JP2537485Y2 - Hydraulic pumping equipment for dredged soft soil - Google Patents

Hydraulic pumping equipment for dredged soft soil

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Publication number
JP2537485Y2
JP2537485Y2 JP1990096469U JP9646990U JP2537485Y2 JP 2537485 Y2 JP2537485 Y2 JP 2537485Y2 JP 1990096469 U JP1990096469 U JP 1990096469U JP 9646990 U JP9646990 U JP 9646990U JP 2537485 Y2 JP2537485 Y2 JP 2537485Y2
Authority
JP
Japan
Prior art keywords
pumping
soft
sand
earth
pump
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.)
Expired - Lifetime
Application number
JP1990096469U
Other languages
Japanese (ja)
Other versions
JPH0453851U (en
Inventor
健次 坂井
秀行 澤井
正憲 海原
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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Filing date
Publication date
Application filed by Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP1990096469U priority Critical patent/JP2537485Y2/en
Publication of JPH0453851U publication Critical patent/JPH0453851U/ja
Application granted granted Critical
Publication of JP2537485Y2 publication Critical patent/JP2537485Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Reciprocating Pumps (AREA)
  • Combined Means For Separation Of Solids (AREA)
  • Treatment Of Sludge (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は,浚渫軟弱土砂(ヘドロ)を埋立地へ陸揚げ
する浚渫軟弱土砂の無加水圧送設備に関するものであ
る。
[Detailed description of the invention] (Industrial application field) The present invention relates to a dredged soft sediment discharging facility for discharging dredged soft soil (sludge) to a landfill.

(従来の技術) 従来は,土砂運搬船により運ばれてきた浚渫軟弱土
砂(ヘドロ)に水を加えながら圧送する小型の吸入圧送
式ポンプと,同吸入圧送式ポンプから延びた圧送排泥管
とを使用して,浚渫軟弱土砂を埋立地まで圧送するか,
小型の砂泥ポンプと空気圧縮機とを併用した混気圧送
装置と,同砂泥ポンプから延びた圧送排泥管とを使用し
て,浚渫軟弱土砂を埋立地まで圧送していた。
(Prior art) Conventionally, a small suction pump that pumps dredged soft sediment (sludge) transported by a sediment transporter while adding water, and a pumping mud pipe that extends from the suction pump. Use to pump dredged soft sediment to a landfill,
The dredged soft sediment was pumped to the landfill using a small-sized sand / mud pump and an air compressor, and a pressure / drainage pipe extending from the sand / mud pump.

(考案が解決しようとする課題) 従来は,前記のように,土砂運搬船により運ばれて
きた浚渫軟弱土砂(ヘドロ)に水を加えながら圧送する
小型の吸入圧送式ポンプと,同吸入圧送式ポンプから延
びた圧送排泥管とを使用して,浚渫軟弱土砂を埋立地ま
で圧送するか,小型の砂泥ポンプと空気圧縮機とを併
用した混気圧送装置と,同砂泥ポンプから延びた圧送排
泥管とを使用して,浚渫軟弱土砂を埋立地まで圧送して
いる。そのため, (i)大量の浚渫軟弱土砂を圧送できない。
(Problems to be solved by the present invention) Conventionally, as described above, a small suction pump and a suction pump for pumping dredged soft soil (sludge) transported by a sediment carrier while adding water thereto. Pumping the dredged soft soil to the landfill using a pumping mud pipe extended from the sand or a mixed pressure pumping device using a small sand mud pump and an air compressor, and extending from the sand mud pump The dredged soft sediment is pumped to the landfill using a pumping and drainage pipe. Therefore, (i) a large amount of dredged soft soil cannot be pumped.

(ii)埋立地が荷揚げ地から遠く離れている場合や軟弱
浚渫土砂に粘土塊や岩塊が含まれている場合,浚渫軟弱
土砂を圧送できない。
(Ii) When the landfill is far from the unloading site or when the soft dredged soil contains clay or rock, the dredged soft soil cannot be pumped.

(iii)土運搬船とは別に配備した専用作業船により,
圧送排泥管を海上敷設したり,圧送排泥管の軟弱土砂排
出口の位置を変更したり,固定したり,する必要があっ
て,設備費が嵩む上に,手間が掛かる。
(Iii) With a dedicated workboat deployed separately from the soil carrier,
It is necessary to lay the pumping drainage pipe on the sea, change the position of the soft soil discharge port of the pumping drainage pipe, and fix it, which increases the equipment cost and takes time and effort.

(iv)ポンプによる圧送時,浚渫軟弱土砂に大量の水を
加えなければならなくて,(a)土砂の実質圧送量が減
少し,(b)埋立地で余水処理が必要になり,(c)埋
立後の乾燥・固化に多くの時間を必要とする。
(Iv) During pumping, a large amount of water must be added to the dredged soft soil, (a) the actual pumping volume of the sand decreases, and (b) wastewater treatment is required at the landfill. c) A lot of time is required for drying and solidification after landfill.

という問題があった。There was a problem.

本考案は前記の問題点に鑑み提案するものであり,そ
の目的とする処は,ポンプの吐出圧を高圧化でき,高
粘性の土砂,圧送抵抗の高い土砂(砂・石の含有量が多
くて圧送抵抗の高い土砂)等を無加水で大量に長距離に
わたり円滑に圧送でき,ホッッパ,バースクリーン,
破砕装置等の前処理設備での岩塊,粘土塊の処理寸法を
圧送排泥管径の1/3程度と大きくとることができて,バ
ースクリーンの目詰まり等に基づく作業効率の低下や作
業者の負担増大を解消でき,圧送排泥管の海上敷設,
圧送排泥管の軟弱土砂排出口の位置変更や固定等を土運
搬船とは別に配備した専用作業船により行う必要がなく
て,設備費を低減できる上に,専用作業船を配備する際
の手間を軽減できる浚渫軟弱土砂の無加水圧送設備を提
供しようとする点にある。
The present invention is proposed in view of the above-mentioned problems. The purpose of the present invention is to increase the discharge pressure of the pump, to obtain high-viscosity earth and sand having high pumping resistance (a large amount of sand and stone). And high-pressure pumping resistance can be smoothly pumped over large distances without adding water to hoppers, bar screens,
The processing size of rocks and clay blocks in pretreatment equipment such as crushing equipment can be made as large as about 1/3 of the diameter of the pumping and discharging mud pipe, resulting in reduced work efficiency and work due to clogging of the bar screen, etc. Can eliminate the burden on the user, laying pumping and drainage pipes on the sea,
It is not necessary to change the position of the soft sediment discharge port of the pumping and drainage pipe or fix it by using a dedicated work vessel that is provided separately from the soil carrier, which can reduce equipment costs and save time when deploying a dedicated work vessel. Another object of the present invention is to provide a dredged soft soil-free water pumping facility capable of reducing the amount of dredging.

(課題を解決するための手段) 上記の目的を達成するために,本考案は,土砂運搬船
から軟弱土砂を荷揚げする揚土機と,荷揚げされた軟弱
土砂中から大型粘土塊及び大型岩塊を選別,除去するバ
ースクリーンと,同バースクリーンを通り抜けた軟弱土
砂中から比較的小型の粘土塊及び岩塊を選別,除去する
振動スクリーンと,上記バースクリーン及び同振動スク
リーンにより選別,除去した粘土塊及び岩塊を小片に裁
断して圧送可能にする破砕装置と,この破砕された小片
と上記振動スクリーンから排出した軟弱土砂とを圧送排
泥管により埋立地まで圧送する圧送ポンプと,同圧送排
泥管の軟弱土砂排出口を移動可能に支持する散布台船と
を具えている浚渫軟弱土砂の無加水圧送設備において,
前記圧送ポンプに取付けた下部ホツパと,同下部ホツパ
の上部に前記振動スクリーン及び前記破砕装置を介して
取付けた上部ホツパとを有し,同上部ホツパ内に前記バ
ースクリーンを設け,同下部ホツパ内に前記破砕装置か
らの破砕小片と前記振動スクリーンからの軟弱土砂とを
攪拌,混合する攪拌機を設け,前記圧送ポンプに流体圧
によりピストンを前進させて被搬送物を圧送するピスト
ン式圧送ポンプを用いている。
(Means for Solving the Problems) In order to achieve the above object, the present invention provides an unloading machine for unloading soft sediment from a sediment transport ship, and a large clay block and a large rock block from unloaded soft soil. A bar screen to be sorted and removed, a vibrating screen to sort and remove relatively small clay lumps and rocks from the soft soil passing through the bar screen, and a clay lump sorted and removed by the bar screen and the vibrating screen. A crushing device for cutting the rock mass into small pieces to enable pressure feeding, a pressure pump for pumping the crushed pieces and the soft earth and sand discharged from the vibrating screen to a landfill by a pressure discharge pipe, and a pressure pump for discharging the same. A dredged soft sediment-free pumping system comprising a spreading barge movably supporting the soft sediment discharge port of the mud pipe,
A lower hopper attached to the pump; and an upper hopper attached to the upper part of the lower hopper via the vibrating screen and the crushing device. The bar screen is provided in the upper hopper. Is provided with a stirrer for stirring and mixing the crushed pieces from the crushing device and the soft earth and sand from the vibrating screen, and a piston-type pump for moving a piston forward by fluid pressure and for pumping an object to be conveyed to the pump. ing.

(作用) 土砂運搬船により運ばれてきた浚渫軟弱土砂を揚土機
によりバースクリーンへ荷揚げし,ここで軟弱土砂中か
ら大型粘土塊及び大型岩塊を選別,除去し,ここを通り
抜けた軟弱土砂を上部ホツパ→振動スクリーンへ送り,
ここで軟弱土砂中から比較的小形の粘土塊及び岩塊を選
別,除去し,上記バースクリーン及び上記振動スクリー
ンにより選別,除去した粘土塊及び岩塊を破砕装置へ送
り,ここでこの粘土塊及び岩塊を小片に裁断して,圧送
可能にし,この破砕した小片と上記振動スクリーンから
排出される軟弱土砂とを下部ホツパへ送り,ここで攪拌
機により攪拌,混合した後,ピストン式圧送ポンプ,即
ち,流体圧によりピストンを前進させて被搬送物を圧送
するピストン式圧送ポンプと,圧送排泥管により,埋立
地まで圧送する。その際,先端の圧送排泥管(軟弱土砂
排出口)を散布台船により所望の位置に移動させて,埋
立てを行う。
(Action) The dredged soft soil transported by the sediment transport ship is discharged to the bar screen by the earth-lifting machine, where large clay blocks and large rock blocks are selected and removed from the soft soil, and the soft soil passing therethrough is removed. Upper hopper → Send to vibrating screen,
Here, relatively small clay blocks and rock blocks are selected and removed from the soft soil, and the clay blocks and rock blocks selected and removed by the bar screen and the vibrating screen are sent to a crusher, where the clay blocks and rock blocks are separated. The rock mass is cut into small pieces to enable pumping, and the crushed pieces and the soft earth and sand discharged from the vibrating screen are sent to a lower hopper, where they are stirred and mixed by a stirrer, and then a piston type pump, ie, The piston is advanced by fluid pressure, and the object is pumped to the landfill by the piston type pump and the pumping mud pipe. At that time, the tip of the pressure-feeding drainage pipe (soft soil discharge port) is moved to a desired position by a spraying barge and landfilled.

(実施例) 次に本考案の浚渫軟弱土砂の無加水圧送設備を第1図
に示す一実施例により説明すると,(1)が土砂運搬
船,(2)が同土砂運搬船(1)から浚渫軟弱土砂を荷
揚げする大型の揚土機,(3a)が同揚土機(2)から排
出される浚渫軟弱土砂を受け取る上部ホツパ,(4)が
同上部ホツパ(3a)上に設けたバースクリーン,(5)
が同上部ホツパ(3a)の直下に設けた振動スクリーン,
(6)が同振動スクリーン(5)の隣に設けた破砕装
置,(3b)がこれら振動スクリーン(5)及び破砕装置
(6)の直下に設けた下部ホツパ,(7)が同下部ホツ
パ(3b)内に設けた攪拌機,(8)が流体圧によりピス
トンを前進させて被搬送物を圧送するピストン式圧送ポ
ンプで,同ピストン式圧送ポンプ(8)により,上記下
部ホツパ(3b)の排出口から排出される軟弱土砂を前進
するピストンにより押し出すようになっている。
(Example) Next, a description will be given of the dredged soft soil-free pumping equipment of the present invention with reference to one embodiment shown in Fig. 1. (1) is a sediment transporter, and (2) is a dredged softer from the same (1). A large earth-lifting machine for unloading earth and sand, (3a) an upper hopper for receiving dredged soft soil discharged from the earth-lifting machine (2), (4) a bar screen provided on the upper hopper (3a), (5)
Is a vibrating screen provided just below the upper hopper (3a),
(6) is a crushing device provided next to the vibrating screen (5), (3b) is a lower hopper provided immediately below the vibrating screen (5) and the crushing device (6), and (7) is a lower hopper (7). A stirrer provided in 3b) is a piston type pump for pumping a conveyed object by advancing a piston by fluid pressure by a stirrer (8). The piston type pump (8) discharges the lower hopper (3b). The soft earth and sand discharged from the outlet is pushed out by the advancing piston.

(9)(9)(9)が同ピストン式圧送ポンプ(8)
からの軟弱土砂を圧送する圧送排泥管,(10)(10)が
同各圧送排泥管(9)の間に介装した可撓の圧送排泥
管,(11)が同各圧送排泥管(9)(10)を支持するフ
ロータ,(12)が先端の圧送排泥管(軟弱土砂排出口)
(9)を移動可能に支持する散布台船である。
(9) (9) (9) is the piston type pump (8)
Pumping mud pipe for pumping soft earth and sand from the sea, (10) and (10) are flexible pumping and discharging pipes interposed between the pumping and discharging pipes (9), and (11) are pumping and discharging pipes Floaters that support mud pipes (9) and (10).
A spray barge movably supporting (9).

次に前記第1図に示す浚渫軟弱土砂の無加水圧送設備
の作用を具体的に説明する。
Next, the operation of the dredged soft earth and sand-free pumping equipment shown in FIG. 1 will be specifically described.

土砂運搬船(1)により運ばれてきた浚渫軟弱土砂を
揚土機(2)によりバースクリーン(4)へ荷揚げし,
ここで軟弱土砂中から大型粘土塊及び大型岩塊を選別,
除去し,ここを通り抜けた軟弱土砂を上部ホツパ(3a)
→振動スクリーン(5)へ送り,ここで軟弱土砂中から
比較的小形の粘土塊及び岩塊を選別,除去し,上記バー
スクリーン(4)及び上記振動スクリーン(5)により
選別,除去した粘土塊及び岩塊を破砕装置(6)へ送
り,ここでこの粘土塊及び岩塊を小片に裁断して,圧送
可能にし,この破砕した小片と上記振動スクリーン
(5)から排出される軟弱土砂とを下部ホツパ(3b)へ
送り,ここで攪拌機(7)により攪拌,混合した後,ピ
ストン式圧送ポンプ(8)と,複数のフロータ(11)に
より支持された圧送排泥管(9)(10)(9)(10)
(9)とにより,埋立地まで圧送する。その際,先端の
圧送排泥管(軟弱土砂排出口)(9)を散布台船(12)
により所望の位置に移動させて,埋立てを行う。
The dredged soft soil transported by the sediment transporter (1) is unloaded to the bar screen (4) by the earth lifter (2),
Here, large clay blocks and large rock blocks are selected from soft soil,
Remove the soft soil that passed through here and remove it from the upper hopper (3a)
→ Sent to the vibrating screen (5), where relatively small clay blocks and rock blocks are selected and removed from the soft earth and sand, and the clay blocks selected and removed by the bar screen (4) and the vibrating screen (5). And the rock mass is sent to a crushing device (6), where the clay mass and the rock mass are cut into small pieces so that they can be pumped, and the crushed small pieces and the soft earth and sand discharged from the vibrating screen (5) are separated. After being sent to the lower hopper (3b) where it is stirred and mixed by the stirrer (7), the piston type pump (8) and the pumping and discharging mud pipes (9) (10) supported by the plurality of floaters (11) (9) (10)
According to (9), it is pumped to the landfill. At that time, the pumping mud pipe at the tip (soft earth and sand discharge port) (9) is sprayed with a barge (12)
To a desired position for landfill.

(考案の効果) 本考案の浚渫軟弱土砂の無加水圧送設備は前記のよう
に土砂運搬船により運ばれてきた浚渫軟弱土砂を揚土機
によりバースクリーンへ荷揚げし,ここで軟弱土砂中か
ら大型粘土塊及び大型岩塊を選別,除去し,ここを通り
抜けた軟弱土砂を上部ホツパ→振動スクリーンへ送り,
ここで軟弱土砂中から比較的小形の粘土塊及び岩塊を選
別,除去し,上記バースクリーン及び上記振動スクリー
ンにより選別,除去した粘土塊及び岩塊を破砕装置へ送
り,ここでこの粘土塊及び岩塊を小片に裁断して,圧送
可能にし,この破砕した小片と上記振動スクリーンから
排出される軟弱土砂とを下部ホツパへ送り,ここで攪拌
機により攪拌,混合した後,ピストン式圧送ポンプ,即
ち,流体圧によりピストンを前進させて被搬送物を圧送
するピストン式圧送ポンプと,圧送排泥管により,埋立
地まで圧送する。その際,先端の圧送排泥管(軟弱土砂
排出口)を散布台船により所望の位置に移動させて,埋
立てを行うようにしており,埋立地までの圧送に上記ピ
ストン式圧送ポンプを用いているので,ポンプの吐出圧
を高圧化でき,高粘性の土砂,圧送抵抗の高い土砂(砂
・石の含有量が多くて圧送抵抗の高い土砂)等を無加水
で大量に長距離にわたり円滑に圧送できる。
(Effects of the invention) The dredged soft soil-free water pumping equipment of the present invention discharges the dredged soft soil transported by the earth and sand carrier to the bar screen by the earth-lifting machine as described above. The rocks and large rocks are sorted and removed, and the soft earth and sand passing through them is sent to the upper hopper → vibrating screen.
Here, relatively small clay blocks and rock blocks are selected and removed from the soft soil, and the clay blocks and rock blocks selected and removed by the bar screen and the vibrating screen are sent to a crusher, where the clay blocks and rock blocks are separated. The rock mass is cut into small pieces to enable pumping, and the crushed pieces and the soft earth and sand discharged from the vibrating screen are sent to a lower hopper, where they are stirred and mixed by a stirrer, and then a piston type pump, ie, The piston is advanced by fluid pressure, and the object is pumped to the landfill by the piston type pump and the pumping mud pipe. At this time, the tip of the pumping mud pipe (soft earth and sand discharge port) is moved to a desired position by a spraying barge to perform landfilling, and the piston type pump is used for pumping to the landfill site. The pump discharge pressure can be increased, and high-viscosity soil and sand with high pumping resistance (sand with high sand and stone content and high pumping resistance) can be smoothly spread over large distances without adding water. Can be pumped.

また従来は吐出圧が低い混気圧送装置(小型の砂泥ポ
ンプと空気圧縮機とを併用した混気圧送装置)を使用し
ており,このため,前記土質の粘土塊や岩塊を圧送する
場合,加水が必要になる。しかもホツパ,バースクリー
ン,破砕装置等の前処理設備での岩塊,粘土塊の処理寸
法を圧送排泥管径に対して小さくする必要があり,上記
のように加水を必要とする点と相俟ってバースクリーン
に目詰まりが生じるし,目詰まりを除去する作業を必要
として,作業効率が低下する上に,作業者の負担が増大
していたが,本考案では,埋立地までの圧送に上記ピス
トン式圧送ポンプを用いており,加水を必要としない。
しかもホッパ,バースクリーン,破砕装置等の前処理設
備での岩塊,粘土塊の処理寸法を圧送排泥管径の1/3程
度と大きくとることができて,バースクリーンの目詰ま
り等に基づく作業効率の低下や作業者の負担増大を解消
できる。
Conventionally, a pressure-mixing device with a low discharge pressure (a pressure-mixing device combining a small-sized sand and mud pump and an air compressor) is used. In this case, water is required. In addition, it is necessary to reduce the processing size of rock mass and clay mass in pretreatment equipment such as hoppers, bar screens, crushers, etc. with respect to the diameter of the pumping and discharging pipes. In addition, clogging of the bar screen occurs, and the work for removing the clogging is required. As a result, the work efficiency is reduced, and the burden on the operator is increased. The above-mentioned piston type pump is used, and no water is required.
Moreover, the processing size of rock and clay in pre-treatment equipment such as hoppers, bar screens, and crushing equipment can be increased to about 1/3 of the diameter of the pumping and discharging mud pipe, and the clogging of the bar screen, etc. A reduction in work efficiency and an increase in burden on the operator can be eliminated.

また圧送排泥管の海上敷設,圧送排送管の軟弱土砂排
出口の位置変更や固定等を土運搬船とは別に配備した専
用作業船により行う必要がなくて,設備費を低減できる
上に,専用作業船を配備する際の手間を軽減できる。
In addition, it is not necessary to lay the pumping mud pipe on the sea, change the position of the soft sediment discharge port of the pumping pipe, or fix it by using a dedicated work vessel that is separately installed from the soil carrier, which can reduce equipment costs. The labor required for deploying a dedicated work boat can be reduced.

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

第1図は本考案に係わる浚渫軟弱土砂の無加水圧送設備
の一実施例を示す説明図である。 (1)……土砂運搬船,(2)……揚土機,(3a)……
上部ホツパ,(3b)……下部ホツパ,(4)……バース
クリーン,(5)……振動スクリーン,(6)……破砕
装置,(7)……攪拌機,(8)……ピストン式圧送ポ
ンプ,(9)(10)……圧送排泥管,(11)……フロー
タ,(12)……散布台船。
FIG. 1 is an explanatory view showing one embodiment of a dredged soft earth and sand-free pumping equipment according to the present invention. (1)… sediment transporter, (2)… earth lifter, (3a)…
Upper hopper, (3b) Bottom hopper, (4) Bar screen, (5) Vibrating screen, (6) Crusher, (7) Stirrer, (8) Piston type feeding Pump, (9) (10) ... pumping and drainage pipe, (11) ... floater, (12) ... spraying barge.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 F04B 15/02 F04B 15/02 Z (72)考案者 海原 正憲 山口県下関市細江新町3番54号 関門港 湾建設株式会社内 (56)参考文献 特開 昭54−21036(JP,A) 特開 昭59−10627(JP,A) 特公 昭51−4017(JP,B2)──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code Agency reference number FI Technical indication F04B 15/02 F04B 15/02 Z (72) Inventor Masanori Umihara 3-54 Hosoe Shinmachi, Shimonoseki City, Yamaguchi Prefecture No. Kanmon Port Construction Co., Ltd. (56) References JP-A-54-21036 (JP, A) JP-A-59-10627 (JP, A) JP-B-51-4017 (JP, B2)

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】土砂運搬船から軟弱土砂を荷揚げする揚土
機と,荷揚げされた軟弱土砂中から大型粘土塊及び大型
岩塊を選別,除去するバースクリーンと,同バースクリ
ーンを通り抜けた軟弱土砂中から比較的小型の粘土塊及
び岩塊を選別,除去する振動スクリーンと,上記バース
クリーン及び同振動スクリーンにより選別,除去した粘
土塊及び岩塊を小片に裁断して圧送可能にする破砕装置
と,この破砕された小片と上記振動スクリーンから排出
した軟弱土砂とを圧送排泥管により埋立地まで圧送する
圧送ポンプと,同圧送排泥管の軟弱土砂排出口を移動可
能に支持する散布台船とを具えている浚渫軟弱土砂の無
加水圧送設備において,前記圧送ポンプに取付けた下部
ホツパと,同下部ホツパの上部に前記振動スクリーン及
び前記破砕装置を介して取付けた上部ホツパとを有し,
同上部ホツパ内に前記バースクリーンを設け,同下部ホ
ツパ内に前記破砕装置からの破砕小片と前記振動スクリ
ーンからの軟弱土砂とを攪拌,混合する攪拌機を設け,
前記圧送ポンプに流体圧によりピストンを前進させて被
搬送物を圧送するピストン式圧送ポンプを用いたことを
特徴とする浚渫軟弱土砂の無加水圧送設備。
1. An earth-lifting machine for unloading soft earth from a sand carrier, a bar screen for sorting and removing large clay ingots and large rocks from the unloaded soft earth, and a soft sediment passing through the bar screen. A vibrating screen for selecting and removing relatively small clay blocks and rock blocks from the above, and a crushing device for cutting the clay blocks and rock blocks sorted and removed by the bar screen and the vibrating screen into small pieces so that they can be pumped; A pump for pumping the crushed small pieces and the soft earth and sand discharged from the vibrating screen to the landfill by a pumping and discharging pipe, and a spray barge for movably supporting the soft earth and discharging outlet of the pumping and discharging pipe. In a dredging soft soil-free pumping equipment comprising: a lower hopper attached to the pump, and the vibrating screen and the crushing device above the lower hopper. And an upper Hotsupa attached to,
The bar screen is provided in the upper hopper, and a stirrer is provided in the lower hopper for stirring and mixing the crushed pieces from the crushing device and the soft earth and sand from the vibrating screen.
A dredged soft earth and sand-free pumping equipment, characterized in that a piston-type pump is used to feed a conveyed object by moving a piston forward by fluid pressure to the pump.
JP1990096469U 1990-09-17 1990-09-17 Hydraulic pumping equipment for dredged soft soil Expired - Lifetime JP2537485Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990096469U JP2537485Y2 (en) 1990-09-17 1990-09-17 Hydraulic pumping equipment for dredged soft soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990096469U JP2537485Y2 (en) 1990-09-17 1990-09-17 Hydraulic pumping equipment for dredged soft soil

Publications (2)

Publication Number Publication Date
JPH0453851U JPH0453851U (en) 1992-05-08
JP2537485Y2 true JP2537485Y2 (en) 1997-06-04

Family

ID=31836031

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1990096469U Expired - Lifetime JP2537485Y2 (en) 1990-09-17 1990-09-17 Hydraulic pumping equipment for dredged soft soil

Country Status (1)

Country Link
JP (1) JP2537485Y2 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5940900B2 (en) * 1974-07-01 1984-10-03 トウホクダイガク キンゾクザイリヨウケンキユウシヨチヨウ Amorphous iron alloy for high strength, fatigue resistance, general corrosion resistance, pitting corrosion resistance, crevice corrosion resistance, stress corrosion cracking resistance, and hydrogen embrittlement resistance
JPS5718056U (en) * 1980-06-30 1982-01-29
JPH058230Y2 (en) * 1986-08-12 1993-03-02
JPH076215B2 (en) * 1987-11-16 1995-01-30 治男 海野 Method and device for reclaiming excavated soil

Also Published As

Publication number Publication date
JPH0453851U (en) 1992-05-08

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