JP3657758B2 - Equipment for dewatering and discharging sediment such as sand - Google Patents

Equipment for dewatering and discharging sediment such as sand Download PDF

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Publication number
JP3657758B2
JP3657758B2 JP34376697A JP34376697A JP3657758B2 JP 3657758 B2 JP3657758 B2 JP 3657758B2 JP 34376697 A JP34376697 A JP 34376697A JP 34376697 A JP34376697 A JP 34376697A JP 3657758 B2 JP3657758 B2 JP 3657758B2
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Japan
Prior art keywords
tank
drainage
scooping
suction
scooping bucket
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JP34376697A
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Japanese (ja)
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JPH11156108A (en
Inventor
弘志 伊藤
恭司 伊藤
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Ito Corp
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Ito Corp
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Description

【0001】
【発明が属する技術分野】
本発明は、砂等の沈殿物を水切りすると共に強制脱水して含水率を少なくした沈殿物の排出する装置に関するものである。
【0002】
【従来の技術】
従来からバケット式、スパイラル式、ロータリー式等の分級機が知られているが、いずれも砂等の沈殿物を水から分離するだけで砂の水切り状態が悪く泥砂状態となって後処理の扱い難いものであった。そこで本願発明者は、放射状に備えた脱水管の先端部の掬いバケットで沈殿物を掬い揚げて水切網で水切りし、真空吸引で強制脱水した後、反転部で落下させる装置を開発したのである。
【0003】
しかしながら、真空吸引による強制脱水の前に、水切網を通過した分離水が水切網より下の水切室の排水部から排水されるのであるが、掬いバケットが水面からでて真空吸引までの時間が短いためその排水を十分にできないことから水切室に分離水が多く残留するのである。この残水量が多い状態で真空吸引をすると沈殿物間の水が吸引されてさらに分離水が水切室に貯水するため、真空吸引の吸引ホースに分離水が導かれて真空吸引が不良となるのである。
【0004】
これを解決するには掬いバケットをゆっくり回転させて水面から真空吸引までの時間を長くすることで分離水の排水を十分にすればよいが、処理時間が長くなって大量処理できない問題点が生じた。
【0005】
【発明が解決しようとする課題】
そこで本発明は、真空吸引を利用して沈殿物の水切り脱水を良好にでき、迅速に水切り処理できる沈殿物の脱水排出装置を提供するものである。
【0006】
【課題を解決するための手段】
このため本発明は、上面を開口して内部に水切体を付設することで水切体の上を掬い載置部とすると共に、該水切体の下を水切室に区分けして成る掬いバケットと、該掬いバケットに固着し該水切室に連通して水切りされた分離水を導く排水タンクと、径方向の放射状に複数配置した該掬いバケットを上下に回転させる回転装置と、夫々の掬いバケットがほぼ水平状態から垂直状態までの上向きに回転変位する範囲内において排水タンク内を負圧吸引させる吸引手段と、夫々の吸引作動の間は排水タンクの排水孔を閉塞すると共に、夫々の掬いバケットが沈殿物を掬い上げて水面より上がった直後から吸引作動が始まるまでの間に該排水孔を開く蓋開閉手段と、該排水タンクに連設して備えた排水タンク内の余分な分離水を吸引作動時に導いて貯水する補助タンクと、反転する掬いバケットから落下する沈殿物を受けて排送する排送シュートとを備えた構成の砂等の沈殿物の脱水排出装置である。
【0007】
沈殿槽等の沈降室で沈降した沈殿物を、回転装置によって回転する夫々の掬いバケットで掬い上げて水切体で沈殿物を水切り保持すると共に、水切りされた沈殿物からの分離水は掬いバケットが水面からでた直後から真空吸引されるまでの間に排水タンクの排水孔から沈殿槽内に落下排水され、夫々掬いバケットが上昇して反転までの間に排水タンク内を真空吸引作動させることにより、連通する掬いバケットの下部を真空状態にして保持した沈殿物の強制脱水を図り、この際の分離水は補助タンクに貯水され、さらに反転部にて沈殿物を排送シュートに落下させるのである。なお、真空吸引作動の際には排水孔は閉塞されているのであり、補助タンク内の分離水は反転した掬いバケットが水面に没入する前に水切体を通過して沈殿槽内に排水されるのである。
【0008】
【発明の実施の形態】
次に本発明の詳細につき図示形態例で説明する。図1乃至図4に示す本例装置は、砂の沈殿槽1に配置されるもので、沈殿槽1に連設した沈殿砂供給槽11から沈殿砂が連続して送られるものである。
【0009】
2は沈殿槽1の上端で支持された回転筒であり、後部に備えたモータ21により連繋回転する回転軸20に固着されて上下方向に回転するものである。回転筒2の軸方向中央には円盤状の取付体22が固着してあり、該取付体22には半径方向に伸びる多数の取付アーム23を介して夫々排水タンク3を連設した掬いバケット4を固着している。
【0010】
即ち、図3のように、取付アーム23の先端一側に掬いバケット4を固着すると共に排水タンク3を他側に固着して、掬いバケット4の後下部に排水タンク3を連設し、掬いバケット4の下部に透設した通水孔42を介して排水タンク3と連通させている。また、掬いバケット4は排水タンク3の一側に連設してあるため、図2のように前方に突出配置した状態となっている。
【0011】
掬いバケット4は、上面を開口し、内部に水切体41を備えて上下に仕切り、その上部を沈殿物載置部とすると共に、水切体41から下部を水切室40として分離水の落下部としている。なお、掬いバケット4の先端形状は掬い易いように傾斜させている。また、排水タンク3は水切体41を通過した分離水を通過させ易いように少し下げて傾斜させた状態で掬いバケット4に固着してある。
【0012】
排水タンク3の後部下端には排水孔31が設けてあり、排水孔31にゴム製の蓋5が開閉可能に備えてある。蓋5は取付体22に後端を固着された板バネアーム51の先端に固着されて排水孔31に軽く圧接して閉塞している。
【0013】
さらに排水タンク3の後部には導水管71を介して補助タンク7が連結してあり、補助タンク7は取付体22の支持板221で支持されている。
【0014】
6は吸引手段であり、夫々の掬いバケット4がほぼ水平状態から垂直状態までの上向きに回転変位する範囲内において排水タンク3及び水切室40を真空状態として吸引作動させるものである。即ち、図4のように、真空吸引作用を施すブロア61の吸引側に接続した吸引管62を、回転軸20を収容させた固定筒63に連結し、これにより固定筒63に固着して不動の吸引板64の導通溝640を真空状態としている。導通溝640は、吸引板64内でほぼ水平状態から垂直状態までの位置に欠設され、前端面に導通溝640を開口している。
【0015】
そして、回転筒2の後端に制御板25を固着し、周方向に等間隔な通孔250を制御板25に貫通させて吸引板64と接面させている。33は吸引ホースであり、制御板25の前面で夫々の通孔250に連通接続すると共に、排水タンク3の前部に開口接続している。
【0016】
なお、8は中央上部に設置した排送シュートであり、上昇し反転する掬いバケット4の下に位置している。
【0017】
次に本形態例装置の作用を説明する。まずモータ21の駆動で回転筒2がゆっくりと回転し、図1のように、夫々の掬いバケット4が底部に沈降した砂9を掬い、図5のように、水切体41を通過した分離水は水切室40に落下して通水孔42から排水タンク3に貯水される。なお、この状態では補助タンク7は下向きとなっているため分離水が補助タンク7に流れることがない。
【0018】
掬いバケット4が水面から上にでると、図6のように、分離水の重みで蓋5が押し下げられて排水孔31が開口し、分離水が沈殿槽1に排水落下されるのである。なお、この際でも補助タンク7が下向き又は水平状態となっているため分離水が補助タンク7に流れることがない。
【0019】
そして、掬いバケット4がさらに上に回転すると、ブロア61の作動により吸引管62に導通させた吸引板64の導通溝640が常時真空状態となっているため、掬いバケット4が図1で示す矢印範囲Sの回転変位範囲内においては、吸引ホース33によって制御板25の通孔250が導通溝64と連通する。即ち、吸引板64に接面しながら制御板25が回転筒2と一体に回転して通孔250が導通溝64と連通するのである。
【0020】
これにより排水タンク3及び通水孔42を介して水切室40内が真空状態となるため掬いバケット4で保持した砂9の間を外からの空気が通過し、砂9間に残留した水が払拭され排水タンク3に導かれて砂9が強制脱水されるのである。
【0021】
この際、吸引作用範囲である図1の矢印範囲Sの回転変位範囲では、図7のように、板バネアーム51の復元力と吸引力によって強く蓋5が排水タンク3の排水孔31に圧着して閉塞することから外気が入ることがなく、良好な吸引脱水が図れるのである。また、真空吸引によって脱水された分離水は、排水タンク3の下位置で上向きとなった導水管71を通って補助タンク7内に溜まるのである。
【0022】
真空吸引による強制脱水が終了して反転を始めると、図2のように、砂9が排送シュート8に落下するのであり、この際、排水タンク3及び補助タンク7内に残った水は、排水孔31が蓋5で閉塞されているため沈殿槽1に落下することはない。かりに水圧で蓋5が開いた場合でも排水タンク3内の分離水が沈殿槽1に落下するだけであり、排送シュート8に落下することがない。
【0023】
そして、排水タンク3及び補助タンク7内に残った分離水は、図9のように、反転して掬いバケット4が下向きとなった際に、通過孔42を通り水切室40から水切体41を通って沈殿槽1に落下排水されるのである。
【0024】
このように本例によると、水切りと真空吸引による脱水が施されてベトつきのない砂9が得られるのである。本例で特徴あることは、掬いバケット4からの分離水が排水孔31から直ちに沈殿槽1に戻され排水されるのであるが、掬いバケット4の回転速度が速くて全部の分離水が排水されず排水タンク3に残留しても、次の吸引作用時に吸引された分離水と共に、補助タンク7に流れて貯水されることから排水タンク3内の水量を一定の少ない量に保持できるのである。したがって、通水孔42を介して水切室40内の真空状態を常時良好に確保でき、吸引ホース33に分離水が入り込むことがない。
【0025】
また、排水タンク3を掬いバケット4の後部に配置したため、その排水孔31から落下する分離水が下の掬いバケット4の上に位置しないことから下の掬いバケット4上に排水されることがなく、吸引ホース33が排水タンク3側に接続してあるため分離水が直接吸引ホース33に吸引されることがないのである。
【0026】
本形態例は上記のように構成したが、本発明においてはこれに限定されない。例えば、掬いバケットの形状及び水切体の材質は問わない。また、排水タンク及び補助タンクの形状も適宜であり、補助タンクは吸引作用時だけに排水タンク内の分離水を導いて貯水できるように配置すればよい。
【0027】
また、夫々の掬いバケットがほぼ水平状態から垂直状態までの上向きに回転変位する範囲内において排水タンク内を吸引作動させる吸引手段の構成も任意である。さらに、吸引作動の間は排水孔を閉塞すると共に、吸引作動以外の間はその排水孔を開く蓋開閉手段の構成も限定されず、電磁石で開閉することでもよい。なお、掬いバケットを上下に回転させる回転装置も適宜であり、反転する掬いバケットから落下する沈殿物を受けて排送する排送シュートの構成も適宜である。
【0028】
【発明の効果】
本発明の請求項1によると、空気吸引による二次真空脱水が施されて脱水率の高い沈殿物が排出されるのであり、真空吸引作用前に排水タンク内に分離水が残留しても吸引作用時には分離水が補助タンクに流れるため排水タンク内の水量を一定の少ない量に保持できることから水切室内の真空状態を適正に確保でき良好な真空脱水が確保できるのである。
【図面の簡単な説明】
【図1】本発明の一形態例を示す一部切欠した背面図である。
【図2】その一部縦断した側面図である。
【図3】その掬いバケット及び排水タンク部の拡大斜視図である。
【図4】その吸引手段部の一部切欠斜視図である。
【図5】掬いバケットが沈殿槽からでる直前の一部切欠背面図である。
【図6】掬いバケットが沈殿槽の水面から出た状態の一部切欠背面図である。
【図7】真空吸引によって強制脱水している状態の一部切欠背面図である。
【図8】掬いバケットが垂直状態となって砂を落下する直前の一部切欠背面図である。
【図9】掬いバケットが反転して水面に入る直前の一部切欠背面図である。
【符号の説明】
1 沈殿槽
2 回転筒
253 制御板
3 排水タンク
31 排水孔
4 掬いバケット
41 水切体
42 通水孔
5 蓋体
51 蓋アーム
6 ブロア
64 制御板
7 補助タンク
71 導水管
8 排送シュート
9 砂
[0001]
[Technical field to which the invention belongs]
The present invention relates to an apparatus for draining precipitates such as sand which are drained and forcedly dehydrated to reduce the water content.
[0002]
[Prior art]
Conventionally, bucket type, spiral type and rotary type classifiers are known, but in all cases, the sand drains poorly and the mud sand is treated just by separating the sediment such as sand from the water. It was difficult. Therefore, the inventor of the present application has developed a device for scooping up the sediment with a scooping bucket at the tip of the dewatering pipe provided radially, draining it with a draining net, forcibly dewatering with vacuum suction, and dropping it at the reversing part. .
[0003]
However, before forced dehydration by vacuum suction, the separated water that has passed through the drainage net is drained from the drainage section of the drainage chamber below the drainage net. Because it is short, the drainage cannot be sufficiently performed, so a lot of separated water remains in the drainage chamber. If vacuum suction is performed in a state where there is a large amount of residual water, water between the precipitates is sucked and the separated water is stored in the draining chamber, so the separated water is guided to the vacuum suction suction hose, resulting in poor vacuum suction. is there.
[0004]
To solve this problem, it is sufficient to drain the separated water sufficiently by slowly rotating the scooping bucket and increasing the time from the water surface to the vacuum suction. It was.
[0005]
[Problems to be solved by the invention]
Therefore, the present invention provides an apparatus for dewatering and discharging a precipitate that can improve the drainage and dewatering of the precipitate using vacuum suction and can perform the drainage process quickly.
[0006]
[Means for Solving the Problems]
For this reason, the present invention has a scooping bucket formed by opening the upper surface and attaching a draining body inside to make a scooping mounting portion above the draining body, and dividing the bottom of the draining body into a draining chamber, A drainage tank that is fixed to the scooping bucket and communicates with the draining chamber to guide the drained water, a rotating device that rotates a plurality of scooping buckets arranged radially in the radial direction, and each scooping bucket is almost In the range of rotational displacement upward from the horizontal state to the vertical state, suction means for sucking negative pressure in the drain tank, and during each suction operation, the drain hole of the drain tank is closed and each scooping bucket settles Lid opening / closing means that opens the drainage hole immediately after the object is scooped up from the water surface until the suction operation starts, and the excess separation water in the drainage tank connected to the drainage tank is suctioned Sometimes led An auxiliary tank for water storage, a dewatering discharge device deposits such as sand structure that includes a the discharging chute feed discharged undergoing precipitate falling from scooping bucket reversed.
[0007]
The sediment that has settled in the sedimentation chamber such as a sedimentation tank is scooped up by each scooping bucket that is rotated by a rotating device, and the sediment is drained and retained by the draining body. By draining and draining from the drainage hole of the drainage tank into the settling tank immediately after coming out of the water surface until vacuum suction, each of the scooping buckets rises and vacuums the inside of the drainage tank until it reverses Forcibly dewatering the sediment that is held in a vacuum at the bottom of the communicating scooping bucket, and the separated water is stored in the auxiliary tank, and the sediment is dropped to the discharge chute at the reversing section. . In addition, the drain hole is closed during the vacuum suction operation, and the separated water in the auxiliary tank passes through the drainage body and drains into the sedimentation tank before the inverted scooping bucket enters the water surface. It is.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Next, details of the present invention will be described with reference to illustrated examples. The apparatus shown in FIG. 1 to FIG. 4 is arranged in a sand settling tank 1, and the settling sand is continuously sent from a settling sand supply tank 11 connected to the settling tank 1.
[0009]
Reference numeral 2 denotes a rotating cylinder supported at the upper end of the sedimentation tank 1, which is fixed to a rotating shaft 20 that rotates continuously by a motor 21 provided at the rear portion and rotates in the vertical direction. A disc-shaped mounting body 22 is fixed to the center of the rotating cylinder 2 in the axial direction, and the scooping bucket 4 in which the drainage tank 3 is connected to the mounting body 22 through a large number of mounting arms 23 extending in the radial direction. Is fixed.
[0010]
That is, as shown in FIG. 3, the scooping bucket 4 is fixed to one end of the mounting arm 23 and the drainage tank 3 is fixed to the other side, and the drainage tank 3 is connected to the rear lower part of the scooping bucket 4. The drainage tank 3 is communicated with through a water passage hole 42 formed in a lower part of the bucket 4. Further, since the scooping bucket 4 is connected to one side of the drainage tank 3, it is in a state of projecting forward as shown in FIG.
[0011]
The scooping bucket 4 has an upper surface, a drainage body 41 inside, and is divided into upper and lower parts. The upper part of the scooping bucket 4 serves as a sediment placing part, and the lower part from the drainage body 41 serves as a drainage chamber 40 as a falling part of separated water. Yes. The tip shape of the scooping bucket 4 is inclined so that it can be easily scooped. Further, the drainage tank 3 is fixed to the scooping bucket 4 in a state where it is slightly lowered and inclined so that the separated water that has passed through the draining body 41 is easily passed.
[0012]
A drain hole 31 is provided at the lower end of the rear part of the drain tank 3, and a rubber lid 5 is provided in the drain hole 31 so as to be openable and closable. The lid 5 is fixed to the tip of a leaf spring arm 51 whose rear end is fixed to the mounting body 22 and is lightly pressed against the drain hole 31 to be closed.
[0013]
Further, an auxiliary tank 7 is connected to the rear portion of the drainage tank 3 through a water conduit 71, and the auxiliary tank 7 is supported by a support plate 221 of the attachment body 22.
[0014]
Reference numeral 6 denotes suction means, which operates the suction of the drainage tank 3 and the drainage chamber 40 in a vacuum state within a range in which each scooping bucket 4 is rotationally displaced upward from a substantially horizontal state to a vertical state. That is, as shown in FIG. 4, the suction pipe 62 connected to the suction side of the blower 61 that performs the vacuum suction action is connected to the fixed cylinder 63 in which the rotary shaft 20 is accommodated. The conduction groove 640 of the suction plate 64 is in a vacuum state. The conduction groove 640 is provided in a position from the substantially horizontal state to the vertical state in the suction plate 64, and the conduction groove 640 is opened on the front end surface.
[0015]
The control plate 25 is fixed to the rear end of the rotary cylinder 2, and through holes 250 that are equally spaced in the circumferential direction are passed through the control plate 25 to contact the suction plate 64. Reference numeral 33 denotes a suction hose, which is connected to each through hole 250 on the front surface of the control plate 25 and is open-connected to the front portion of the drainage tank 3 .
[0016]
In addition, 8 is the discharge chute installed in the center upper part, and is located under the scooping bucket 4 which raises and reverses.
[0017]
Next, the operation of this embodiment apparatus will be described. First, the rotating cylinder 2 is slowly rotated by the drive of the motor 21, and each scooping bucket 4 scoops the sand 9 settled at the bottom as shown in FIG. 1, and the separated water that has passed through the draining body 41 as shown in FIG. Falls into the draining chamber 40 and is stored in the drain tank 3 through the water passage hole 42. In this state, since the auxiliary tank 7 faces downward, the separated water does not flow into the auxiliary tank 7.
[0018]
When the scooping bucket 4 goes up from the water surface, as shown in FIG. 6, the lid 5 is pushed down by the weight of the separated water, the drain hole 31 is opened, and the separated water is drained and dropped into the sedimentation tank 1. Even at this time, the auxiliary tank 7 is in a downward or horizontal state, so that the separated water does not flow into the auxiliary tank 7.
[0019]
When the scooping bucket 4 rotates further upward, the conducting groove 640 of the suction plate 64 that is conducted to the suction pipe 62 by the operation of the blower 61 is always in a vacuum state. Within the rotational displacement range of the range S, the through hole 250 of the control plate 25 communicates with the conduction groove 64 by the suction hose 33. That is, the control plate 25 rotates integrally with the rotary cylinder 2 while contacting the suction plate 64, and the through hole 250 communicates with the conduction groove 64.
[0020]
As a result, the drainage chamber 40 is evacuated through the drainage tank 3 and the water passage hole 42, so that air from the outside passes between the sands 9 held by the scooping bucket 4, and water remaining between the sands 9 is removed. The sand 9 is wiped off and guided to the drainage tank 3, and the sand 9 is forcibly dehydrated.
[0021]
At this time, in the rotational displacement range of the arrow range S of FIG. 1 that is the suction action range, the lid 5 is strongly pressed against the drain hole 31 of the drain tank 3 by the restoring force and suction force of the leaf spring arm 51 as shown in FIG. As a result of the blockage, the outside air does not enter and good suction dehydration can be achieved. Further, the separated water dehydrated by vacuum suction is accumulated in the auxiliary tank 7 through the water guide pipe 71 which is directed upward at the lower position of the drainage tank 3.
[0022]
When the forced dehydration by vacuum suction is completed and the reversal starts, as shown in FIG. 2, the sand 9 falls to the discharge chute 8, and at this time, the water remaining in the drainage tank 3 and the auxiliary tank 7 is Since the drain hole 31 is closed by the lid 5, it does not fall into the sedimentation tank 1. Even when the lid 5 is opened by water pressure, the separated water in the drain tank 3 only falls into the sedimentation tank 1 and does not fall into the discharge chute 8.
[0023]
Then, the separated water remaining in the drainage tank 3 and the auxiliary tank 7 is reversed and when the scooping bucket 4 faces downward, as shown in FIG. It passes through and falls into the settling tank 1.
[0024]
Thus, according to this example, drainage and dewatering by vacuum suction are performed, and sand 9 without stickiness is obtained. What is characteristic in this example is that the separated water from the scooping bucket 4 is immediately returned to the settling tank 1 from the drain hole 31 and drained, but the scooping bucket 4 has a high rotational speed and all the separated water is drained. Even if it remains in the drainage tank 3, it flows into the auxiliary tank 7 and is stored together with the separated water sucked during the next suction action, so that the amount of water in the drainage tank 3 can be kept at a constant small amount. Therefore, the vacuum state in the draining chamber 40 can always be satisfactorily secured through the water passage hole 42, and the separated water does not enter the suction hose 33.
[0025]
Further, since the drainage tank 3 is disposed at the rear portion of the scooping bucket 4, the separated water falling from the drainage hole 31 is not positioned on the scooping bucket 4 below, so that it is not drained onto the scooping bucket 4 below. Since the suction hose 33 is connected to the drainage tank 3 side, the separated water is not directly sucked into the suction hose 33.
[0026]
Although the present embodiment is configured as described above, the present invention is not limited to this. For example, the shape of the scooping bucket and the material of the drainage body are not limited. Further, the shape of the drain tank and the auxiliary tank is also appropriate, and the auxiliary tank may be arranged so that the separated water in the drain tank can be guided and stored only during the suction action.
[0027]
In addition, the structure of the suction means for performing the suction operation in the drainage tank within the range in which each scooping bucket is rotationally displaced upward from the substantially horizontal state to the vertical state is also arbitrary. Furthermore, the structure of the lid opening / closing means that closes the drainage hole during the suction operation and opens the drainage hole during other than the suction operation is not limited, and may be opened and closed by an electromagnet. A rotating device that rotates the scooping bucket up and down is also appropriate, and a configuration of a discharge chute that receives and discharges the sediment falling from the reversing scooping bucket is also appropriate.
[0028]
【The invention's effect】
According to the first aspect of the present invention, the secondary vacuum dehydration is performed by air suction, and the precipitate having a high dewatering rate is discharged. Even if the separated water remains in the drainage tank before the vacuum suction action, the suction is performed. Since the separated water flows into the auxiliary tank during operation, the amount of water in the drainage tank can be kept at a constant small amount, so that the vacuum state in the draining chamber can be properly secured and good vacuum dehydration can be secured.
[Brief description of the drawings]
FIG. 1 is a partially cutaway rear view showing an embodiment of the present invention.
FIG. 2 is a side view partially cut vertically.
FIG. 3 is an enlarged perspective view of the scooping bucket and drain tank section.
FIG. 4 is a partially cutaway perspective view of the suction means.
FIG. 5 is a partially cutaway rear view just before the scooping bucket comes out of the settling tank.
FIG. 6 is a partially cutaway rear view of the scooping bucket in a state where it protrudes from the water surface of the settling tank.
FIG. 7 is a partially cutaway rear view showing a state where forced dehydration is performed by vacuum suction.
FIG. 8 is a partially cut-out rear view immediately before the scooping bucket is in a vertical state and the sand is dropped.
FIG. 9 is a partially cutaway rear view just before the scooping bucket is reversed and enters the water surface.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Precipitation tank 2 Rotating cylinder 253 Control board 3 Drain tank 31 Drain hole 4 Scoop bucket 41 Drainage body 42 Water drain hole 5 Cover body 51 Lid arm 6 Blower 64 Control plate 7 Auxiliary tank 71 Conduit pipe 8 Discharge chute 9 Sand

Claims (1)

上面を開口して内部に水切体(41)を付設することで水切体の上を掬い載置部とすると共に、該水切体の下を水切室(40)に区分けして成る掬いバケット(4)と、該掬いバケット(4)に固着し該水切室に連通して水切りされた分離水を導く排水タンク(3)と、径方向の放射状に複数配置した該掬いバケット(4)を上下に回転させる回転装置と、夫々の掬いバケット(4)がほぼ水平状態から垂直状態までの上向きに回転変位する範囲内において排水タンク内を負圧吸引させる吸引手段と、夫々の吸引作動の間は排水タンク(3)の排水孔(31)を閉塞すると共に、夫々の掬いバケット(4)が沈殿物を掬い上げて水面より上がった直後から吸引作動が始まるまでの間に該排水孔(31)を開く蓋開閉手段と、該排水タンク(3)に連設して備えた排水タンク内の余分な分離水を吸引作動時に導いて貯水する補助タンク(7)と、反転する掬いバケット(4)から落下する沈殿物を受けて排送する排送シュート(8)とを備えたことを特徴とする砂等の沈殿物の脱水排出装置。The upper surface is opened and a draining body (41) is attached inside, so that the upper part of the draining body is scooped and placed, and the lower part of the draining body is divided into a draining chamber (40) (4) ), A drainage tank (3) that adheres to the scooping bucket (4) and communicates with the draining chamber and guides the drained water, and a plurality of scooping buckets (4) arranged radially in the radial direction. Rotating rotating device, suction means for sucking negative pressure in the drainage tank within the range in which each scooping bucket (4) is rotationally displaced upward from a substantially horizontal state to a vertical state, and drainage between each suction operation The drainage hole (31) of the tank (3) is closed and the drainage hole (31) is opened immediately after each scooping bucket (4) scoops up the sediment and rises from the surface until the suction operation starts. Opening / closing means for opening the lid, and drainage connected to the drainage tank (3) An auxiliary tank (7) that guides and stores excess separated water in the tank during suction operation, and a discharge chute (8) that receives and discharges the sediment falling from the reversing scooping bucket (4) An apparatus for dewatering and discharging sediments such as sand.
JP34376697A 1997-11-28 1997-11-28 Equipment for dewatering and discharging sediment such as sand Expired - Lifetime JP3657758B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34376697A JP3657758B2 (en) 1997-11-28 1997-11-28 Equipment for dewatering and discharging sediment such as sand

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34376697A JP3657758B2 (en) 1997-11-28 1997-11-28 Equipment for dewatering and discharging sediment such as sand

Publications (2)

Publication Number Publication Date
JPH11156108A JPH11156108A (en) 1999-06-15
JP3657758B2 true JP3657758B2 (en) 2005-06-08

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