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JP4782099B2 - Scum crusher - Google Patents
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JP4782099B2 - Scum crusher - Google Patents

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JP4782099B2
JP4782099B2 JP2007319312A JP2007319312A JP4782099B2 JP 4782099 B2 JP4782099 B2 JP 4782099B2 JP 2007319312 A JP2007319312 A JP 2007319312A JP 2007319312 A JP2007319312 A JP 2007319312A JP 4782099 B2 JP4782099 B2 JP 4782099B2
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container
water
support shaft
scum
gravity
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JP2009142711A (en
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智也 増田
学 松村
利隆 大原
友則 澤田
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旭テック環境ソリューション株式会社
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Description

本発明は、導水渠(沈殿池を含む。以下、同じ。)において水面に浮上するスカムを、スカム除去機構に誘導する前に破砕するためのスカム破砕装置に関する。   The present invention relates to a scum crushing device for crushing scum floating on a water surface in a water conduit (including a sedimentation basin, the same applies hereinafter) before being guided to a scum removing mechanism.

導水渠において水面に浮いたスカムを放置すると、そのスカムが層となり、ブリッジを形成してしまって、水流に乗って下流側に設けてあるスカム除去機構に移動しなくなる。そこで、スカムを破砕することにより、スカムが水流に乗ってスカム除去機構方向に流れ易くするため、従来、シャワー方式、圧力水吐出方式、造波方式などの各種のスカム破砕装置が用いられている。   If the scum floated on the water surface is left in the water conduit, the scum forms a layer, forms a bridge, and does not move to the scum removal mechanism provided on the downstream side along the water flow. Therefore, various scum crushing devices such as a shower method, a pressure water discharge method, and a wave making method have been used in order to facilitate the scum riding on the water flow and flowing in the direction of the scum removing mechanism by crushing the scum. .

シャワー方式は、コンプレッサーから加圧水を配管を経て導水渠の上方に設けた複数群のノズルに供給し、そのノズル群からスカムに向けて散水して、シャワーの運動エネルギーによりスカムを破砕するものである(特許文献1)。また、圧力水吐出方式は、水ポンプから加圧水を配管を経て導水渠の水中に設けた複数のノズルに供給し、そのノズル群からスカムに向けて放出して、水流の運動エネルギーによりスカムを破砕するものである(特 許文献2)。さらに、造波方式は、導水渠内の水面に波を形成して、波の運動エネルギー によりスカムを破砕するものである(特許文献3、4)。
特開平7−303884号公報 特開昭63−51989号公報 特開平3−71033号公報 特開平11−290847号公報
In the shower method, pressurized water is supplied from a compressor to a plurality of nozzles provided above a water conduit through a pipe, and water is sprayed from the nozzle groups toward the scum, and the scum is crushed by the kinetic energy of the shower. (Patent Document 1). The pressure water discharge system supplies pressurized water from a water pump to a plurality of nozzles provided in the water in the water trough through a pipe, discharges it from the nozzle group toward the scum, and crushes the scum by the kinetic energy of the water flow. (Patent Document 2). Furthermore, the wave-making method forms waves on the water surface in the water conduit and crushes the scum by the kinetic energy of the waves (Patent Documents 3 and 4).
Japanese Patent Application Laid-Open No. 7-303884 JP 63-51989 JP-A-3-71033 JP-A-11-290847

しかしながら、上記シャワー方式と圧力水吐出方式は、コンプレッサー又は水ポンプ、配管及び複数群のノズルが必要であるほかに、水を加圧するためのコンプレッサー又は水ポンプを駆動するための消費電力量が多く、さらに、スカム破砕の有効面積はシャワー又は加圧水流が届く範囲に限定されるので、スカム破砕効率がよいとは言えず、破砕されたスカムが再結合して層状になることが少なくない。
また、従来の造波方式は、造波用壁体を水流に対向する方向に前後揺動して造波する機構を用いるものと、水流に対向する側に下り傾斜面を有する立体物を水面に対して昇降させて造波する機構を用いるものが知られている。これらは、いずれも、波の破壊作用が比較的広範囲に及ぶ長所があるが、造波壁体を揺動させる動力機又は立体物を昇降させる動力機は、造波する間は常時電力を消費するので、消費電力量は少なくない。
However, the shower method and the pressure water discharge method require a compressor or water pump, piping and a plurality of nozzles, and also consume a large amount of power to drive the compressor or water pump for pressurizing water. Furthermore, since the effective area of scum crushing is limited to a range where a shower or a pressurized water flow can reach, it cannot be said that the scum crushing efficiency is good, and the scum crushed is often recombined and layered.
In addition, the conventional wave-making method uses a mechanism that makes a wave-making wall swing back and forth in a direction facing the water flow, and a three-dimensional object having a downward inclined surface on the side facing the water flow. There is known one that uses a mechanism that moves up and down with respect to a wave to generate waves. All of these have the advantage that the wave breaking action is relatively wide, but the power machine that rocks the wave-making wall or the power machine that raises and lowers the three-dimensional object always consumes electric power during wave-making. The power consumption is not small.

本発明は、上記の点に鑑みてなされたものであり、解決しようとする課題は、スカム破砕効率が高く、しかも、消費電力量の低減効果が得られるスカム破砕装置を提供することにある。   This invention is made | formed in view of said point, The subject which it is going to solve is providing the scum crushing apparatus with which the scum crushing efficiency is high and the reduction effect of power consumption is acquired.

上記課題を解決するため、本発明によるスカム破砕装置は、導水渠の上方に導水渠における水流方向に対して直角で水平な支軸を中心として回転自在に支持され、上面に開口する容器と、その容器にスカム破砕用水を供給する給水手段とを備えてなり、前記支軸の位置は、前記容器が空のときは、その容器の重心が前記支軸を通る垂直面を境として前記水流方向の上流側と下流側の一方側に存在し、前記容器に前記給水手段により所定量で給水されたときは、その容器及び水の重心が前記支軸を通る垂直面を境として前記水流方向の上流側と下流側の他方側に移動して前記容器が回転されて、容器内の水が前記導水渠内の水面に落下するように設定してあることを特徴としている(請求項1)。
上記の構成により、容器が空のときは、容器の重心が支軸を通る垂直面を境として水流方向の上流側と下流側の一方側に存在するため、容器が水平状態に維持される。容器に水が供給されて、所定量に達すると、例えば満水状態になると、重心が支軸を通る垂直面の上流側と下流側の他方側に移動するため、容器が支軸を中心として回転し、容器内の水が一挙に導水渠内の水面に落下される。このため、水面に大きな波が連続的に発生して、スカムが広範囲に渡って破砕される。水の落下により空になった容器は、重心が当初の位置に戻るため、逆方向に回転して水平状態になり、再び給水される。
In order to solve the above problems, a scum crushing device according to the present invention is supported above a water conduit so as to be rotatable about a horizontal support shaft perpendicular to the water flow direction in the water conduit and open to the upper surface. Water supply means for supplying scum crushing water to the container, and the position of the support shaft is such that, when the container is empty, the center of gravity of the container is the vertical direction passing through the support shaft as a boundary. And when the container is supplied with a predetermined amount of water by the water supply means, the center of gravity of the container and the water flows in the direction of the water flow with a vertical plane passing through the support shaft as a boundary. The container is set so that the container is rotated by moving to the other side of the upstream side and the downstream side, and the water in the container falls on the water surface in the water conduit (Claim 1).
With the above configuration, when the container is empty, the center of gravity of the container exists on one side of the upstream side and the downstream side in the water flow direction with a vertical plane passing through the support shaft as a boundary, so the container is maintained in a horizontal state. When water is supplied to the container and reaches a predetermined amount, for example, when it becomes full, the center of gravity moves to the upstream side of the vertical plane passing through the support shaft and the other side of the downstream side, so the container rotates around the support shaft. Then, the water in the container is dropped at once onto the water surface in the water conduit. For this reason, large waves are continuously generated on the water surface, and the scum is crushed over a wide area. Since the center of gravity returns to the original position, the container emptied due to the fall of water rotates in the opposite direction to become horizontal and is supplied with water again.

また、本発明によるスカム破砕装置は、導水渠の上方にその導水渠における水流方向に対して直角で水平に設けられた支軸と、上面に開口する水収容空間を有し、前記水流方向に沿った長さ方向中間位置の前記上面付近において前記支軸により揺動自在に支持された容器と、前記容器が空の場合に前記容器の上流側端部を支持してその容器を水平状態に維持する支持手段と、前記容器にスカム破砕用水を供給する給水手段とを備え、前記支軸から前記容器の上面の上流側端部までの距離をL1、前記支軸から前記容器の上面の下流側端部までの距離をL2とし、前記容器の上流側端部に作用する重力をW1、前記容器の下流側端部に作用する重力をW2とし、前記支軸を通る垂直面を境として前記容器の上流側部分の容積をV1,前記容器の下流側部分の容積をV2とし、水の比重をdすると、容器が空のときは、条件式
L1×W1>L2×W2, L1<L2
が満たされ、 容器への給水量が所定量になったときは、条件式
L1×(W1+V1×d)<L2×(W2+V2×d), V1<V2
が満たされるように、前記支軸の位置が設定してあることを特徴している(請求項2)。
上記の構成により、容器が空の時は、容器が支持手段により水平状態に維持される。容器に供給された水が所定量に達すると、例えば、満水状態になると、重心が支軸を通る垂直面の上流側から下流側に移動するため、容器が支軸を中心として下流側に回転し、容器内の水が一挙に導水渠内の水面に落下されるため、水面に大きな波が連続的に発生して広範囲に伝搬するので、スカムが広範囲に渡って破砕される。水の落下により空になった容器は、重心が逆方向の当初の位置に移動するので、上流側に回転して水平状態に復帰し、再び給水される。
Further, the scum crushing device according to the present invention has a support shaft provided horizontally at a right angle to the water flow direction in the water conduit above the water conduit, and a water storage space opened on the upper surface, in the water flow direction. A container that is swingably supported by the support shaft in the vicinity of the upper surface at an intermediate position in the longitudinal direction, and supports the upstream end of the container when the container is empty so that the container is in a horizontal state. A supporting means for maintaining and a water supply means for supplying water for scum crushing to the container, the distance from the support shaft to the upstream end of the upper surface of the container is L1, and the downstream from the support shaft to the upper surface of the container The distance to the side end is L2, the gravity acting on the upstream end of the container is W1, the gravity acting on the downstream end of the container is W2, and the vertical plane passing through the support shaft is the boundary. V1, the volume of the upstream part of the container The volume of Nagaregawa portion and V2, the specific gravity of water d Then, when the container is empty, condition L1 × W1> L2 × W2, L1 <L2
When the water supply amount to the container reaches a predetermined amount, the conditional expression L1 × (W1 + V1 × d) <L2 × (W2 + V2 × d), V1 <V2
The position of the support shaft is set so that the above is satisfied (Claim 2).
With the above configuration, when the container is empty, the container is maintained in a horizontal state by the support means. When the amount of water supplied to the container reaches a predetermined amount, for example, when the water is full, the center of gravity moves from the upstream side to the downstream side of the vertical plane passing through the support shaft, so the container rotates downstream about the support shaft. However, since the water in the container is dropped at once onto the water surface in the water conduit, large waves are continuously generated on the water surface and propagated over a wide area, so that the scum is crushed over a wide area. Since the center of gravity moves to the original position in the opposite direction, the container emptied due to the fall of water rotates upstream, returns to the horizontal state, and is supplied with water again.

容器には、水収容空間の上流側上端部に重力W1を増すためのウェイトを付加することが望ましい(請求項3)。
支軸は、導水渠を形成する両側の壁体の上面に架設したフレームにより回転自在に支持し、容器に固着することが望ましい(請求項4)。
容器は、有底筒状に形成し、支軸をその容器の軸線と平行にその軸心から上流側に寄った位置に設け、前記容器の開口面の上流側端部にウェイトを突設し、容器が水平状態に復帰したときに、そのウェイトに当たって前記容器の回転を止めるストッパをフレームに設けることが望ましい(請求項5)。
容器の底面から下方に延び、前記容器の回転に伴って導水渠内の水面に浮いているスカムを破砕する破砕部材を取付けてよい(請求項6)。
It is desirable to add a weight for increasing gravity W1 to the upper end of the upstream side of the water storage space in the container (claim 3).
It is desirable that the support shaft is rotatably supported by frames erected on the upper surfaces of the wall bodies on both sides forming the water conduit, and is fixed to the container.
The container is formed in a bottomed cylindrical shape, the support shaft is provided in a position parallel to the axis of the container and close to the upstream side from the axis, and a weight projects from the upstream end of the opening surface of the container. Preferably, the frame is provided with a stopper that stops the rotation of the container by hitting the weight when the container returns to the horizontal state.
A crushing member that extends downward from the bottom surface of the container and crushes the scum floating on the water surface in the water conduit as the container rotates may be attached.

本発明によれば、大量水の一挙投入による連続的造波により広範囲に渡ってスカムを破砕できるから、スカム破砕効率が高い。また、容器に水を供給するためのポンプに電源を必要するだけで、容器の回転・復帰は、水の供給と放出による重心の移動により自動的に行われ、動力を必要としないので、消費電力量の低減効果が得られる。
請求項2の発明によれば、容器とは別のウェイトを用いるので、容器の製造が容易であるとともに、複数個に分割されたウェイトを用いることにより、支軸の取付位置による満水時の重心移動タイミングの適正な設定又は調整を容易に行うことができる。
請求項3の発明によれば、容器及び容器に収容される水の大重量を支持する支軸をベアリングを介してフレームに支持させることが容易にできる。
請求項4の発明によれば、ウェイトの取付けとストッパ機構の取付けとを簡略化することができる。
According to the present invention, since the scum can be crushed over a wide range by continuous wave formation with a single injection of a large amount of water, the scum crushing efficiency is high. In addition, only a power source is required for the pump for supplying water to the container, and the rotation / return of the container is performed automatically by the movement of the center of gravity due to the supply and discharge of water, and no power is required. An effect of reducing the amount of electric power can be obtained.
According to the invention of claim 2, since the weight different from the container is used, the manufacture of the container is easy, and the center of gravity at the time of full water depending on the mounting position of the support shaft is obtained by using the weight divided into a plurality of parts. Appropriate setting or adjustment of the movement timing can be easily performed.
According to the invention of claim 3, it is possible to easily support the container and the support shaft supporting the large weight of water contained in the container through the bearing.
According to the invention of claim 4, the attachment of the weight and the attachment of the stopper mechanism can be simplified.

続いて、本発明の実施の形態について、図面に基づいて説明する。
図1は本発明に係るスカム破砕装置を取り付けた導水渠の開口部の平面図、図2は図1のX−X線断面図、図3は図1のY−Y線断面図である。
Next, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a plan view of an opening portion of a water conduit fitted with a scum crusher according to the present invention, FIG. 2 is a sectional view taken along line XX of FIG. 1, and FIG. 3 is a sectional view taken along line YY of FIG.

導水渠Pの上方に形成された矩形の開口部Oを形成する壁体1L,1R及び1F,1Bのうち、導水渠P内の水流方向に対して直角な方向に存在する左右の壁体1L,1Rの上面にH形鋼などで作られたフレーム材21,22が載置して固定してあり、これらのフレーム材21,22は、その長手方向両端部において、導水渠P内の水流方向の前後に存在する前後の壁体1F,1Bの上面に載置して固定された、フレーム材21,22と同様のH形鋼などで作られたフレーム材23,24の各端部に溶接などにより固着されて、開口部Oと相似形の一つの矩形フレーム2を構成している。   Of the walls 1L, 1R and 1F, 1B that form the rectangular opening O formed above the water conduit P, the left and right walls 1L that exist in a direction perpendicular to the water flow direction in the water conduit P , 1R, frame members 21 and 22 made of H-shaped steel or the like are placed and fixed, and the frame members 21 and 22 are connected to the water flow in the water conduit P at both longitudinal ends thereof. At each end of the frame members 23 and 24 made of H-shaped steel similar to the frame members 21 and 22 mounted and fixed on the upper surfaces of the front and rear wall bodies 1F and 1B existing before and after the direction A rectangular frame 2 similar to the opening O is fixed by welding or the like.

そして、左右のフレーム材21,22の長手方向中間位置よりも若干上流側に寄った位置の上面に、上方に起立する支持脚3が設けられている。各支持脚3は、所要の強度を確保するため、限定されないが、相応の幅を有するI状の鋼材31又は3本の鋼材31,32,32を山状もしくは三角形状に結合したもの等を用いることが望ましい。   And the support leg 3 which stands upwards is provided on the upper surface of the position slightly closer to the upstream side than the middle position in the longitudinal direction of the left and right frame members 21 and 22. Each of the support legs 3 is not limited in order to ensure the required strength, but I-shaped steel material 31 having a corresponding width or three steel materials 31, 32, 32 combined in a mountain shape or a triangular shape, etc. It is desirable to use it.

そして、各支持脚3の上端部には軸受33が設けられていて、左右両側の軸受33に、導水渠Pの開口部Oの上方を水流方向に対して直角方向に延びる1本の支軸4の両端部が図示されていない軸受を介して回転自在に支持されている。   And the bearing 33 is provided in the upper end part of each support leg 3, and the one support shaft extended in the direction orthogonal to the water flow direction above the opening part O of the water conduit P to the bearing 33 of both right and left sides. Both ends of 4 are rotatably supported through bearings not shown.

支軸4には、容器5が固着されている。容器5は、その左右両側面を遮蔽する垂直な側壁51,52と、その両側壁の上辺を除く周辺の間を連続して前後方向及び下方を遮蔽する周壁53とを有して、それらの壁の間に上方に開口する水収容空間54が形成されている。   A container 5 is fixed to the support shaft 4. The container 5 has vertical side walls 51 and 52 that shield both the left and right side surfaces, and a peripheral wall 53 that shields the periphery in the front and rear direction and the lower side continuously except for the upper sides of the both side walls. A water accommodation space 54 opening upward is formed between the walls.

周壁53の断面形状は特に限定されないが、好ましい実施の形態においては、図示されているように断面半円状として、容器全体で有底半円筒状に形成されている。そして、支軸4は、容器5の両側壁51,52の開口面付近の前後方向(水流方向)の中間位置よりも、後述する所定距離だけ上流側に寄った位置において、容器5の両側壁51,52を貫通させてある。   Although the cross-sectional shape of the peripheral wall 53 is not particularly limited, in the preferred embodiment, the entire container is formed in a bottomed semi-cylindrical shape as a semicircular cross-section as illustrated. Further, the support shaft 4 is located on both side walls of the container 5 at a position closer to the upstream side by a predetermined distance to be described later than an intermediate position in the front-rear direction (water flow direction) in the vicinity of the opening surfaces of the side walls 51 and 52 of the container 5. 51 and 52 are penetrated.

容器5の上流側の上端部には、水収容空間の外側に突出するようにウェイト6が設けられている。このウェイト6は、容器5が空の状態で、支軸4の中心を通る垂直面を境として、その垂直面から上流側の重量がその垂直面から下流側の重量よりも大きくなるように付加されている。容器5と別部材としてのウェイトを用いることにより、容器をすべて同一厚みの板材で製造することを可能にしてある。また、ウェイト6を複数枚の鉄板などで構成することにより、容器の上流側の重量の調整が容易にできるようにしてある。   A weight 6 is provided at the upper end on the upstream side of the container 5 so as to protrude outside the water accommodation space. The weight 6 is added so that the weight on the upstream side from the vertical plane is larger than the weight on the downstream side from the vertical plane with the vertical plane passing through the center of the support shaft 4 as a boundary when the container 5 is empty. Has been. By using a weight as a separate member from the container 5, it is possible to manufacture the container with a plate material having the same thickness. Further, by configuring the weight 6 with a plurality of iron plates, the weight on the upstream side of the container can be easily adjusted.

このような構成により、支軸4から容器5の上面の上流側端部までの距離をL1、支軸4から容器5の上面の下流側端部までの距離をL2とし、容器5の上流側端部に作用する重力をW1、容器5の下流側端部に作用する重力をW2とし、支軸4を通る垂直面を境として容器4の上流側部分の容積をV1,容器5の下流側部分の容積をV2とし、水の比重をdすると、容器5が空のときは、条件式
L1×W1>L2×W2, L1<L2
が満たされ、容器5が満水状態になったときは、条件式
L1×(W1+V1×d)<L2×(W2+V2×d), V1<V2
が満たされるように、軸4の位置が設定されている。
With such a configuration, the distance from the support shaft 4 to the upstream end of the upper surface of the container 5 is L1, the distance from the support shaft 4 to the downstream end of the upper surface of the container 5 is L2, and the upstream side of the container 5 Gravity acting on the end is W1, gravity acting on the downstream end of the container 5 is W2, and the volume of the upstream portion of the container 4 is V1, downstream of the container 5 with a vertical plane passing through the support shaft 4 as a boundary. When the volume of the part is V2 and the specific gravity of water is d, when the container 5 is empty, the conditional expression L1 × W1> L2 × W2, L1 <L2
Is satisfied and the container 5 is full of water, the conditional expression L1 × (W1 + V1 × d) <L2 × (W2 + V2 × d), V1 <V2
The position of the shaft 4 is set so that

上記のように、空の状態にある容器5の支軸4を通る垂直面よりも上流側の重量が下流側の重量よりも大きいときは、容器5の重心は支軸4を通る垂直面よりも上流側に存在するため、容器5には容器が支軸4周りに上流側が下がるように回転力が働く。そこで、左右のフレーム材21,22の上流側端部付近において起立する支持手段に相当するストッパ7を設けて、空の容器5が、図2に実線で示されているように、開口面が水平状態になったときは、ウェイト6がそのストッパ7の上端部に当たって停止されるように、構成してある。   As described above, when the weight on the upstream side of the vertical surface passing through the support shaft 4 of the container 5 in the empty state is larger than the weight on the downstream side, the center of gravity of the container 5 is greater than the vertical surface passing through the support shaft 4. Also, the rotational force acts on the container 5 so that the container is lowered around the support shaft 4 on the upstream side. Therefore, a stopper 7 corresponding to a support means standing near the upstream end of the left and right frame members 21 and 22 is provided, and the empty container 5 has an opening surface as shown by a solid line in FIG. When in a horizontal state, the weight 6 is configured to come into contact with the upper end of the stopper 7 and stop.

容器5の上方には、容器の水収納空間にスカム破砕用水を供給するための給水管8が設けられている。給水管8には、スカム除去サイクルの到来時刻より所定時間前から図示されていないポンプより導水渠の水の一部がスカム破砕用水として供給される。   A water supply pipe 8 for supplying scum crushing water to the water storage space of the container is provided above the container 5. A portion of the water in the water conduit is supplied to the water supply pipe 8 as scum crushing water from a pump (not shown) from a predetermined time before the arrival time of the scum removal cycle.

給水管8より容器5の水収容空間54に給水された水の量が所定量に達すると、支軸4を通る垂直面を境として上流側の容積V1よりも下流側の容積V2は大きいので、容器及び水の重心が支軸4を通る垂直面よりも下流側に移動する。その結果、容器5に支軸4を中心として図2において時計方向の回転力が働くため、図2に鎖線で示すように、容器の下流側が下がるように回転し、比喩的に言えば、獅子脅し的に、容器内の水が一挙に導水渠P内に落下する。   When the amount of water supplied from the water supply pipe 8 to the water accommodating space 54 of the container 5 reaches a predetermined amount, the volume V2 on the downstream side is larger than the volume V1 on the upstream side with the vertical plane passing through the support shaft 4 as a boundary. The center of gravity of the container and water moves downstream from the vertical plane passing through the support shaft 4. As a result, a clockwise rotational force in FIG. 2 acts on the container 5 around the support shaft 4, so that the container 5 rotates so that the downstream side of the container is lowered as shown by a chain line in FIG. Threateningly, the water in the container falls into the water conduit P all at once.

図2に鎖線で示されているように、水を収容した容器が最大角度まで回転したときに、水が容易に容器5から落下できるように、容器の周壁52の下流側端部の角度を外側に広げて、注出口55を形成することが望ましい。   As shown by a chain line in FIG. 2, the angle of the downstream end of the peripheral wall 52 of the container is set so that the water can easily fall from the container 5 when the container containing water rotates to the maximum angle. It is desirable to form the spout 55 by spreading outward.

容器内の水が一挙に導水渠内に落下することにより、導水渠の水面WLに大きな波が発生し、広い範囲に伝搬するため、水面WLに存在する層状のスカムSが効率よく破砕される。そして、導水渠内には常時水流があるので、破砕されたスカムはその水流に乗って、下流側の図示されていないスカム除去機構に向けて流れる。   When the water in the container falls into the water conduit at once, a large wave is generated on the water surface WL of the water conduit and propagates over a wide range, so that the layered scum S existing on the water surface WL is efficiently crushed. . Since there is always a water flow in the water conduit, the smashed scum rides on the water flow and flows toward a scum removing mechanism (not shown) on the downstream side.

上記スカム破砕装置は、導水渠Pに水流方向に間隔をおいて設けてある開口部ごとに設置される。従って、破砕されたスカムは再結合する前に下流側のスカム破砕装置により破砕されながら、最下流側のスカム除去機構まで至り、除去されることとなる。   The scum crusher is installed for each opening provided in the water conduit P at intervals in the water flow direction. Therefore, the crushed scum reaches the most downstream scum removing mechanism and is removed while being crushed by the downstream scum crushing device before rejoining.

上述のように、断面半円形の容器5は、その中心軸から上流側に寄った位置において支軸4により回転自在に支持されるだけで、モータ等の動力機械を要することなく、ポンプなどを介して容器5にスカム破砕用水を供給すると、収容水量が所定量に近づくにつれて重心移動により容器が自動的に回転して、容器から水が一挙に水面に落下してスカムを破砕する。従って、電力消費量を最小限に止めことができる。また、容器の全幅から水を一挙に落下させて、広範囲に波のエネルギーを伝搬することができるので、高いスカム破砕効率が得られる。   As described above, the container 5 having a semicircular cross section is supported by the support shaft 4 so as to be rotatable at a position close to the upstream side from the central axis thereof, and does not require a power machine such as a motor. When the water for scum crushing is supplied to the container 5 through the container 5, the container automatically rotates due to the movement of the center of gravity as the amount of stored water approaches a predetermined amount, and water falls from the container onto the water surface and crushes the scum. Therefore, power consumption can be minimized. Moreover, water can be dropped from the entire width of the container at once, and wave energy can be propagated over a wide range, so that high scum crushing efficiency can be obtained.

なお、上記の好ましい実施の形態においては、容器の断面形状を半円形としたが、本発明はこれに限定されるものではなく、台形あるいは矩形としても良い。また、容器から水を落下させる位置は、下流側に限定されず、上流側にしても良い。   In the above-described preferred embodiment, the cross-sectional shape of the container is semicircular, but the present invention is not limited to this, and may be trapezoidal or rectangular. Moreover, the position where water is dropped from the container is not limited to the downstream side, and may be the upstream side.

図4は、本発明の他の実施の形態を示す側面図である。このスカム破砕装置は、上記容器5の底面に、容器の下方に延びる砕部材9を取付けたものである。この破砕部材9は、容器の回転軸線方向に長い一枚板状でも良いが、回転抵抗を少なくするため、棒状又は板状の複数個を容器の回転軸線方向に間隔をおいて取付けることが望ましい。そして、破砕部材9は、容器5が水平状態にある時は水面WLよりも上方に待機し、容器が水を落下させる時は、水面WLを横切る長さを有している。   FIG. 4 is a side view showing another embodiment of the present invention. In this scum crushing apparatus, a crushing member 9 extending below the container is attached to the bottom surface of the container 5. The crushing member 9 may be a single plate that is long in the direction of the rotation axis of the container. However, in order to reduce rotational resistance, it is desirable to attach a plurality of rods or plates in the direction of the rotation axis of the container at intervals. . The crushing member 9 waits above the water surface WL when the container 5 is in a horizontal state, and has a length that crosses the water surface WL when the container drops water.

こうして、容器5が水供給及び落下により支軸4を中心に回転する際に、図4に実線で示されている水面上方の位置からその水面を横切り、その際に水面に浮いているスカムを破砕することができる。これにより、本発明のスカム破砕装置は、スカムの破砕をより効率的に行うことができる。   Thus, when the container 5 rotates around the support shaft 4 due to water supply and dropping, the scum that crosses the water surface from the position above the water surface shown by the solid line in FIG. 4 and floats on the water surface at that time is removed. Can be crushed. Thereby, the scum crusher of this invention can perform scum crushing more efficiently.

本発明に係るスカム破砕装置を取り付けた導水渠の開口部の平面図。The top view of the opening part of the water conduit which attached the scum crusher which concerns on this invention. 図1のX−X線断面図。XX sectional drawing of FIG. 図1のY−Y線断面図。The YY sectional view taken on the line of FIG. 本発明の他の実施の形態を示す側面図。The side view which shows other embodiment of this invention.

符号の説明Explanation of symbols

P 導水渠
O 開口部
1L,1R 左右の壁体
1F,1B 前後の壁体
2 フレーム
3 支持脚
4 支軸
5 容器
6 ウェイト
7 支持手段(ストッパ)
8 給水管
9 破砕部材
P water guide O opening 1L, 1R left and right wall 1F, 1B front and rear wall 2 frame 3 support leg 4 support shaft 5 container 6 weight 7 support means (stopper)
8 Water supply pipe 9 Crushing member

Claims (6)

導水渠の上方に導水渠における水流方向に対して直角で水平な支軸を中心として回転自在に支持され、上面に開口する容器と、その容器にスカム破砕用水を供給する給水手段とを備えてなり、前記支軸の位置は、前記容器が空のときは、その容器の重心が前記支軸を通る垂直面を境として前記水流方向の上流側と下流側の一方側に存在し、前記容器に前記給水手段により所定量まで給水されたときは、その容器及び水の重心が前記支軸を通る垂直面を境として前記水流方向の上流側と下流側の他方側に移動して前記容器が回転されて、容器内の水が前記導水渠内の水面に落下するように設定してあることを特徴とするスカム破砕装置。   Provided above the water conduit is a container that is supported rotatably around a horizontal support shaft perpendicular to the water flow direction in the water conduit, and has an opening on the upper surface, and water supply means for supplying water for scum crushing to the container When the container is empty, the center of gravity of the container exists on one side of the upstream and downstream sides in the water flow direction with a vertical plane passing through the support shaft as a boundary. When the water supply means supplies water to a predetermined amount, the center of gravity of the container and water moves to the upstream side in the water flow direction and the other side downstream from the vertical plane passing through the support shaft, and the container is The scum crusher is set so that it is rotated so that the water in the container falls on the water surface in the water conduit. 導水渠の上方にその導水渠における水流方向に対して直角で水平に設けられた支軸と、上面に開口する水収容空間を有し、前記水流方向に沿った長さ方向中間位置の前記上面付近において前記支軸により揺動自在に支持された容器と、前記容器が空の場合に前記容器の上流側端部を支持してその容器を水平状態に維持する支持手段と、前記容器にスカム破砕用水を供給する給水手段とを備え、前記支軸から前記容器の上面の上流側端部までの距離をL1、前記支軸から前記容器の上面の下流側端部までの距離をL2とし、前記容器の上流側端部に作用する重力をW1、前記容器の下流側端部に作用する重力をW2とし、前記支軸を通る垂直面を境として前記容器の上流側部分の容積をV1,前記容器の下流側部分の容積をV2とし、水の比重をdすると、前記容器が空のときは、条件式
L1×W1>L2×W2, L1<L2
が満たされ、前記容器への給水量が所定量になったときは、条件式
L1×(W1+V1×d)<L2×(W2+V2×d), V1<V2
が満たされるように、前記支軸の位置が設定してあることを特徴とするスカム破砕装置。
The upper surface of the intermediate position in the longitudinal direction along the water flow direction has a support shaft provided horizontally at a right angle to the water flow direction in the water conveyance shaft and a water storage space opened on the upper surface. A container that is swingably supported by the support shaft in the vicinity, a support means for supporting the upstream end of the container when the container is empty and maintaining the container in a horizontal state, and a scum on the container Water supply means for supplying crushing water, the distance from the support shaft to the upstream end of the upper surface of the container is L1, the distance from the support shaft to the downstream end of the upper surface of the container is L2, Gravity acting on the upstream end of the container is W1, gravity acting on the downstream end of the container is W2, and the volume of the upstream portion of the container is V1, with a vertical plane passing through the support shaft as a boundary. The volume of the downstream part of the container is V2, and the specific gravity of water d Then, when the container is empty, condition L1 × W1> L2 × W2, L1 <L2
When the water supply amount to the container reaches a predetermined amount, the conditional expression L1 × (W1 + V1 × d) <L2 × (W2 + V2 × d), V1 <V2
The scum crusher is characterized in that the position of the support shaft is set so that
容器には、水収容空間の上流側上端部に重力を増すためのウェイトを付加してあること特徴とする請求項2に記載のスカム破砕装置。   The scum crusher according to claim 2, wherein a weight for increasing gravity is added to the upper end of the upstream side of the water storage space in the container. 支軸は、導水渠を形成する両側の壁体の上面に架設したフレームにより回転自在に支持し、容器に固着してあることを特徴とする請求項2又は3に記載のスカム破砕装置。   The scum crusher according to claim 2 or 3, wherein the support shaft is rotatably supported by frames laid on the upper surfaces of the wall bodies on both sides forming the water conduit, and is fixed to the container. 容器を有底筒状に形成し、支軸をその容器の軸線と平行にその軸心から上流側に寄った位置に設け、前記容器の開口面の上流側端部にウェイトを突設し、容器が水平状態に復帰したときに、そのウェイトに当たって前記容器の回転を止めるストッパをフレームに設けたことを特徴とする請求項2,3又4に記載のスカム破砕装置。   The container is formed in a bottomed cylindrical shape, the support shaft is provided in a position parallel to the axis of the container and close to the upstream side from the axis, and a weight projects from the upstream end of the opening surface of the container, The scum crusher according to claim 2, 3 or 4, wherein the frame is provided with a stopper for stopping the rotation of the container by hitting the weight when the container returns to the horizontal state. 容器の底面から下方に延び、前記容器の回転に伴って導水渠内の水面に浮いているスカムを破砕する破砕部材を取付けたことを特徴とする請求項1,2,3,4又5に記載のスカム破砕装置。   6. A crushing member that extends downward from the bottom surface of the container and crushes the scum floating on the water surface in the water conduit as the container rotates is attached. The scum crushing device described.
JP2007319312A 2007-12-11 2007-12-11 Scum crusher Expired - Fee Related JP4782099B2 (en)

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