溝の傾斜板傾斜方向と直角方向の断面形状が、略三角形が連続したジグザグ形状とされて並設され、凹状溝の谷方向は傾斜板と同じ角度で傾斜されていることを特徴とする。 An inclined plate (Invention 1) according to claim 1 of the present invention for solving the above-mentioned problem is an inclined plate made of a synthetic resin disposed on the bottom surface of a storage tank in which sewage is temporarily stored. A plurality of concave grooves are formed on the upper surface along the inclination direction of the inclined plate, and the cross-sectional shape of the concave groove in a direction perpendicular to the inclined direction of the inclined plate is arranged in parallel in a zigzag shape having substantially continuous triangles. The direction is inclined at the same angle as the inclined plate.

請求項2記載の下水貯留槽(発明2)は、下水が一時貯留される貯留槽であって、該貯留槽の底面に、傾斜が下水の流入部方向が高く下水の排出部方向が低くなるように、発明1の傾斜板が配置されていることを特徴とする。 The sewage storage tank (invention 2) according to claim 2 is a storage tank in which sewage is temporarily stored, and the bottom surface of the storage tank has a slope with a high sewage inflow direction and a low sewage discharge direction. Thus, the inclined plate of the invention 1 is arranged.

発明1の傾斜板は、下水等を貯留槽で一時的に貯留し、貯留された下水等を次の工程に移すために排出する際に、下水等に含まれ、貯留槽の底面に堆積して残留している汚泥等を、可能な限り少量とするため必要がある場合、その貯留槽の底面に配置して用いられる。 The inclined plate according to the first aspect of the present invention is used to temporarily store sewage or the like in a storage tank, and when the stored sewage or the like is discharged for transfer to the next step, it is included in the sewage or the like and is deposited on the bottom surface of the storage tank. When it is necessary to make the remaining sludge etc. as small as possible, it is placed on the bottom of the storage tank and used.

貯留槽は、通常の(鉄筋)コンクリートの現場打ちや、ボックスカルバート等のプレキャストコンクリート性の部材を組み立てた槽等、或いは鋼板や合成樹脂等製のタンク、管等であって良く、地下埋設或いは地上置きのいずれの槽であっても良い。 The storage tank may be a normal (steel) concrete cast-in-place, a tank assembled with a precast concrete member such as a box culvert, or a tank or pipe made of steel plate or synthetic resin. Any tank placed on the ground may be used.

傾斜板の傾斜方向は、沈降した汚泥等がスムースに傾斜の低い方に移動させるために、下水等の流れ方向に沿って低い傾斜とされていることが好ましい。従って、貯留槽への下水等の流入位置は傾斜板の高位置側とされ、貯留された下水等の排出位置は傾斜板の最深部側とされることが好ましい。 The inclination direction of the inclined plate is preferably set to be low along the flow direction of sewage or the like so that the settled sludge and the like are smoothly moved to the lower inclination side. Therefore, it is preferable that the inflow position of sewage or the like to the storage tank is on the high position side of the inclined plate, and the discharge position of the stored sewage or the like is on the deepest side of the inclined plate.

通常、下水等の排出は、容器が貯留槽等の場合は、槽の最深部に排水ポンプ等の下水等の吸引口を設置しこのポンプを用いて排水する。流路等自然流下の場合は、傾斜板の最下位部から次工程に流出するようにされれば良い。こうすれば、槽最深部近傍に堆積している汚泥等は下水の流れにのって貯留槽等から排出され易くなる。 Normally, when the container is a storage tank or the like, drainage of sewage or the like is performed by installing a suction port for sewage or the like at the deepest part of the tank and using this pump. In the case of a natural flow such as a flow path, it is only necessary to flow out from the lowest part of the inclined plate to the next process. If it carries out like this, the sludge etc. which have accumulated in the tank deepest part vicinity will become easy to be discharged | emitted from a storage tank etc. along the flow of sewage.

傾斜板の上面には傾斜板の傾斜方向に沿って複数の凹状溝が並設され、凹状溝の谷方向は傾斜板と同じ角度で傾斜している。貯留槽底面は凹字状溝によって延べ面積が大きくされているので、貯留槽から下水を排出する時に発生する下水の流れは、底面が平板である場合よりも早くなる。従って、凹字溝に堆積した汚泥等は、貯留槽から下水を排出する時に発生する下水の流れにのって、貯留槽等から確実に排出される。 A plurality of concave grooves are arranged in parallel on the upper surface of the inclined plate along the inclination direction of the inclined plate, and the valley direction of the concave groove is inclined at the same angle as the inclined plate. Since the total area of the bottom surface of the storage tank is increased by the concave groove, the flow of sewage generated when draining sewage from the storage tank is faster than when the bottom surface is a flat plate. Accordingly, sludge and the like accumulated in the concave grooves are surely discharged from the storage tank or the like along the flow of sewage generated when discharging the sewage from the storage tank.

傾斜板は、上面に溝が設けられて貯留槽の底面に配置され、その溝に汚泥等が集められて下水等の流れにのって傾斜に沿って移動してゆく。従って傾斜板即ち溝を構成する板材(以降、溝板という。)としては、下水等に対して耐食性があり、かつ汚泥等が移動しやすい表面であれば特に限定されず、例えば一例として、ポリ塩化ビニル樹脂、ポリエチレン、ポリプロピレン、ポリエステル等の熱可塑性樹脂類;ウレタン樹脂、エポキシ樹脂等の熱硬化性樹脂類;熱可塑性樹脂や熱硬化性樹脂を繊維補強した繊維補強樹脂類;熱可塑性樹脂や熱硬化性樹脂の発泡体を繊維補強した繊維補強発泡樹脂類等が挙げられる。これらの材料は、必要に応じて表面を研磨したり、シリコン樹脂層やフッ素樹脂層或いは殺菌剤層を設けて汚泥付着防止処理を施されると良い。 The inclined plate is provided with a groove on the upper surface and is disposed on the bottom surface of the storage tank. Sludge and the like are collected in the groove and move along the inclination along the flow of sewage or the like. Therefore, the plate material (hereinafter referred to as the groove plate) constituting the inclined plate, that is, the groove is not particularly limited as long as it is a surface that is corrosion resistant to sewage and the like and sludge and the like are easy to move. Thermoplastic resins such as vinyl chloride resin, polyethylene, polypropylene, and polyester; Thermosetting resins such as urethane resin and epoxy resin; Fiber reinforced resins obtained by fiber-reinforced thermoplastic resins and thermosetting resins; Thermoplastic resins fiber reinforced foamed resins such as foamed thermosetting resin was fiber reinforced and the like. These materials are preferably subjected to sludge adhesion prevention treatment by polishing the surface as necessary, or providing a silicon resin layer, a fluororesin layer or a bactericidal agent layer.

例えば、傾斜板の表面粗度(JIS B0601準拠)がRmax≦50imであることが好ましく、このような表面粗度の規定に代えて、傾斜板の表面張力を10〜30dyn/cm(JIS K6768準拠)程度にしておいても良い。 For example, the surface roughness (in accordance with JIS B0601) of the inclined plate is preferably Rmax ≦ 50 im. Instead of defining the surface roughness, the surface tension of the inclined plate is set to 10 to 30 dyn / cm (in accordance with JIS K6768). ) It may be set to a level.

凹状溝の長さは貯留槽の下水等流れ方向の傾斜底面の長さと略同じで連続している。但し、維持管理の時に貯留槽等の底面に人が立つことを考慮して、凹状形状は傾斜板全面に設けず、一部平板形状のままとして残しても良い。この場合、溝は不連続となることもある。 The length of the concave groove is substantially the same as the length of the inclined bottom surface in the flow direction of the sewage in the storage tank and is continuous. However, considering that a person stands on the bottom surface of the storage tank or the like at the time of maintenance, the concave shape may not be provided on the entire surface of the inclined plate, and a part of the concave shape may be left as it is. In this case, the groove may be discontinuous.

傾斜板の傾斜角度を大きくする場合は、一方向のみの傾斜とすると、上流側と下流側との高低差が大きくなるので、貯留槽のサイズに合わせて槽の中央が最深部となるようにしたり、槽の両辺に分けて汚泥等が集まるように中央部が最高部となるようにされても良い。この時の下水等の排出位置は、最深部であり、槽中央部であったり槽の両辺部の二個所であったりしても良い。 When increasing the inclination angle of the inclined plate, if the inclination is only in one direction, the difference in height between the upstream side and the downstream side will increase, so the center of the tank should be the deepest part according to the size of the storage tank. Alternatively, the central portion may be the highest so that sludge and the like are collected on both sides of the tank. At this time, the discharge position of sewage or the like is the deepest part, and may be at the center of the tank or at two locations on both sides of the tank.

発明においては、凹状溝は、傾斜板傾斜方向と直角方向の断面形状が、略三角形が連続したジグザグ形状とされている。従って、沈降する汚泥等は、初めに溝の傾斜面に当たって下水等の流れ方向と直角方向に移動して溝の谷に集められ、更に集められた汚泥等は、堆積した自重によって谷の傾斜に沿って傾斜板の低い方に移動する。この時、傾斜板の低い方が下水等の流れの方向と同じ方向であるので、汚泥の移動は下水の流れに載って加速されて早くなる。 In the first aspect of the present invention, the concave groove has a zigzag shape in which the cross-sectional shape in the direction perpendicular to the inclined direction of the inclined plate is a substantially continuous triangle. Therefore, the sludge that settles first hits the inclined surface of the groove and moves in a direction perpendicular to the flow direction of the sewage and is collected in the trough of the groove, and the collected sludge is inclined to the trough by the accumulated weight. Along the lower side of the ramp. At this time, since the lower side of the inclined plate is in the same direction as the flow direction of sewage or the like, the movement of the sludge is accelerated by the sewage flow and is accelerated.

溝板の谷方向長さ即ち溝板の幅は、100mmから500mm程度とされ、比較的短いので汚泥等は速やかに溝の谷部に向かって移動して集まる。溝の谷の傾斜方向は下水等の流れ方向に沿って低くされているので、溝部に集まった汚泥等は、下水等の流れに沿って速やかに傾斜の低い方に移動される。 The length of the groove plate in the valley direction, that is, the width of the groove plate is about 100 mm to 500 mm, and is relatively short, so that sludge and the like quickly move toward the groove valley. Since the inclination direction of the troughs of the grooves is lowered along the flow direction of sewage and the like, the sludge and the like collected in the grooves is quickly moved to the lower inclination along the flow of sewage and the like.

傾斜板の傾斜角度は度から20度とされている。この角度は、従来の底面が傾斜面とされた貯留槽の傾斜角度が、約10度から30度程度とされている場合よりも緩やかとされている。一方、溝板の、傾斜板の傾斜方向と直角方向の傾斜角度は、水平方向から10度から45度とされている。 The inclination angle of the inclined plate is 2 degrees to 20 degrees. This angle is set to be gentler than the conventional case where the inclination angle of the storage tank having the inclined bottom surface is about 10 to 30 degrees. On the other hand, the inclination angle of the groove plate in the direction perpendicular to the inclination direction of the inclined plate is 10 to 45 degrees from the horizontal direction.

従って、貯留槽の底面積は、底面形状がジグザグ形状の表面となるので、平板のままの底面の場合と比較して増えることになる。それ故、三角形状の溝の谷部においては、底面が平板のままの時よりも、下水等の流れ速度が速くなり、堆積した汚泥が移動し易くなる。溝の断面形状は、三角形以外に、例えば凹字形等の滑らかな曲線状とされていても良い。 Accordingly, the bottom area of the storage tank is increased as compared with the case of the bottom surface of a flat plate because the bottom surface has a zigzag surface. Therefore, in the troughs of the triangular grooves, the flow rate of sewage or the like becomes faster than when the bottom surface remains flat, and the accumulated sludge becomes easier to move. The cross-sectional shape of the groove may be a smooth curved shape such as a concave shape other than a triangle.

このように、傾斜面の傾斜角度が緩やかであっても、溝の谷部に集められた汚泥等は、下水等の排出時には、下水の流れにのって速やかに傾斜板の最深部に向かって移動されていく。例えば、溝傾斜面の傾斜角度を30度とし傾斜板の傾斜角度を10度とすれば、溝のない平板状の傾斜板の傾斜角度20度の場合と同等の汚泥等移動が可能となる。 In this way, even if the inclination angle of the inclined surface is gentle, sludge collected in the troughs of the groove is promptly directed to the deepest part of the inclined plate along the flow of sewage when discharging the sewage. Will be moved. For example, if the inclination angle of the groove inclined surface is set to 30 degrees and the inclination angle of the inclined plate is set to 10 degrees, the sludge and the like can be moved in the same manner as in the case where the inclination angle of the flat inclined plate without grooves is 20 degrees.

発明の下水貯留槽は、表面が平坦な形状の底面を有する貯留槽であり、その底面に、上記上面が凹状溝とされた傾斜板が、傾斜が下水の流入部方向が高く下水の排出部方向が低くなるように配置されている。 The sewage storage tank of the invention 2 is a storage tank having a bottom surface with a flat surface, and an inclined plate having a concave groove on the upper surface on the bottom surface, the inclination of the sewage inflow portion is high and the discharge of sewage It arrange | positions so that a part direction may become low.

貯留槽への下水等の流入位置は傾斜板の高位置側とされ、貯留された下水等の排出位置は傾斜板の最深部側とされている。また、傾斜板の傾斜方向は、沈降した汚泥等がスムースに傾斜の低い方に移動させるために、下水等の流れ方向に沿って低い傾斜とされている。 The inflow position of sewage or the like to the storage tank is the high position side of the inclined plate, and the discharged position of the stored sewage or the like is the deepest side of the inclined plate. In addition, the inclination direction of the inclined plate is set to a low inclination along the flow direction of sewage or the like in order to smoothly move the sludge that has settled to the lower inclination side.

貯留槽の底面積は、底面形状がジグザグ形状の表面となるので、平板のままの底面の場合と比較して増えることになる。それ故、三角形状の溝の谷部においては、底面が平板のままの時よりも、下水等の流れ速度が速くなり、溝に堆積した汚泥が移動し易くなる。溝の断面形状は、三角形以外に、例えば波形等の滑らかな曲線状のものであっても良い。 The bottom area of the storage tank is increased as compared with the case of a flat bottom surface because the bottom surface has a zigzag surface. Therefore, in the troughs of the triangular grooves, the flow rate of sewage or the like becomes faster than when the bottom surface remains flat, and the sludge accumulated in the grooves easily moves. The cross-sectional shape of the groove may be a smooth curved shape such as a waveform other than the triangle.

傾斜板は、専用の固定治具で貯留槽底面に固定される。例えば、凹状溝が断面三角形のジグザグ形状であれば、山部専用固定具と谷部専用固定具で、溝板がジグザグ形状を保持するように固定し、隣り合う溝板同士の突き合わせ部を目地止め剤でシールする。 The inclined plate is fixed to the bottom surface of the storage tank with a dedicated fixing jig. For example, if the concave groove is a zigzag shape with a triangular cross-section, the groove plate is fixed with the peak-specific fixture and the valley-specific fixture so that the groove plate retains the zigzag shape, and the butted portion between adjacent groove plates is jointed Seal with a stopper.

繊維強化硬質ウレタン樹脂発泡体の板は、水圧と自身の浮力とに耐える強度が必要であるため、通常その厚さを10mmから30mm程度とされる。また、この発泡体は、下水に接触する表面を、エポキシ樹脂、ウレタン樹脂等の耐食性、平滑性に優れた樹脂類で防食兼耐摩耗性又は低表面張力の被覆をし、より汚泥等の移動が容易になりかつ長寿命となるようにされると良い。なお、コンクリート型枠板として用いる場合は、コンクリートに接触する面は加工せずに粗面のままとし、アンカー効果を上げるようにされても良い。 Since the fiber reinforced rigid urethane resin foam plate needs to have strength to withstand water pressure and its own buoyancy, its thickness is usually about 10 mm to 30 mm. In addition, this foam covers the surface that comes into contact with sewage with anti-corrosion and wear-resistant or low surface tension coatings such as epoxy resin and urethane resin that have excellent corrosion resistance and smoothness, and can move more sludge and the like. It is desirable to make it easy and to have a long life. In addition, when using as a concrete formwork board, the surface which contacts concrete may be made into a rough surface without processing, and an anchor effect may be raised.

本発明の傾斜板は、合成樹脂製のもので、傾斜板の上面に傾斜板の傾斜方向に沿って複数の凹状溝が、該凹状溝の傾斜板傾斜方向と直角方向の断面形状が、略三角形が連続したジグザグ形状とされて並設され、凹状溝の谷方向は傾斜板と同じ角度で傾斜されているので、傾斜角度が緩やかであっても、沈降した汚泥等が速やかに貯留槽の最深部に集められ、下水を排出した後に槽の底面に汚泥が残留し難い。従ってこの形状の底面を有する貯留槽は、下水等を排水した後に、底面に汚泥が残留しにくい。 The inclined plate of the present invention is made of synthetic resin, and a plurality of concave grooves are formed on the upper surface of the inclined plate along the inclined direction of the inclined plate, and the sectional shape of the concave groove in the direction perpendicular to the inclined plate inclined direction is substantially the same. Triangles are arranged in a continuous zigzag shape, and the valley direction of the concave grooves is inclined at the same angle as the inclined plate. It is collected in the deepest part and sludge hardly remains on the bottom of the tank after draining sewage. Therefore, in a storage tank having a bottom surface of this shape, sludge hardly remains on the bottom surface after draining sewage or the like.

次に図面を参照して本発明の傾斜板を説明する。図1は本発明の傾斜板を用いた貯留槽の一例の流れ方向に沿った断面図であり、(a)は下水等を貯留中の状態、(b)は貯留した下水等を排出中の状態、(c)は排出後の状態を示す。図2は上面に溝が並設された傾斜板の一例を示し、(a)は斜視図、(b)は傾斜板の傾斜と直角方向の断面図である。図3は傾斜板の溝形状の他の例の断面図であり、(a)は断面が凹字形状である溝、(b)は断面が波形状である溝である。図4はコンクリート型枠材をそのままジグザグ傾斜板として用いた一例の断面図である。図5は底面が水平な平板である貯留槽の一例の流れ方向に沿った断面図である。 Next, the inclined plate of the present invention will be described with reference to the drawings. FIG. 1 is a cross-sectional view along the flow direction of an example of a storage tank using the inclined plate of the present invention, in which (a) is storing sewage and the like, (b) is discharging stored sewage and the like. The state (c) shows the state after discharge. 2A and 2B show an example of an inclined plate in which grooves are arranged in parallel on the upper surface. FIG. 2A is a perspective view, and FIG. 2B is a cross-sectional view perpendicular to the inclination of the inclined plate. FIG. 3 is a cross-sectional view of another example of the groove shape of the inclined plate, in which (a) is a groove having a concave cross section, and (b) is a groove having a corrugated cross section. FIG. 4 is a cross-sectional view of an example in which the concrete mold material is used as it is as a zigzag inclined plate. FIG. 5 is a cross-sectional view along the flow direction of an example of a storage tank having a flat bottom surface.

図1の例においては、貯留槽1には下水等が流入管12から流れ込んでいる。傾斜板2は、下水等の流れ方向(F)に沿って低くなるように貯留槽1の底面11に配置されている。貯留槽1の傾斜板2最深部側には傾斜と直角方向に集水溝13が設けられ、集水溝13の最深部に排水ポンプ(図示せず)の吸引口(図示せず)が設けられている。下水等5及び汚泥等51の排水は、この排水ポンプにより行われるようになっている。 In the example of FIG. 1, sewage or the like flows into the storage tank 1 from the inflow pipe 12. The inclined plate 2 is arrange | positioned at the bottom face 11 of the storage tank 1 so that it may become low along the flow directions (F), such as a sewage. A water collecting groove 13 is provided at the deepest side of the inclined plate 2 of the storage tank 1 in a direction perpendicular to the inclination, and a suction port (not shown) of a drain pump (not shown) is provided at the deepest part of the water collecting groove 13. It has been. The drainage of the sewage 5 and the sludge 51 is performed by this drainage pump.

下水等5中の沈降性固形物(汚泥等)51は、傾斜板2の上に堆積してゆく。堆積した汚泥等51は、下水等5を排出する時に、傾斜板2の溝3の谷部31を、下水の流れ(F)に載って、傾斜板2の傾斜に沿って下方に移動していく。 Sedimentable solids (sludge etc.) 51 in the sewage 5 etc. are deposited on the inclined plate 2. The accumulated sludge 51 is moved downward along the inclination of the inclined plate 2 by placing the valley 31 of the groove 3 of the inclined plate 2 on the flow (F) of the sewage when discharging the sewage 5. Go.

図1においては、貯留槽1は、必要があれば二基が並設されて、下水等5の貯留と排出とを交互に行えるようにされても良い。図1の例では、その内の一基のみを示している。図1(a)の下水等5を貯留中においては、汚泥51等は貯留槽1の底面11に設けられた傾斜板2の上に沈降し、順次堆積してゆく。下水等5が満水となる又はそれまでに下水等5を排出すると、貯留槽底面2に沈降して堆積した汚泥等51は、図1(b)に示されるように、下水等の排水流れ(F)にのって排水と共に排出されていく。排水が完了すると、図1(c)に示されるとおり、貯留槽1の底面2上に堆積していた汚泥等51は完全に排出され、貯留槽1内に汚泥等51が残留しない。 In FIG. 1, two storage tanks 1 may be arranged in parallel if necessary so that storage and discharge of sewage 5 and the like can be performed alternately. In the example of FIG. 1, only one of them is shown. During the storage of the sewage 5 or the like 5 in FIG. 1A, the sludge 51 or the like settles on the inclined plate 2 provided on the bottom surface 11 of the storage tank 1 and sequentially accumulates. When the sewage 5 is full or the sewage 5 is discharged by that time, the sludge 51 that has settled and accumulated on the bottom surface 2 of the storage tank, as shown in FIG. It will be discharged together with the waste water on F). When the drainage is completed, as shown in FIG. 1C, the sludge 51 that has accumulated on the bottom surface 2 of the storage tank 1 is completely discharged, and the sludge 51 does not remain in the storage tank 1.

傾斜板2の表面には、図2に示されるように、三角形状の断面を有する溝3が下水等の流れ方向(F)に沿って設けられている。溝3はジグザグ形状とされており、ジグザグ形状の傾斜面32や稜線部33上に沈降した汚泥等51は、その傾斜面32に沿って谷部31に集められる。 As shown in FIG. 2, a groove 3 having a triangular cross section is provided on the surface of the inclined plate 2 along the flow direction (F) of sewage or the like. The groove 3 has a zigzag shape, and sludge 51 or the like that has settled on the zigzag inclined surface 32 or the ridge line portion 33 is collected in the valley portion 31 along the inclined surface 32.

溝3の傾斜面32は、幅100mmから400mm程度、長さ1,500mmから2,000mm程度の細長い溝板とされている。この溝板をジグザグ形状となるように専用の固定金具4を用いて組み合わせ、溝3を形成する。即ち、山部固定部41と谷部固定具42とのアンカー支柱411、421を貯留槽1の底面11に固定し、受け桟412、422に傾斜面32を構成する細長い板をボルト等(図示せず)で固定する。 The inclined surface 32 of the groove 3 is an elongated groove plate having a width of about 100 mm to 400 mm and a length of about 1500 mm to 2,000 mm. The grooves 3 are formed by combining the groove plates in a zigzag shape using a dedicated fixing bracket 4. That is, the anchor columns 411 and 421 of the peak fixing part 41 and the valley fixing tool 42 are fixed to the bottom surface 11 of the storage tank 1, and the elongated plates constituting the inclined surface 32 on the receiving bars 412 and 422 are bolts or the like (see FIG. (Not shown).

溝3の谷部31の傾斜が傾斜板2の傾斜となる。従って、貯留槽1の底面11を必要な角度の傾斜面としておくと、傾斜板2の取り付けがし易い。水平な底面の貯留槽1に取り付ける場合は、固定金具4の支柱411の首下長さを順次変更して、必要な傾斜角度が得られるようにすれば良い。 The inclination of the trough 31 of the groove 3 becomes the inclination of the inclined plate 2. Therefore, if the bottom surface 11 of the storage tank 1 is an inclined surface having a necessary angle, the inclined plate 2 can be easily attached. When attaching to the storage tank 1 on the horizontal bottom surface, the length under the neck of the support column 411 of the fixing bracket 4 may be sequentially changed so that a necessary inclination angle can be obtained.

更に、図4に示されるように、コンクリートの現場打設の際に、貯留槽1の底面11に施工後の溝板を兼用するコンクリート型枠材を、ジグザグ形状に組んでアンカーを打ち込んでおき、コンクリート硬化後撤去せず、そのまま傾斜板2として用いられても良い。 Furthermore, as shown in FIG. 4, when concrete is cast on site, a concrete mold material that also serves as a groove plate after construction is assembled in a zigzag shape on the bottom surface 11 of the storage tank 1 and anchors are driven in. The inclined plate 2 may be used as it is without being removed after the concrete is hardened.

(実施例1)
図1に示される構造を有する貯留槽を用い、ガラス繊維強化硬質ウレタン発泡体製の厚さ15mm、幅90mm、長さ60cmの溝板を組み合わせ、断面ジグザグ形状の溝が並列された傾斜板を4山組み立てた。
(Example 1)
Using a storage tank having the structure shown in FIG. 1, an inclined plate in which grooves having a thickness of 15 mm, a width of 90 mm, and a length of 60 cm made of glass fiber reinforced rigid urethane foam are combined and grooves having a zigzag cross section are arranged in parallel. I assembled 4 piles.

傾斜板の傾斜角度は、下水等流れ方向に沿った角度が10度となるようにし、溝の傾斜板方向と直角方向の傾斜角度を水平方向から30度となるようにした。これを幅80cm、傾斜面に沿った長さ80cm、下水等入口部の底面深さ1mの貯留槽の底面全面に設置した。 The inclination angle of the inclined plate was set to 10 degrees along the flow direction such as sewage, and the inclination angle of the groove in the direction perpendicular to the inclined plate direction was set to 30 degrees from the horizontal direction. This was installed on the entire bottom surface of the storage tank having a width of 80 cm, a length of 80 cm along the inclined surface, and a bottom depth of 1 m at the inlet portion such as sewage.

この貯留槽の長手方向から、陶石が2%含有したモデル下水を、1.7L/秒の流量で連続して流入し、貯留槽満水後1時間放置し、流入と反対面の下方から、自然流下で排出した。 From the longitudinal direction of this storage tank, model sewage containing 2% of porcelain flows continuously at a flow rate of 1.7 L / second, and is left for 1 hour after the storage tank is full. It was discharged under natural flow.

モデル下水を排出後、貯留槽の底面傾斜板に残存する堆積汚泥等の遮集率を求めた。モデル下水中の投入汚泥総量を流入水の平均SS濃度と総流量の積として求めた。貯留層の底面に残存している汚泥等の全量をガラス瓶に採取し、これをろ過(濾紙:アドバンテック社製、No5C)し、熱風乾燥機で温度115℃で2時間乾燥させて、乾燥した陶石粉末重量を求めて堆積汚泥総量とし、次式により汚泥の平均遮集率を算出した。その結果を表1に示す。 After draining the model sewage, the interception rate of sediment sludge remaining on the bottom inclined plate of the storage tank was obtained. The total amount of sludge input in the model sewage was determined as the product of the average SS concentration of the influent water and the total flow rate. Collect the entire amount of sludge, etc. remaining on the bottom of the reservoir in a glass bottle, filter it (filter paper: Advantech, No5C), dry it with a hot air dryer at a temperature of 115 ° C. for 2 hours, and dry the ceramic The stone powder weight was determined and used as the total amount of accumulated sludge, and the average interception rate of sludge was calculated by the following formula. The results are shown in Table 1.

汚泥平均遮集率(%)=((投入汚泥総量−堆積汚泥総量)/投入汚泥総量)×100 Sludge average interception rate (%) = ((total amount of sludge input-total amount of accumulated sludge) / total amount of sludge input) x 100

(実施例2)
傾斜板の角度を3度とした以外は実施例1と同様にして、汚泥の平均遮集率を算出した。その結果を表1に併記する。
(Example 2)
The average interception rate of sludge was calculated in the same manner as in Example 1 except that the angle of the inclined plate was 3 degrees. The results are also shown in Table 1.

(実施例3)
傾斜板の角度を20度とした以外は実施例1と同様にして、汚泥の平均遮集率を算出した。その結果を表1に併記する。
(Example 3)
The average sludge collection rate was calculated in the same manner as in Example 1 except that the angle of the inclined plate was 20 degrees. The results are also shown in Table 1.

(実施例4)
溝の下水等流れ方向と直角方向の傾斜角度を水平方向から10度とした以外は実施例1と同様にして、汚泥の平均遮集率を算出した。その結果を表1に併記する。
(Example 4)
The average interception rate of sludge was calculated in the same manner as in Example 1 except that the inclination angle in the direction perpendicular to the flow direction of the sewage in the groove was 10 degrees from the horizontal direction. The results are also shown in Table 1.

(実施例5)
溝の下水等流れ方向と直角方向の傾斜角度を水平方向から45度とした以外は実施例1と同様にして、汚泥の平均遮集率を算出した。その結果を表1に併記する。
(Example 5)
The average interception rate of sludge was calculated in the same manner as in Example 1 except that the inclination angle in the direction perpendicular to the flow direction of the sewage in the groove was 45 degrees from the horizontal direction. The results are also shown in Table 1.

(比較例)
比較のために、溝のない平板からなる傾斜板を実施例1と同じ貯留槽の底面に、実施例1と同じ方向の傾斜方向となるように配置した。傾斜角度を0度(比較例1)、10度(比較例2)、20度(比較例3)、30度(比較例4)とし、実施例1と同様にして汚泥の平均遮集率を算出した。それらの結果を表1に併記する。
(Comparative example)
For comparison, an inclined plate made of a flat plate without a groove was arranged on the bottom surface of the same storage tank as in Example 1 so as to have the same inclination direction as in Example 1. The inclination angle was 0 degrees (Comparative Example 1), 10 degrees (Comparative Example 2), 20 degrees (Comparative Example 3), and 30 degrees (Comparative Example 4), and the average sludge collection rate was the same as in Example 1. Calculated. The results are also shown in Table 1.


本発明の傾斜板を用いた貯留槽の一例の流れ方向に沿った断面図であり、(a)は下水等を貯留中の状態、(b)は貯留した下水等を排出中の状態、(c)は排出後の状態を示す。It is sectional drawing along the flow direction of an example of the storage tank using the inclination board of this invention, (a) is the state which is storing sewage etc., (b) is the state which is discharging the stored sewage, c) shows the state after discharge. 上面がジグザグ形状の溝とされた傾斜板の一例を示し、(a)は斜視図、(b)は傾斜板の傾斜と直角方向の断面図である。An example of the inclination board by which the upper surface was made into the groove | channel of a zigzag shape is shown, (a) is a perspective view, (b) is sectional drawing of a right angle direction with the inclination of an inclination board. 傾斜板の溝形状他の例の断面図であり、(a)は断面が凹字形状である溝、(b)は断面が波形状である溝である。It is sectional drawing of the groove shape other example of an inclination board, (a) is a groove | channel where a cross section is a concave shape, (b) is a groove | channel where a cross section is a wave shape. コンクリート型枠材をそのままジグザグ傾斜板として用いた一例の断面図である。It is sectional drawing of an example which used the concrete formwork material as a zigzag inclined board as it is. 底面が水平な平板である貯留槽の一例の流れ方向に沿った断面図である。It is sectional drawing along the flow direction of an example of the storage tank whose bottom face is a horizontal flat plate.

1 貯留槽
11 貯留槽底面
12 流入管
13 集水溝
2 傾斜板
3 溝
31 溝の谷
32 溝の傾斜面
4 固定具
41 山部固定具
42 谷部固定部
5 下水等
51 沈降性固形物(汚泥等)
F 下水等流れ方向
DESCRIPTION OF SYMBOLS 1 Reservoir 11 Reservoir bottom 12 Inlet pipe 13 Water collecting groove 2 Inclined plate 3 Groove 31 Groove valley 32 Groove inclined surface 4 Fixing tool 41 Mountain fixing tool 42 Valley fixing part 5 Sewage etc. 51 Sedimentable solid ( Sludge)
F Flow direction of sewage

Claims (2)

下水が一時貯留される貯留槽の底面に配置される合成樹脂製の傾斜板であって、傾斜板の上面に傾斜板の傾斜方向に沿って複数の凹状溝が、該凹状溝の傾斜板傾斜方向と直角方向の断面形状が、略三角形が連続したジグザグ形状とされて並設され、凹状溝の谷方向は傾斜板と同じ角度で傾斜されていることを特徴とする傾斜板。 Sewage an inclined plate made of a synthetic resin which is placed on the bottom surface of the reservoir to be temporarily stored, a plurality of concave grooves along the inclination direction of the inclined plate on the upper surface of the inclined plate, inclined plate slope of the concave groove An inclined plate, wherein the cross-sectional shape perpendicular to the direction is a zigzag shape in which substantially triangular shapes are continuous, and the valley direction of the concave groove is inclined at the same angle as the inclined plate. 下水が一時貯留される貯留槽であって、該貯留槽の底面に、傾斜が下水の流入部方向が高く下水の排出部方向が低くなるように、請求項1記載の傾斜板が配置されていることを特徴とする下水貯留槽。
2. A storage tank in which sewage is temporarily stored, wherein the inclined plate according to claim 1 is arranged on the bottom surface of the storage tank so that the inclination is higher in the inflow portion direction of the sewage and lower in the discharge portion direction of the sewage. A sewage storage tank.
JP2004092957A 2004-03-26 2004-03-26 Inclined plate and sewage storage tank Expired - Lifetime JP4359172B2 (en)

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