JPH08170351A - Vacuum type sludge collection method using barge and device thereof - Google Patents

Vacuum type sludge collection method using barge and device thereof

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Publication number
JPH08170351A
JPH08170351A JP33501394A JP33501394A JPH08170351A JP H08170351 A JPH08170351 A JP H08170351A JP 33501394 A JP33501394 A JP 33501394A JP 33501394 A JP33501394 A JP 33501394A JP H08170351 A JPH08170351 A JP H08170351A
Authority
JP
Japan
Prior art keywords
sludge
suction
water
tank
separation tank
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP33501394A
Other languages
Japanese (ja)
Other versions
JP2811158B2 (en
Inventor
Komei Yokoi
康名 横井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Anlet Co Ltd
Original Assignee
Anlet Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Anlet Co Ltd filed Critical Anlet Co Ltd
Priority to JP33501394A priority Critical patent/JP2811158B2/en
Publication of JPH08170351A publication Critical patent/JPH08170351A/en
Application granted granted Critical
Publication of JP2811158B2 publication Critical patent/JP2811158B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE: To make it possible to execute collection work with high efficiency and without contaminating water quality and reduce the size of a device and equipment cost as well by sucking up sludge with water into a separation tank by a suction force of a roots type multi-stage vacuum pump and allowing the sludge to be settled therein and discharging a clarified supernatant liquid with a discharge pressure of the pump. CONSTITUTION: Sludge m deposited on the bottom of a lake is sucked up with water into a separation tank 3 from a suction hose 16 with a suction pressure of a roots type multi-stage vacuum pump P. The sludge is settled and separated from water. When the tank 3 is filled up with the sludges m and the water, the pump is switched over to reverse rotation from normal rotation, thereby feeding compressed air into the tank 3. As a result, the clarified supernatant liquid W separated from the sludge m is discharged outboard through the exhaust port 13 of the tank 3 with a discharge pressure of the pump p. When the water level of the clarified supernatant liquid in the tank 3 drops to a specified position, the pump 3 is switched over to normal rotation once again, thereby starting sucking up of the sludge with water into the tank 3. The suction and discharge actions are repeated, thereby increasing the concentration of the sludge m. The settled sludge is collected outside the tank 3 by means of a sludge carrier at a proper time.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、ダムや自然湖などにお
ける湖底に沈積したヘドロを回収するためのはしけを用
いた真空式ヘドロ回収方法及びその装置に関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vacuum sludge recovery method and device using a barge for recovering sludge deposited on the bottom of a dam or natural lake.

【0002】[0002]

【従来の技術】ダムの湖底に沈積したヘドロは、通常ダ
ムに備えたヘドロ排出用ゲートから下流側に放出されて
いるところ、この方式では一時に大量のヘドロが放出さ
れるため、近年下流域や湾内においてヘドロによる公害
が発生している。また、ヘドロを掬ったり湖底を掘る形
式の浚渫方式が知られているが、この方式では回収時に
湖水を汚濁するので、自然湖ではそこに棲息する魚類や
水性植物に被害を及ぼし、ひいては流域の生態系を破壊
することに発展する虞れがある。
2. Description of the Related Art Sludge that has accumulated on the bottom of a dam is normally discharged to the downstream side from a sludge discharge gate provided in the dam. With this method, a large amount of sludge is discharged at a time. Pollution due to sludge is occurring in the bay. In addition, a dredging method of scooping sludge or digging the bottom of the lake is known, but this method pollutes the lake water during recovery, so in natural lakes it damages the fish and aquatic plants inhabiting it, and eventually the basin of the basin. There is a possibility that it may develop into destroying the ecosystem.

【0003】[0003]

【発明が解決しようとする課題】前述のほか、港湾など
の広い場所における撹拌吸込形式の浚渫では、水量が多
く水流が変化するため海水等の汚濁現象は比較的少ない
が、ダムや湖沼においては水流が殆ど変化しないので水
質汚濁が生じることから、その形式は不適当である。ま
た、撹拌吸込形式の浚渫は、大規模の設備を要して設備
費が非常に高くつくものでもある。
In addition to the above, in agitation and suction type dredging in a wide area such as a harbor, since the amount of water is large and the water flow changes, the pollution phenomenon of seawater etc. is relatively small, but in dams and lakes The form is unsuitable because water pollution hardly occurs because the water flow hardly changes. In addition, the agitation and suction type dredging requires a large-scale facility, and the facility cost is very high.

【0004】よって、本発明の目的は、湖底に沈積した
ヘドロを水と共に真空圧力によってタンク内に吸引して
ヘドロを水と分離させる構成とし、水質の汚濁を生じな
いようにヘドロの回収を能率よく迅速に行なうと共に、
装置を小型化して設備費を低減するための方法及びその
装置を提供することにある。
Therefore, an object of the present invention is to construct a structure in which the sludge deposited on the lake bottom is sucked into the tank together with water by a vacuum pressure to separate the sludge from the water, and the sludge is efficiently collected so as not to pollute the water quality. Well done quickly,
It is an object of the present invention to provide a method and a device for downsizing the device and reducing the equipment cost.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するため
に請求項1に記載のはしけを用いた真空式ヘドロ回収方
法は、吸入ホースから湖底のヘドロを水と共にルーツ式
多段真空ポンプの吸込圧力によって船倉内の密閉された
分離タンクに吸込み、ヘドロを該分離タンク内に沈殿さ
せて、その上澄み水をルーツ式多段真空ポンプの吐出圧
力によって分離タンクの排出口から船外に排出すること
を特徴とするものである。
In order to achieve the above object, a method for recovering a vacuum sludge using a barge according to claim 1 is a suction pressure of a roots type multistage vacuum pump together with water from a sludge on the lake bottom from a suction hose. Is sucked into the closed separation tank in the hold by the sludge, the sludge is allowed to settle in the separation tank, and the supernatant water is discharged out of the ship from the discharge port of the separation tank by the discharge pressure of the roots-type multistage vacuum pump. It is what

【0006】同様の目的を達成するために請求項2に記
載のはしけを用いた真空式ヘドロ回収装置は、はしけの
船倉内にハッチカバーによって密閉された単独若しくは
複数のヘドロと水を分離させる分離タンクを設け、該分
離タンクの上方部に、湖底のヘドロを水と共に吸い上げ
る吸入ホースを接続する吸込管と、ルーツ式多段真空ポ
ンプの吸込口に連結した連通管とを設け、ルーツ式多段
真空ポンプの吐出圧力によって上澄み水を分離タンクの
排出口から船外に排出することを特徴とする。
In order to achieve the same object, a vacuum type sludge recovery device using a barge according to a second aspect is a separation for separating water and a plurality of sludges enclosed by a hatch cover in the barge of the barge. A roots-type multistage vacuum pump is provided with a tank, and a suction pipe for connecting a suction hose that sucks up sludge on the lake bottom with water and a communication pipe connected to the suction port of the roots-type multistage vacuum pump are provided above the separation tank. The clear water is discharged from the discharge port of the separation tank to the outside of the ship by the discharge pressure of.

【0007】前記目的を達成するために請求項3に記載
のはしけを用いた真空式ヘドロ回収方法は、吸入ホース
から湖底のヘドロを水と共にルーツ式多段真空ポンプの
吸込圧力によって吸い上げ用タンクに吸込み、該吸い上
げ用タンクが満杯になったときに、ルーツ式多段真空ポ
ンプの吐出圧力によってヘドロと水を船倉内に設けたヘ
ドロ分離槽に排出させると共に上澄み水の一部を適時に
船外に排出させ、該ヘドロ分離槽内にヘドロを沈殿させ
てその上澄み水を船外に放出し、該ヘドロ分離槽内の上
澄み水の一部を吸い上げ用タンクに循環させることを特
徴とする。
In order to achieve the above-mentioned object, a vacuum sludge recovery method using a barge according to a third aspect is such that the sludge on the bottom of the lake is sucked from a suction hose together with water into a suction tank by the suction pressure of a roots type multistage vacuum pump. , When the suction tank is full, the discharge pressure of the roots-type multi-stage vacuum pump discharges sludge and water to a sludge separation tank provided in the hold, and a part of the supernatant water is discharged to the outside of the ship in a timely manner. The sludge is allowed to settle in the sludge separation tank, the supernatant water is discharged to the outside of the ship, and a part of the supernatant water in the sludge separation tank is circulated to the suction tank.

【0008】同様の目的を達成するために請求項4に記
載のはしけを用いた真空式ヘドロ回収装置は、はしけの
甲板上に単独若しくは複数の密閉された吸い上げ用タン
クを設け、該吸い上げ用タンクの上方部に、湖底のヘド
ロを水と共に吸い上げる吸入ホースを接続する吸込管
と、ルーツ式多段真空ポンプの吸込口に連結した連通管
とを設け、吸い上げ用タンクの排出口を船倉内に設けた
ヘドロ分離槽に接続し、該ヘドロ分離槽内の上澄み水の
一部をフロート付吸水口から吸い上げ用タンクに循環さ
せるための返送管を設け、前記吸い上げ用タンクが満杯
のときに、ルーツ式多段真空ポンプの吐出圧力によって
ヘドロと水をヘドロ分離槽に排出させると共に、その上
澄み水の一部を吸い上げ用タンクに設けた排水口から船
外に排出することを特徴とする。
In order to achieve the same object, a vacuum sludge recovery apparatus using a barge according to a fourth aspect is provided with a single or a plurality of closed suction tanks on the deck of the barge. A suction pipe that connects the suction hose that sucks up the sludge on the lake bottom with water and a communication pipe that is connected to the suction port of the roots-type multistage vacuum pump are provided in the upper part of the, and the discharge port of the suction tank is provided in the hold. Provided with a return pipe connected to the sludge separation tank to circulate a part of the supernatant water in the sludge separation tank from the water inlet with float to the suction tank, and when the suction tank is full, a roots-type multistage The discharge pressure of the vacuum pump is used to discharge sludge and water into the sludge separation tank, and a portion of the supernatant water is discharged out of the ship through the drain port provided in the suction tank. And butterflies.

【0009】また、前記目的を達成するために請求項5
に記載の発明は、請求項2または4に記載のはしけを用
いた真空式ヘドロ回収装置において、前記吸入ホースの
先端部に回転自由に支持されたストレーナを設けること
を特徴とするものである。
In addition, in order to achieve the above-mentioned object, claim 5
The invention described in (1) is characterized in that, in the vacuum sludge recovery device using the barge described in (2) or (4), a strainer rotatably supported is provided at the tip of the suction hose.

【0010】[0010]

【作用】請求項1、2に記載した発明によれば、湖底に
沈積したヘドロは、ルーツ式多段真空ポンプの吸込圧力
(正転)によって水と共に吸入ホースから船倉内の分離
タンクに吸い込まれ、該タンク内で沈殿する。分離タン
ク内がヘドロと水で満杯になると、ルーツ式多段真空ポ
ンプが正転から逆転に切り替わって該タンクに圧縮空気
を送り込む。このため、ヘドロと分離された上澄み水は
前記ポンプの吐出圧力によって分離タンクの排出口から
船外に排出される。分離タンク内の上澄み水の水位が一
定位置まで下がると、前記ポンプは再び正転に切り替わ
りヘドロと水を該タンクに吸込み始める。このような吸
入と上澄み水の排出作用が繰り返されて、ヘドロの濃度
が高められる。そして、分離タンク内の沈殿したヘドロ
は、別途備えたヘドロ搬出器によって該タンク外に適時
に回収する。
According to the first and second aspects of the present invention, the sludge deposited on the bottom of the lake is sucked into the separation tank in the hold from the suction hose together with water by the suction pressure (normal rotation) of the roots type multi-stage vacuum pump, Settle in the tank. When the separation tank is filled with sludge and water, the roots-type multistage vacuum pump switches from forward rotation to reverse rotation and sends compressed air to the tank. Therefore, the supernatant water separated from the sludge is discharged to the outside of the ship from the discharge port of the separation tank by the discharge pressure of the pump. When the water level of the supernatant water in the separation tank drops to a certain level, the pump again switches to normal rotation and begins to suck sludge and water into the tank. The action of inhalation and the discharge of supernatant water are repeated to increase the concentration of sludge. Then, the sludge that has settled in the separation tank is collected outside the tank in a timely manner by a separately equipped sludge carry-out device.

【0011】また、請求項3、4に記載した発明によれ
ば、湖底に沈積したヘドロは、ルーツ式多段真空ポンプ
の吸込圧力(正転)によって水と共に吸入ホースから甲
板上の吸い上げ用タンクに吸い込まれ、該タンク内で一
時的に沈殿する。吸い上げ用タンクが満杯になると、ル
ーツ式多段真空ポンプが正転から逆転に切り替わって該
タンクに圧縮空気を送り込む。このため、ヘドロと水
は、前記ポンプの吐出圧力によって吸い上げ用タンクの
排出口からヘドロ分離槽内に排出される。このとき、上
澄み水の一部は適時に排水口から船外に排出される。ヘ
ドロと水がほぼ排出し終わると、前記ポンプは再び正転
に切り替わりヘドロと水を吸い上げ用タンクに吸込み始
める。また、ヘドロ分離槽内の上澄み水の一部は、フロ
ート付吸水口から吸い上げ用タンクに適時(上澄み水が
大量となったとき)に循環される。そのような吸入と排
出作用が繰り返されて、ヘドロ分離槽内のヘドロの濃度
が高められる。前記同様、ヘドロ分離槽内の沈殿したヘ
ドロは、別途備えたヘドロ搬出器によって該タンク外に
適時に回収する。
According to the third and fourth aspects of the invention, the sludge deposited on the bottom of the lake is transferred from the suction hose to the suction tank on the deck together with water by the suction pressure (normal rotation) of the roots type multi-stage vacuum pump. Inhaled and temporarily settled in the tank. When the suction tank is full, the roots-type multistage vacuum pump switches from normal rotation to reverse rotation and sends compressed air to the tank. Therefore, sludge and water are discharged into the sludge separation tank from the discharge port of the suction tank by the discharge pressure of the pump. At this time, a part of the clear water is discharged out of the ship through the drain port in a timely manner. When the sludge and water are almost completely discharged, the pump again switches to the normal rotation and starts sucking sludge and water into the suction tank. In addition, a part of the supernatant water in the sludge separation tank is circulated from the water intake port with the float to the suction tank in a timely manner (when the amount of the supernatant water becomes large). Such suction and discharge actions are repeated to increase the concentration of sludge in the sludge separation tank. Similarly to the above, the sludge that has settled in the sludge separation tank is collected outside the tank in a timely manner by a separately provided sludge carry-out device.

【0012】また、請求項2または4に記載のはしけを
用いた真空式ヘドロ回収装置において、前記吸入ホース
の先端部に設けたストレーナは、沈積したヘドロ上を転
動するのでヘドロを効率よく吸い込むのに好ましい。
Further, in the vacuum sludge recovery device using a barge according to claim 2 or 4, since the strainer provided at the tip of the suction hose rolls on the accumulated sludge, the sludge is efficiently sucked. Is preferred.

【0013】[0013]

【実施例】以下に本発明の実施例を説明する。図1は第
1実施例に係るはしけを用いた真空式ヘドロ回収装置の
全体を示す側面図、図2は同実施例に係る要部の部分拡
大図、図3はストレーナの正面図、図4は同実施例の使
用状態を説明する概要図、図5は第2実施例に係るはし
けを用いた真空式ヘドロ回収装置の全体を示す側面図で
ある。
Embodiments of the present invention will be described below. FIG. 1 is a side view showing the entire vacuum sludge recovery apparatus using a barge according to the first embodiment, FIG. 2 is a partially enlarged view of a main part according to the same embodiment, FIG. 3 is a front view of a strainer, and FIG. FIG. 5 is a schematic view for explaining the usage state of the same embodiment, and FIG. 5 is a side view showing the entire vacuum sludge recovery apparatus using a barge according to the second embodiment.

【0014】(第1実施例)図1、2において、Aは真
空式ヘドロ回収装置を示し、はしけ1の船倉2を区画し
てハッチカバー6により天部たる上方部4の開口部5を
密閉した、単独若しくは複数の小容量の分離タンク3が
設けられている。前記ハッチカバー6は、クランプ7に
よって手動で締付け固定される。分離タンク3の上方部
4には、手動又は電磁作動による吸入バルブ8を備えた
吸入管9と、甲板1a上に設置されたルーツ式多段真空
ポンプpの吸込口に連結した連通管10とを設ける。1
1は上澄み水wを前記ポンプp内に侵入させないため
に、分離タンク3に連通する連通管10の開口12を開
閉するフロート付バタフライ弁であり、13は連通管1
0に設けた遮断バルブである。14は分離タンク3の上
方の側板3aに開口した上澄み水wの排出口であり、そ
の出口に排出用チェック弁15を設ける。また、はしけ
1の船腹に、分離タンク3から排出される上澄み水wを
船外に放出する放水口2aを設ける。
(First Embodiment) In FIGS. 1 and 2, A indicates a vacuum sludge recovery device, which divides a cargo hold 2 of a barge 1 and seals an opening 5 of an upper portion 4 which is a ceiling by a hatch cover 6. A single or a plurality of small-capacity separation tanks 3 are provided. The hatch cover 6 is manually clamped and fixed by a clamp 7. In the upper part 4 of the separation tank 3, a suction pipe 9 provided with a suction valve 8 which is manually or electromagnetically operated, and a communication pipe 10 which is connected to a suction port of a roots type multi-stage vacuum pump p installed on the deck 1a. Set up. 1
Reference numeral 1 is a butterfly valve with a float for opening and closing an opening 12 of a communication pipe 10 communicating with the separation tank 3 in order to prevent the supernatant water w from entering the pump p, and 13 is a communication pipe 1
It is a shutoff valve provided at zero. Reference numeral 14 denotes a discharge port for the supernatant water w which is opened in the side plate 3a above the separation tank 3, and a discharge check valve 15 is provided at the discharge port. Further, a water outlet 2a for discharging the supernatant water w discharged from the separation tank 3 to the outside of the ship is provided on the side of the barge 1.

【0015】前記ルーツ式多段真空ポンプpは、所要馬
力50〜75Kw、容量4000m3/H程度の能力を
要し、正転時に分離タンク3内の空気を吸引し、逆転時
には圧縮ポンプとして機能するものである。このポンプ
pの正転と逆転の自動運転を行わせるため、分離タンク
3内に上澄み水wの水位を検知する上限スイツチS1
下限スイッチS2とを設置する。該スイッチS1、S2
らの検出信号は、ポンプpを駆動するモータ若しくはエ
ンジン装置の制御装置に伝えられる。前記吸入管9の入
口部9aには、ヘドロmを水と共に吸い上げるためのゴ
ムホース等からなる吸入ホース16を接続する。17は
該吸入ホース16の先端部16aに取り付けたストレー
ナである。図3に示すように、このストレーナ17は、
取付管18を中央に突設した分岐管19の両端を曲げて
平行とし、さらに、その両先端部を内側に曲げて一直線
状に対向する端管部20を設けて、この端管部20にか
ご形で円筒形状としたスリット22を設けた回転ストレ
ーナ21を回転自由に支持させてなる。
The roots type multi-stage vacuum pump p requires a required horsepower of 50 to 75 Kw and a capacity of about 4000 m 3 / H, sucks the air in the separation tank 3 at the time of normal rotation, and functions as a compression pump at the time of reverse rotation. It is a thing. In order to perform the normal operation and the reverse operation of the pump p, an upper limit switch S 1 and a lower limit switch S 2 for detecting the water level of the supernatant water w are installed in the separation tank 3. The detection signals from the switches S 1 and S 2 are transmitted to the motor that drives the pump p or the control device of the engine device. A suction hose 16 made of a rubber hose or the like for sucking up the sludge m together with water is connected to the inlet portion 9a of the suction pipe 9. Reference numeral 17 is a strainer attached to the tip portion 16a of the suction hose 16. As shown in FIG. 3, the strainer 17 is
Both ends of a branch pipe 19 projecting from the center of the mounting pipe 18 are bent to be parallel, and further, both end portions thereof are bent inward to provide end pipe portions 20 that face each other in a straight line. A rotary strainer 21 having a cage-shaped cylindrical slit 22 is rotatably supported.

【0016】なお、ストレーナ17においてはヘドロの
エアーリフト(ここでは水中における空気の膨張作用に
よってヘドロと水を上昇させることをいう)作用効果を
得るため、慣用手段ではあるが、次のように実施する場
合もある。水深が2〜3m以内の場合には、本発明者に
係る特公昭48−18637号公報(第2図)に記載し
たエアー吸入管を設けて大気を吸込させる構成とし、ま
た、水深が4m以上の場合は容量100l/min前後
の圧縮エアーを吸入部分から送気させる構成とする。
In the strainer 17, the air lift of sludge (here, it means to raise sludge and water by the expansion action of air in water) is used, but it is a conventional means, but it is carried out as follows. In some cases. When the water depth is within 2 to 3 m, the air intake pipe described in Japanese Patent Publication No. 48-18637 (FIG. 2) relating to the present inventor is provided to suck in the atmosphere, and the water depth is 4 m or more. In this case, the compressed air having a capacity of about 100 l / min is supplied from the suction portion.

【0017】はしけ1の甲板1a上には、前記ハッチカ
バー6を吊り上げるためのクレーン30と、吸入ホース
15を吊り上げるホイスト31を走行させるガイドフレ
ーム32を立設する。Gは分離タンク3内の沈殿したヘ
ドロmを回収するために別途備えたグラブバケット形式
のヘドロ搬出器である。
A crane 30 for hoisting the hatch cover 6 and a guide frame 32 for running a hoist 31 for hoisting the suction hose 15 are erected on the deck 1a of the barge 1. G is a glove bucket type sludge carry-out device separately provided to collect the sludge m that has precipitated in the separation tank 3.

【0018】前述した構成になる真空式ヘドロ回収方法
及びその装置Aによれば、図4に示すようにダムDには
しけ1を浮かべ、湖底に沈積したヘドロmを、ルーツ式
多段真空ポンプpの吸込圧力(正転)によって水と共に
吸入ホース16の先端のストレーナ17から船倉2内の
ハッチカバー6で密閉された分離タンク3に吸い込ませ
る。ヘドロmは、該タンク内3で自然に沈殿して水と分
離する。分離タンク3内がヘドロmと水で満杯になる
と、これが上限スイッチS1によって検知されて、ルー
ツ式多段真空ポンプpが正転から逆転に切り替わり該タ
ンク3に圧縮空気を送り込む。このため、ヘドロmと分
離された上澄み水wは、前記ポンプpの吐出圧力によっ
て分離タンク3の排出口13から排出されて放水口2a
より船外に放出される。このときに吸入バルブ8は、閉
じるようにする。つぎに、上澄み水wが排出されて分離
タンク3内の上澄み水wの水位が所定位置まで下がる
と、これを下限スイッチS2が検知し、前記ポンプpは
自動的に正転に切り替わり、再びヘドロmと水を該タン
ク3に吸込み始める。このような吸入と上澄み水の排出
作用が繰り返されて、ヘドロmの濃度が高められる。
According to the vacuum sludge recovery method and the apparatus A thereof having the above-described structure, as shown in FIG. 4, the barge 1 is floated on the dam D and the sludge m deposited on the bottom of the lake is transferred to the roots type multistage vacuum pump p. By suction pressure (normal rotation), water is sucked together with water from the strainer 17 at the tip of the suction hose 16 into the separation tank 3 which is closed by the hatch cover 6 in the hold 2. The sludge m naturally precipitates in the tank 3 and separates from water. When the separation tank 3 is filled with sludge m and water, this is detected by the upper limit switch S 1 , and the roots type multi-stage vacuum pump p switches from normal rotation to reverse rotation and sends compressed air to the tank 3. Therefore, the supernatant water w separated from the sludge m is discharged from the discharge port 13 of the separation tank 3 by the discharge pressure of the pump p, and the water discharge port 2a is discharged.
Will be released overboard. At this time, the suction valve 8 is closed. Next, when the supernatant water w is discharged and the water level of the supernatant water w in the separation tank 3 is lowered to a predetermined position, this is detected by the lower limit switch S 2 , and the pump p is automatically switched to normal rotation, and again. Start sucking sludge m and water into the tank 3. The action of inhalation and the discharge of the supernatant water are repeated to increase the concentration of sludge m.

【0019】そして、分離タンク3内の沈殿したヘドロ
mの回収は、クランプ7を外してハッチカバー6を開け
て開口部5から別途備えたヘドロ搬出器Gを挿入させ、
このヘドロ搬出器Gによってヘドロmを掬いはしけ1外
の場所に移送することにより行うものである。また、複
数個の分離タンク3を設けた場合には、該タンク3毎の
吸入バルブ8及び遮断バルブ13を閉じることにより吸
入、排出が停止されるので、この回収装置Aが稼働して
いるか否かに拘わらずヘドロmの回収作業を効率よく行
うことができる。
To recover the sludge m that has settled in the separation tank 3, the clamp 7 is removed, the hatch cover 6 is opened, and the sludge unloader G, which is separately provided, is inserted from the opening 5.
This sludge carry-out device G is used to transfer the sludge m to a place outside the scooping barge 1. When a plurality of separation tanks 3 are provided, suction and discharge are stopped by closing the suction valve 8 and the shutoff valve 13 for each tank 3, so whether or not this recovery device A is operating. Regardless of whether or not the sludge m is collected, the work can be efficiently performed.

【0020】(第2実施例)図5は第2実施例に係るは
しけを用いた真空式ヘドロ回収装置Bを示す。以下にお
いて、前記第1実施例と同様構成部分には同一符号を付
してその説明を省略し、異なる部分について説明する。
103は、はしけ1の甲板上1aに設置された単独若し
くは複数の密閉された吸い上げ用タンクであり、このタ
ンク103の底部103aは、ヘドロと水を排出し易く
するため傾斜状に形成されている。下方の底部103a
には、ヘドロmと水を排出する排出口141を開口し、
その出口にヘドロ排出用チェック弁142を設ける。1
43は該排出口141と船倉2内に設けた大容量のヘド
ロ分離槽140とを接続するための排出バルブ144を
備えた排出管である。該ヘドロ分離槽140は、負圧に
維持する必要がないので大気側に開放されている。吸い
上げ用タンク103の上方の底部103a側には、ヘド
ロ分離槽140内の上澄み水wの一部を吸い上げ用タン
ク103に循環させるための吸水口145を開口し、そ
の入口に吸水用チェック弁146を設ける。147は該
吸水口145とヘドロ分離槽140とを接続するための
吸水バルブ148を備えた返送管である。149は上澄
み水wの一部を吸い上げるためにヘドロ分離槽140内
に設けられたフロート付吸水口であって、ゴム等の弾力
性を有する長いホース150で前記返送管147に接続
されている。
(Second Embodiment) FIG. 5 shows a vacuum sludge recovery device B using a barge according to a second embodiment. In the following, the same components as those in the first embodiment are designated by the same reference numerals, the description thereof will be omitted, and different portions will be described.
Reference numeral 103 denotes a single or a plurality of sealed suction tanks installed on the deck 1a of the barge 1, and a bottom portion 103a of the tank 103 is formed in an inclined shape to facilitate discharge of sludge and water. . Lower bottom 103a
Has a discharge port 141 for discharging sludge m and water,
A check valve 142 for discharging sludge is provided at the outlet. 1
Reference numeral 43 is a discharge pipe provided with a discharge valve 144 for connecting the discharge port 141 and the large-capacity sludge separation tank 140 provided in the hold 2. Since the sludge separation tank 140 does not need to be maintained at a negative pressure, it is open to the atmosphere side. On the bottom 103a side above the suction tank 103, a water suction port 145 for circulating a part of the supernatant water w in the sludge separation tank 140 to the suction tank 103 is opened, and a water suction check valve 146 is provided at the inlet. To provide. Reference numeral 147 is a return pipe provided with a water absorption valve 148 for connecting the water intake port 145 and the sludge separation tank 140. 149 is a water inlet with a float provided in the sludge separation tank 140 for sucking up a part of the supernatant water w, which is connected to the return pipe 147 by a long hose 150 having elasticity such as rubber.

【0021】前述した構成になる真空式ヘドロ回収方法
及びその装置Bによれば、湖底に沈積したヘドロmを、
ルーツ式多段真空ポンプpの吸込圧力(正転)によって
水と共に吸入ホース16の先端のストレーナ17から吸
い上げ用タンク103に吸い込ませる。該タンク103
内がヘドロmと水で満杯になると、これが上限スイッチ
1によって検知されて、ルーツ式多段真空ポンプpが
正転から逆転に切り替わって該タンク103に圧縮空気
を送り込む。このため、ヘドロmと水は、前記ポンプp
の吐出圧力によって吸い上げ用タンク103の排出口1
41から排出管143を通ってヘドロ分離槽140内に
放出される。ヘドロmと水がほぼ排出し終わると、前記
ポンプpは再び正転に切り替わりヘドロmと水を吸い上
げ用タンク103に吸込み始める。また、ヘドロ分離槽
140内の上澄み水が大量となったときに上澄み水の一
部は、フロート付吸水口149から吸い上げ用タンク1
03に適宜循環させる。そのような吸入と排出作用が繰
り返されて、ヘドロ分離槽140内のヘドロmの濃度が
高められる。
According to the vacuum sludge recovery method and the apparatus B thereof having the above-mentioned constitution, sludge m deposited on the lake bottom is
By the suction pressure (normal rotation) of the roots-type multi-stage vacuum pump p, the water is sucked into the suction tank 103 from the strainer 17 at the tip of the suction hose 16. The tank 103
When the inside becomes full of sludge m and water, this is detected by the upper limit switch S 1 , and the roots type multi-stage vacuum pump p switches from normal rotation to reverse rotation and sends compressed air to the tank 103. Therefore, sludge m and water are
Discharge port 1 of suction tank 103 depending on the discharge pressure of
It is discharged into the sludge separation tank 140 from 41 through the discharge pipe 143. When the sludge m and the water are almost completely discharged, the pump p is switched to the normal rotation again to start sucking the sludge m and the water into the suction tank 103. Moreover, when the amount of the supernatant water in the sludge separation tank 140 becomes large, a part of the supernatant water is sucked up from the water intake port with a float 149.
03 and circulate accordingly. By repeating such suction and discharge actions, the concentration of sludge m in the sludge separation tank 140 is increased.

【0022】前記第1実施例と同様、ヘドロ分離槽14
0内の沈殿したヘドロmの回収は、適時に別途備えたヘ
ドロ搬出器Gによってはしけ1外の場所に移送すること
により行うものである。この実施例におけるヘドロ分離
槽140は、船倉2をほぼ占有する大容量としているの
で、ヘドロmを一度に大量に回収処理することができ
る。
Similar to the first embodiment, the sludge separation tank 14
The sludge m that has settled in 0 is collected by timely transferring it to a place outside the barge 1 by a sludge carry-out device G separately provided. Since the sludge separation tank 140 in this embodiment has a large capacity that almost occupies the hold 2, it is possible to recover a large amount of sludge m at one time.

【0023】[0023]

【発明の効果】本発明は以上に述べた構成・作用にな
り、湖底に沈積したヘドロを水と共にルーツ式多段真空
ポンプによる負圧力によってタンク内に吸引し、ヘドロ
をタンク又は分離槽内で沈殿させるものであることか
ら、ヘドロを回収する際に水を撹拌しないので水質の汚
濁を生じることがなく、回収作業が能率よく迅速に行な
える。また、装置を小型化することができて、設備費が
安くつくという利点がある。
EFFECTS OF THE INVENTION The present invention has the configuration and operation described above, and the sludge accumulated on the bottom of the lake is sucked into the tank together with water by the negative pressure by the roots type multistage vacuum pump, and the sludge is precipitated in the tank or the separation tank. Since the water is not stirred when the sludge is collected, the water quality is not polluted and the collection work can be performed efficiently and quickly. Further, there is an advantage that the device can be downsized and the equipment cost can be reduced.

【図面の簡単な説明】[Brief description of drawings]

【図1】第1実施例に係るはしけを用いた真空式ヘドロ
回収装置の全体を示す側面図
FIG. 1 is a side view showing an entire vacuum sludge recovery device using a barge according to a first embodiment.

【図2】同実施例に係る要部の部分拡大図FIG. 2 is a partially enlarged view of a main part according to the embodiment.

【図3】ストレーナの正面図[Figure 3] Front view of the strainer

【図4】同実施例の使用状態を説明する概要図FIG. 4 is a schematic diagram illustrating a usage state of the same embodiment.

【図5】第2実施例に係るはしけを用いた真空式ヘドロ
回収装置の全体を示す側面図
FIG. 5 is a side view showing the entire vacuum sludge recovery device using a barge according to the second embodiment.

【符号の説明】[Explanation of symbols]

A、B→真空式ヘドロ回収装置 D→ダム G→ヘドロ
搬出器 S1→上限スイッチ S2→下限スイッチ m→ヘドロ p→ルーツ式多段真空ポンプ w→上澄み
水 1→はしけ 1a→甲板 2→船倉 2a→放水口 3
→分離タンク 3a→側板 4→上方部 5→開口部 6→ハッチカバ
ー 7→クランプ 8→吸入バルブ 9→吸入管 9a→入口部 10→連
通管 11→フロート付バタフライ弁 12→開口 13→遮
断バルブ 14→排出口 15→排出用チェック弁 16→吸入ホ
ース 16a→先端部 17→ストレーナ 18→取付管 1
9→分岐管 20→端管部 21→回転ストレーナ 22→スリット
30→クレーン 31→ホイスト 32→ガイドフレーム 103→吸い上げ用タンク 103a→底部 140→
ヘドロ分離槽 141→排出口 142→ヘドロ排出用チェック弁 1
43→排出管 144→排出バルブ 145→吸水口 146→吸水用
チェック弁 147→返送管 148→吸水バルブ 149→フロー
ト付吸水口 150→ホース
A, B → Vacuum sludge recovery device D → Dam G → Sludge unloader S 1 → Upper limit switch S 2 → Lower limit switch m → Sludge p → Roots type multi-stage vacuum pump w → Clear water 1 → Barge 1a → Deck 2 → Hold 2a → outlet 3
→ Separation tank 3a → Side plate 4 → Upper part 5 → Opening part 6 → Hatch cover 7 → Clamp 8 → Suction valve 9 → Suction pipe 9a → Inlet part 10 → Communication pipe 11 → Butterfly valve with float 12 → Opening 13 → Shut-off valve 14-> discharge port 15-> check valve for discharge 16-> suction hose 16a-> tip 17-> strainer 18-> mounting pipe 1
9 → branch pipe 20 → end pipe 21 → rotary strainer 22 → slit 30 → crane 31 → hoist 32 → guide frame 103 → sucking tank 103a → bottom 140 →
Sludge separation tank 141 → discharge port 142 → sludge discharge check valve 1
43 → Drain pipe 144 → Drain valve 145 → Water inlet 146 → Water check valve 147 → Return pipe 148 → Water inlet valve 149 → Float water inlet 150 → Hose

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】吸入ホースから湖底のヘドロを水と共にル
ーツ式多段真空ポンプの吸込圧力によって船倉内の密閉
された分離タンクに吸込み、ヘドロを該分離タンク内に
沈殿させて、その上澄み水をルーツ式多段真空ポンプの
吐出圧力によって分離タンクの排出口から船外に排出す
ることを特徴とするはしけを用いた真空式ヘドロ回収方
法。
1. Sludge from the bottom of the lake is sucked together with water from a suction hose into a closed separation tank in a hold by suction pressure of a roots-type multi-stage vacuum pump, the sludge is precipitated in the separation tank, and the supernatant water is roots. Vacuum sludge recovery method using a barge, characterized in that the discharge pressure of the multistage vacuum pump discharges the gas from the discharge port of the separation tank to the outside of the ship.
【請求項2】はしけの船倉内にハッチカバーによって密
閉された単独若しくは複数のヘドロと水を分離させる分
離タンクを設け、該分離タンクの上方部に、湖底のヘド
ロを水と共に吸い上げる吸入ホースを接続する吸込管
と、ルーツ式多段真空ポンプの吸込口に連結した連通管
とを設け、ルーツ式多段真空ポンプの吐出圧力によって
上澄み水を分離タンクの排出口から船外に排出すること
を特徴とするはしけを用いた真空式ヘドロ回収装置。
2. A separation tank for separating water from a single or a plurality of sludges sealed by a hatch cover is provided in the barge hold, and a suction hose for sucking up the sludge on the lake bottom with water is connected to the upper part of the separation tank. A suction pipe and a communication pipe connected to the suction port of the roots-type multi-stage vacuum pump are provided, and the supernatant water is discharged out of the separation tank by the discharge pressure of the roots-type multi-stage vacuum pump. Vacuum sludge recovery device using a barge.
【請求項3】吸入ホースから湖底のヘドロを水と共にル
ーツ式多段真空ポンプの吸込圧力によって吸い上げ用タ
ンクに吸込み、該吸い上げ用タンクが満杯になったとき
に、ルーツ式多段真空ポンプの吐出圧力によってヘドロ
と水を船倉内に設けたヘドロ分離槽に排出させると共に
上澄み水の一部を適時に船外に排出させ、該ヘドロ分離
槽内にヘドロを沈殿させてその上澄み水を船外に放出
し、該ヘドロ分離槽内の上澄み水の一部を吸い上げ用タ
ンクに循環させることを特徴とするはしけを用いた真空
式ヘドロ回収方法。
3. Sludge from the bottom of the lake is sucked into the suction tank from the suction hose together with water by the suction pressure of the roots type multi-stage vacuum pump, and when the suction tank is full, it is discharged by the discharge pressure of the roots type multi-stage vacuum pump. The sludge and water are discharged to a sludge separation tank provided in the hold, and a part of the supernatant water is discharged to the outside of the ship in a timely manner, and the sludge is settled in the sludge separation tank to discharge the supernatant water to the outside of the ship. A vacuum sludge recovery method using a barge, characterized in that a part of the supernatant water in the sludge separation tank is circulated to a suction tank.
【請求項4】はしけの甲板上に単独若しくは複数の密閉
された吸い上げ用タンクを設け、該吸い上げ用タンクの
上方部に、湖底のヘドロを水と共に吸い上げる吸入ホー
スを接続する吸込管と、ルーツ式多段真空ポンプの吸込
口に連結した連通管とを設け、吸い上げ用タンクの排出
口を船倉内に設けたヘドロ分離槽に接続し、該ヘドロ分
離槽内の上澄み水の一部をフロート付吸水口から吸い上
げ用タンクに循環させるための返送管を設け、前記吸い
上げ用タンクが満杯のときに、ルーツ式多段真空ポンプ
の吐出圧力によってヘドロと水をヘドロ分離槽に排出さ
せると共に、その上澄み水の一部を吸い上げ用タンクに
設けた排水口から船外に排出することを特徴とするはし
けを用いた真空式ヘドロ回収装置。
4. A single or a plurality of closed suction tanks are provided on the deck of a barge, and a suction pipe for connecting a suction hose for sucking sludge on the lake bottom with water is provided above the suction tanks, and a roots type. Provided with a communication pipe connected to the suction port of the multi-stage vacuum pump, the discharge port of the suction tank was connected to the sludge separation tank provided in the hold, and a part of the supernatant water in the sludge separation tank was fitted with a float. A return pipe is provided for circulation from the suction tank to the suction tank, and when the suction tank is full, the discharge pressure of the roots-type multistage vacuum pump discharges sludge and water into the sludge separation tank, and A vacuum sludge recovery device using a barge, characterized in that the part is discharged to the outside of the ship from the drain port provided in the suction tank.
【請求項5】請求項2または4に記載のはしけを用いた
真空式ヘドロ回収装置において、前記吸入ホースの先端
部に回転自由に支持されたストレーナを設けることを特
徴とするはしけを用いた真空式ヘドロ回収装置。
5. The vacuum sludge recovery apparatus using a barge according to claim 2 or 4, wherein a strainer rotatably supported is provided at the tip of the suction hose. Type sludge recovery device.
JP33501394A 1994-12-19 1994-12-19 Vacuum sludge recovery method and apparatus using barge Expired - Fee Related JP2811158B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33501394A JP2811158B2 (en) 1994-12-19 1994-12-19 Vacuum sludge recovery method and apparatus using barge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33501394A JP2811158B2 (en) 1994-12-19 1994-12-19 Vacuum sludge recovery method and apparatus using barge

Publications (2)

Publication Number Publication Date
JPH08170351A true JPH08170351A (en) 1996-07-02
JP2811158B2 JP2811158B2 (en) 1998-10-15

Family

ID=18283766

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33501394A Expired - Fee Related JP2811158B2 (en) 1994-12-19 1994-12-19 Vacuum sludge recovery method and apparatus using barge

Country Status (1)

Country Link
JP (1) JP2811158B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003095188A (en) * 2001-09-25 2003-04-03 Chem Grouting Co Ltd Suspension collecting technique
KR100448650B1 (en) * 2000-12-18 2004-09-13 이종경 A removal system of deposit in rivers used an inhaler
JP2010023551A (en) * 2008-07-15 2010-02-04 Ohbayashi Corp Conveying ship
JP2011125865A (en) * 2004-01-13 2011-06-30 Asahi Tec Environmental Solutions Corp Grit chamber facility
ES2386076A1 (en) * 2009-09-11 2012-08-08 Schwing Stetter Iberica S.L.U. Extracting machine of residual materials thickenes (Machine-translation by Google Translate, not legally binding)
CN115075323A (en) * 2022-06-30 2022-09-20 南京信息工程大学 Be applied to categorised cleaning device of high-efficient silt of lake water

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100448650B1 (en) * 2000-12-18 2004-09-13 이종경 A removal system of deposit in rivers used an inhaler
JP2003095188A (en) * 2001-09-25 2003-04-03 Chem Grouting Co Ltd Suspension collecting technique
JP2011125865A (en) * 2004-01-13 2011-06-30 Asahi Tec Environmental Solutions Corp Grit chamber facility
JP2010023551A (en) * 2008-07-15 2010-02-04 Ohbayashi Corp Conveying ship
ES2386076A1 (en) * 2009-09-11 2012-08-08 Schwing Stetter Iberica S.L.U. Extracting machine of residual materials thickenes (Machine-translation by Google Translate, not legally binding)
CN115075323A (en) * 2022-06-30 2022-09-20 南京信息工程大学 Be applied to categorised cleaning device of high-efficient silt of lake water

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