JPH0656027B2 - Pumping device for processing equipment such as mud - Google Patents

Pumping device for processing equipment such as mud

Info

Publication number
JPH0656027B2
JPH0656027B2 JP19596690A JP19596690A JPH0656027B2 JP H0656027 B2 JPH0656027 B2 JP H0656027B2 JP 19596690 A JP19596690 A JP 19596690A JP 19596690 A JP19596690 A JP 19596690A JP H0656027 B2 JPH0656027 B2 JP H0656027B2
Authority
JP
Japan
Prior art keywords
mud
pipe
dredging
pump
destination
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
JP19596690A
Other languages
Japanese (ja)
Other versions
JPH0483024A (en
Inventor
博夫 森田
守 神田
和雄 村山
正和 中野
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.)
Honma Corp
Original Assignee
Honma Corp
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 Honma Corp filed Critical Honma Corp
Priority to JP19596690A priority Critical patent/JPH0656027B2/en
Publication of JPH0483024A publication Critical patent/JPH0483024A/en
Publication of JPH0656027B2 publication Critical patent/JPH0656027B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は湖沼、河川、港湾などにおける土砂や泥土など
の泥土等処理装置におけるポンプ装置に関する。
TECHNICAL FIELD The present invention relates to a pump device in a device for treating mud such as sediment and mud in lakes, rivers, ports and the like.

[従来の技術] 従来、例えば港湾や河川の泥土などを浚ったり水底を掘
る方式には浚渫方式が知られている。この浚渫方式は3
つに大別され、土質に応じて適当な方式が決められてい
る。一般浚渫は砕岩を伴わず一般浚渫船を用いるもので
浚渫工事の大半を占める。この浚渫船には土砂や泥土な
どを水とともに吸い上げ水上に浮べたパイプを用いて目
的地に送るポンプ船やショベルの刃先で土砂や泥土など
をかき上げるディッパー船や鎖状に並んだ多くのバケッ
トで次々にかき上げた土砂や泥土などラッダーの上端で
泥タンクへあけるバケット船やグラブで土砂や泥土など
をつかみ上げるグラブ船が知られている。浚渫方式には
この外砕岩浚渫や発破浚渫も知られている。
[Prior Art] Conventionally, for example, a dredging method is known as a method for dredging mud or the like in a port or a river or digging a water bottom. This dredging method is 3
It is roughly divided into two types, and an appropriate method is decided according to the soil quality. General dredging uses a general dredging ship without crushing rocks, and accounts for most of the dredging work. This dredger uses a pump ship that sucks up sediment and mud with water and sends it to the destination using a pipe floating on the water, a dipper boat that scratches sediment and mud with the blade of a shovel, and many chained buckets. It is known that there are bucket boats that open up mud tanks at the upper end of ladders, and grab boats that grab dirt and mud with grabs. This external rock dredging and blasting dredging are also known as dredging methods.

[発明が解決しようとする課題] 前述した浚渫で得られた土砂や泥土などは有利で廃棄処
分されるかトラック輸送などの運搬費をかけて埋立て地
等に運搬されるが、埋立て現場が浚渫場所から離れたと
ころにある場合、現場までの運搬費の増大が避けられな
かった。また、土砂や泥土などをかき上げたり、つかみ
上げたりする非航式のバケット船やクラブ船においては
自船に横付けした土運船に土砂や泥土をあけ、この土運
船により土砂や泥土などを目的地あるいは目的地近くの
港に移送しなければならず、目的地が港から離れた陸上
にある場合再度土砂をトラック等に積み換える必要があ
り移送コストが増大するという問題があった。
[Problems to be Solved by the Invention] The above-mentioned soil and mud obtained by dredging are advantageous and are either discarded or transported to landfill sites with transportation costs such as truck transportation. However, if there is a place away from the dredging site, an increase in transportation cost to the site is unavoidable. In addition, for non-navigable bucket boats and club ships that scrape up and pick up dirt, mud, etc., open the earth and mud on the earth carrier next to the ship, and use this earth carrier to carry out earth and sand. Had to be transferred to a destination or a port near the destination, and when the destination was on land away from the port, it was necessary to reload the sediment with a truck or the like, and there was a problem that the transfer cost increased.

また、ポンプ船にあっては前述のごとく土砂や泥土を水
と共に浚渫船に装備したバキュームにより吸い上げパイ
プを通して埋立て地等の目的地に移送することができる
が、通常水分10に対しヘドロ1の割合で泥土の10倍の水
を同時に吸い上げるとになりサクションドレッジャーな
どの大がかりな装置を有し設備効率に劣る問題があり、
また埋立て地等の目的地は浚渫場所近くに限らず、パイ
プにより長距離移送する場合では、通常のポンプ船のポ
ンプ性能では目的地までのパイプの途中に何箇所かのポ
ンプ等の圧送手段を設けなければならず、さらに、多量
の水分を含む泥土は埋立てのための地盤固化効率に劣
り、ましてや、土木資材や建築資材として再利用するこ
とは不可能であった。
In addition, as mentioned above, in a pump ship, sediment and mud can be transferred to a destination such as a landfill site through a suction pipe by a vacuum equipped with a dredging ship, together with water. Therefore, it takes up 10 times more water than mud at the same time, and there is a problem that the equipment efficiency is inferior due to the large equipment such as suction dredger.
In addition, the destination such as landfill is not limited to near the dredging place, but when transferring by a pipe for a long distance, pumping means such as pumps at several places in the middle of the pipe to the destination is required for pump performance of a normal pump ship. In addition, mud containing a large amount of water was inferior in the efficiency of solidification of the ground for landfill, and it was impossible to reuse it as a civil engineering material or a building material.

そこで本発明は上記問題点を解決するものであり、その
第一の目的は、湖沼、河川、港湾などから水を除去して
すくい上げた土砂や泥土を浚渫場所から遠方の目的地に
圧送し、後の泥土等処理効率を上げる泥土等処理装置に
おけるポンプ装置を提供することである。第二の目的
は、堀り上げられた泥土の長距離移送を可能とし、かつ
移送コストの低減をはかることのできる泥土等処理装置
におけるポンプ装置を提供することである。
Therefore, the present invention is to solve the above problems, the first purpose is to remove the water from lakes, rivers, harbors, etc. and scoop up the earth and sand and mud pumped from the dredging place to a distant destination, It is an object of the present invention to provide a pump device in a device for treating mud or the like that improves the efficiency of subsequent treatment of mud or the like. A second object is to provide a pump device in a mud treatment device that enables long-distance transfer of dug mud and can reduce transfer cost.

[課題を解決するための手段] 本発明は水底の土砂や泥土等を浚渫手段により水を抜い
て浚渫して浚渫船上にあけ、前記浚渫船上において分離
手段により前記泥土等に混入した砕岩、砂利などの固形
物を分離して攪拌手段により泥土を攪拌した後、ポンプ
装置によりパイプを通して泥土を目的地に圧送し、目的
地において前記泥土を混合手段の中で固化剤と混合して
泥土を再利用できるようにする泥土等処理装置におい
て、前記ポンプ装置は前記パイプに設けられ前記泥土の
移送方向に開成する2個の一方向性バルブと、前記各一
方向性バルブ間の途中に前記パイプに連通して設けられ
往復駆動装置に接続されたピストンを有するシリンダ
と、このシリンダと前記パイプ間に設けられ下部側を前
記パイプと連通して略中央部高さまで前記泥土を充填す
るとともに前記略中央部高さから前記シリンダまで油を
充填してなる圧力容器とを具備したものである。
[Means for Solving the Problem] The present invention relates to the present invention that the bottom of the water, mud and the like are drained by dredging means and dredged and opened on a dredger, and crushed rock and gravel mixed with the mud and the like by the separating means on the dredger. After separating the solid matter such as, and stirring the mud by the stirring means, the mud is pumped to the destination through the pipe by the pump device, and at the destination, the mud is mixed with the solidifying agent in the mixing means and the mud is regenerated. In the apparatus for treating mud and the like to be used, the pump device is provided in the pipe, and two unidirectional valves that are opened in the transfer direction of the mud and the pipe are provided in the middle of each unidirectional valve. A cylinder having a piston provided in communication with each other and connected to a reciprocating drive device, and a lower portion provided between the cylinder and the pipe and communicating with the pipe at a lower side thereof to the height of a central portion of the mud. And a pressure vessel formed by filling oil from the height of the substantially central portion to the cylinder.

[作用] シリンダ内のピストンの往復駆動により生ずる油圧によ
って、水分の少ない泥土をパイプに圧送して長距離移送
することができる。
[Operation] Due to the hydraulic pressure generated by the reciprocating movement of the piston in the cylinder, mud containing less water can be pressure-fed to the pipe for long-distance transfer.

[実施例] 以下本発明の実施例を添付図面を参照して説明する。[Embodiment] An embodiment of the present invention will be described below with reference to the accompanying drawings.

第1図乃至第4図は本発明の1実施例を示し、鋼製から
なる9つの中空なブロック2を組立た浚渫船1は、湖
沼、河川、港湾などの泥土3の浚渫場所Aの底に打設し
た固定用ストッパ4により位置固定され、前記浚渫船1
上に周知の自走式バックフォー5が搭載され、このバッ
クフォー5のアーム6の先端には交換可能な密閉油圧型
グラブバケット7が装置されている。これらバックフォ
ー5、アーム6、ブラブバケット7により浚渫手段8が
構成される。尚、前記浚渫船1は9つのブロック2に分
解して各ブロック2ごとに運搬することができる。
FIGS. 1 to 4 show one embodiment of the present invention, in which a dredging ship 1 in which nine hollow blocks 2 made of steel are assembled is located at the bottom of a dredging place A of mud 3 such as lakes, rivers and harbors. The dredger 1 is fixed in position by a fixed stopper 4 that has been placed.
A well-known self-propelled back fore 5 is mounted on the top of the arm 6 of the back fore 5, and a replaceable closed hydraulic type grab bucket 7 is provided. The back four 5, the arm 6 and the blob bucket 7 constitute a dredging means 8. The dredger 1 can be disassembled into nine blocks 2 and can be transported in each block 2.

前記浚渫船1の略中央位置上部には上部が開口した有底
な分離槽9が設けられ、この上部開口は前記泥土3から
木、ビニールなどの固形物(図示せず)を分離する一次
振動スクリーン10が斜めに設けられ、この一次振動スク
リーン10は図示しない振動機構を有し、このスクリーン
10の側方には該スクリーン10によって泥土3より分離さ
れた木、ビニールなどの前記固形分を排出する排出路11
が設けられている。前記分離槽9内にはその底部の開口
部9Aに泥土3を送る横送りスクリューコンベア12と複
数の縦送りスクリューコンベア13が設けられ、前記開口
部9Aには下方に連通する排出口14が設けられている。
この排出口14の下部には図示しない振動機構を有し砕
岩、砂利などの固形物(図示せず)を分離する例えば1
辺5〜10m/mメッシュ程度の二次振動スクリーン15が設
けられ、この下部にはホッパー16が設けられている。こ
のホッパー16の側方には前記二次振動スクリーン15によ
り分離された砕岩、砂利などの前記固形物を排出する排
出路17が設けられている。そして前記一次振動スクリー
ン10、二次振動スクリーン15等により分離手段18が構成
される。
A bottomed separation tank 9 having an open top is provided in the upper part of the center of the dredger 1, and this upper opening separates solid matter (not shown) such as wood and vinyl from the mud 3 into a primary vibrating screen. 10 is provided obliquely, and this primary vibrating screen 10 has a vibrating mechanism (not shown).
A discharge path 11 for discharging the solids such as wood and vinyl separated from the mud 3 by the screen 10 on the side of the screen 10.
Is provided. In the separation tank 9, a horizontal feed screw conveyor 12 for feeding the mud 3 and a plurality of vertical feed screw conveyors 13 are provided in an opening 9A at the bottom thereof, and a discharge port 14 communicating downward is provided in the opening 9A. Has been.
A vibrating mechanism (not shown) is provided under the discharge port 14 to separate solid matter (not shown) such as crushed rock and gravel, for example, 1
A secondary vibrating screen 15 having a side of 5 to 10 m / m mesh is provided, and a hopper 16 is provided below the secondary vibrating screen 15. A discharge path 17 for discharging the solid matter such as crushed rock and gravel separated by the secondary vibrating screen 15 is provided on the side of the hopper 16. Then, the primary vibrating screen 10, the secondary vibrating screen 15 and the like constitute a separating means 18.

前記ホッパー16の下部開口には連通管19が設けられ、こ
の連通管19の下部が攪拌手段としての攪拌槽20の上部に
連通され、この攪拌槽20内には攪拌翼21Aを有する攪拌
ローター21が設けられ、図示しない回転駆動装置により
攪拌翼21Aが回転し攪拌槽20内の泥土3を攪拌する。ま
たこの攪拌槽20他側には接続管22が設けられ、この接続
管22はピストン式高圧ポンプ装置23のパイプたる吸込管
23Aに接続されている。前記ピストン型高圧ポンプ装置
23には図示しない原動機の回転が伝達されるプーリー24
が設けられ、このプーリー24の回転をシリンダ25内のピ
ストン26の往復運動に換える伝達機構27を有し、前記原
動機、プーリー24、伝達機構27等により駆動装置27Aが
構成され、前記シリンダ25と圧力容器28の上部側とを伝
達管29により連結し、前記圧力容器28の下部に連絡管30
を連結し、この連絡管30の他端に第1の一方向性バルブ
31を設け、この第1の一方向性バルブ31は吐出側32方向
のみ開成し、さらに前記連絡管30の途中に分岐して前記
吸込管23Aが連絡され、この分岐箇所に該吸込管23A
から連絡管30内への流入方向にのみ開成する第2の一方
向性バルブ33が設けられている。そして前記吸込管23A
から流入した前記泥土3は前記圧力容器28の略中央部B
高さ位置まで流入し、この圧力容器28内上部から前記伝
達管29内とシリンダ25内に油Cが充填され、前記ピスト
ン26の後退により圧力容器28内の泥土3の高さが上昇し
吸込管23Aから前記攪拌槽20側の泥土3が連絡管30内に
流入し、前記ピストン26の前進により、前記バルブ33が
閉成状態で吐出側32のバルブ31が開成し、泥土3が吐出
側32へと圧送される。
A communication pipe 19 is provided at the lower opening of the hopper 16, and a lower portion of the communication pipe 19 is communicated with an upper portion of a stirring tank 20 as a stirring means. Inside the stirring tank 20, a stirring rotor 21 having a stirring blade 21A is provided. Is provided, and the stirring blade 21A is rotated by a rotation driving device (not shown) to stir the mud 3 in the stirring tank 20. A connecting pipe 22 is provided on the other side of the stirring tank 20, and the connecting pipe 22 is a suction pipe which is a pipe of the piston type high pressure pump device 23.
It is connected to 23A. The piston type high pressure pump device
A pulley 24 to which the rotation of the prime mover (not shown) is transmitted
Is provided, and has a transmission mechanism 27 that converts the rotation of the pulley 24 into the reciprocating motion of the piston 26 in the cylinder 25, and the drive unit 27A is configured by the prime mover, the pulley 24, the transmission mechanism 27, and the like. The upper side of the pressure vessel 28 is connected by a transmission pipe 29, and a communication pipe 30 is connected to the lower side of the pressure vessel 28.
And the first one-way valve at the other end of the connecting pipe 30.
31 is provided, and the first one-way valve 31 is opened only in the direction of the discharge side 32, and further branches in the middle of the communication pipe 30 to communicate with the suction pipe 23A, and the suction pipe 23A is connected to this branching point.
A second one-way valve 33 is provided which opens only in the direction of inflow into the connecting pipe 30 from. And the suction pipe 23A
The mud 3 flowing in from the pressure vessel 28 is substantially in the central portion B.
The oil C flows into the height position, the oil C is filled in the transfer pipe 29 and the cylinder 25 from the upper part of the pressure container 28, and the height of the mud 3 in the pressure container 28 rises due to the retreat of the piston 26, and the suction The mud 3 on the side of the agitation tank 20 flows into the communication pipe 30 from the pipe 23A, and the forward movement of the piston 26 opens the valve 31 of the discharge side 32 while the valve 33 is closed, and the mud 3 is discharged. Pumped to 32.

尚、図中Dはオイルタンク、Eは空気抜き弁、Fは給油
弁、Gは油検出弁、Hは油面検出弁、Iは前記泥土3等
のスラリ検出弁であり、またJはエアチャンバ、Kは安
全弁、Lは圧力計である。また、前記ポンプ装置23の原
動機等は前記浚渫船1上に設置した図示しない発電機か
ら電源が供給される。
In the figure, D is an oil tank, E is an air vent valve, F is an oil supply valve, G is an oil detection valve, H is an oil level detection valve, I is a slurry detection valve for the mud 3, etc., and J is an air chamber. , K is a safety valve, and L is a pressure gauge. The prime mover of the pump device 23 is supplied with electric power from a generator (not shown) installed on the dredger 1.

前記ピストン型高圧ポンプ装置23の吐出側32に接続され
た鋼管等からなる圧送管34は陸上の目的地に設けられた
泥土処理手段である泥土処理装置35へと延設されてい
る。尚、図中36は前記浚渫場所Aの水面において前記圧
送管34に装着された浮子体である。
A pressure feed pipe 34 made of a steel pipe or the like connected to the discharge side 32 of the piston type high pressure pump device 23 is extended to a mud treatment device 35 which is a mud treatment means provided at a land destination. Incidentally, reference numeral 36 in the drawing denotes a floating body mounted on the pumping pipe 34 on the water surface of the dredging place A.

前記泥土処理装置35は埋立て地箇所等に設置され、この
設置場所に近接してセメント、生石灰などの固化剤37が
貯蔵されるサイロ38が設置され、このサイロ38にはスク
リューコンベア39が設けられ、このスクリューコンベア
39により前記固化剤37が固化剤供給手段である固化剤供
給装置40のホッパー41へと送られ、前記圧送管34から泥
土処理装置35へと移送された泥土3の供給量に応じて制
御装置(図示せず)により、前記ホッパー41内の固化剤
37を前記泥土処理装置35へと粉体状態でおくる図示しな
いブロアー、ポンプなどの送り装置が設けられている。
前記泥土処理装置35内には前記泥土3と固化剤37を混合
する混合機42が設けられ、下部にはこの混合機42により
前記固化剤37と混合された泥土3を排出する排出口43が
設けられ、この排出口43には開閉蓋44が設けられてい
る。
The mud treatment device 35 is installed in a landfill site, etc., and a silo 38 for storing a solidifying agent 37 such as cement and quicklime is installed in the vicinity of this installation site, and this silo 38 is provided with a screw conveyor 39. This screw conveyor
The solidification agent 37 is sent to the hopper 41 of the solidification agent supply device 40 which is the solidification agent supply means by 39, and the control device is controlled according to the supply amount of the mud soil 3 transferred from the pressure feed pipe 34 to the mud treatment device 35. (Not shown) allows the solidifying agent in the hopper 41 to
A feeder such as a blower or a pump (not shown) for placing 37 in the powder state to the mud treatment device 35 is provided.
A mixer 42 for mixing the mud 3 and the solidifying agent 37 is provided in the mud treating device 35, and an outlet 43 for discharging the mud 3 mixed with the solidifying agent 37 by the mixer 42 is provided in the lower part. The discharge port 43 is provided with an opening / closing lid 44.

次に前記構成につきその作用を説明する。Next, the operation of the above configuration will be described.

浚渫場所Aの水底に堆積した泥土3はバックフォー5の
アーム6に装着した密閉油圧式グラブバスケット7によ
り採取され、含泥率90〜95%の泥土3が得られる。そし
てバックフォー5を旋回して一次振動スクリーン10上に
てバケット7を開き、このバケット7内から落下した泥
土3は振動する一次振動スクリーン10により木、ビニー
ル等の固形物が分離され、さらにスクリーン10を通過し
た泥土3は、駆動する両スクリューコンベア12,13によ
り開口部9Aにおくられ振動する二次振動スクリーン15
上に落下する。この二次振動スクリーン15により泥土3
に含まれる砕岩、砂利等の固形物が分離され、この泥土
3は、連通管19から攪拌槽20内へと落下し回転する攪拌
ロータ21により泥土3中の水と砂等が均一な状態でピス
トン式高圧ポンプ装置23へと送られる。
The mud 3 deposited on the water bottom of the dredging place A is collected by the closed hydraulic grab basket 7 attached to the arm 6 of the back four, and the mud 3 having a mud content of 90 to 95% is obtained. Then, the back fork 5 is swiveled to open the bucket 7 on the primary vibrating screen 10, and the mud 3 dropped from within the bucket 7 is vibrated by the vibrating primary vibrating screen 10 to separate solid materials such as wood and vinyl, and further the screen. The mud soil 3 that has passed through 10 is placed in the opening 9A by the driving screw conveyors 12 and 13 and vibrates.
Fall on. With this secondary vibrating screen 15, mud 3
The solids such as crushed rock and gravel contained in are separated, and the mud 3 drops from the communication pipe 19 into the stirring tank 20 and is rotated by the stirring rotor 21 so that the water and sand in the mud 3 are uniform. It is sent to the piston type high pressure pump device 23.

ポンプ装置23のピストン26が後退すると、油Cと泥土3
とがそれぞれの比重のちがいにより上下に分離した圧力
容器28から油Cがシリンダ25側に流入し圧力容器28の泥
土3高さが上昇し、第1の一方向性バルブ31が閉成状態
で第2の一方向性バルブ33が開成し攪拌槽20側の泥土3
が連絡管30に流入する。そしてピストン26が前進する
と、油Cの油圧により圧力容器28内の泥土3高さが降下
し、第2の一方向性バルブ33が閉成状態で第1の一方向
性バルブ31が開成し連絡管30の泥土3が圧送管34へと圧
送される。そして泥土3は圧送管34を通って泥土処理装
置35内に送られ、この泥土処理装置35に送られた泥土3
に固化剤供給装置40から送り込まれた固化剤37が混合機
42により混合されて排出口43から排出される。
When the piston 26 of the pump device 23 retracts, oil C and mud 3
The oil C flows into the cylinder 25 side from the pressure container 28 which is separated into the upper and lower parts due to the difference in specific gravity, the mud 3 height of the pressure container 28 rises, and the first one-way valve 31 is closed. The second one-way valve 33 is opened and the mud 3 on the side of the stirring tank 20
Flows into the connecting pipe 30. When the piston 26 moves forward, the hydraulic pressure of the oil C lowers the height of the mud 3 in the pressure vessel 28, the second one-way valve 33 is closed and the first one-way valve 31 is opened to communicate. The mud 3 in the pipe 30 is pumped to the pump pipe 34. Then, the mud 3 is sent into the mud processing device 35 through the pressure feeding pipe 34, and sent to the mud processing device 35.
The solidification agent 37 sent from the solidification agent supply device 40 to the mixer
It is mixed by 42 and discharged from the discharge port 43.

このように本実施例においては水底の泥土3を密閉油圧
型グラブバケット7を用いて浚渫することにより、従来
のバキューム方式で得られる含泥率10〜15%の泥土に比
べて含泥率90〜95%の泥土3を圧送するのに、圧力容器
28内の油Cと泥土3とをそれぞれの比重により上下に分
離して充填し、ピストン26内のシリンダ25の往復運動に
より泥土3に油圧をかけ、泥土3を高圧で圧送するもの
であるから、パイプにより泥土3を長距離移送すること
ができる。一例としてシリンダ25の内径を160mm、ピス
トン26のストロークを350mmで前記シリンダ25を2個設
け、軸動力40Kg/cm2の場合、含泥率の高い泥土3を、
1基のポンプ装置23により20〜30Km程度圧送することが
可能である。そして含泥率の高い泥土3を泥土処理装置
35に送ることにより固化剤37の使用量の低減が図れ、固
化剤37と混合された泥土3は水分の少ないものとなるか
ら泥土処理効率の向上を図ることができる。また、固化
剤37と混合された泥土3は埋立て以外にも、盛土、路
床、造成、裏込め、埋込しなどに広く有効利用すること
ができる。
As described above, in the present embodiment, the mud content 3 at the bottom of the water is dredged using the closed hydraulic type grab bucket 7, so that the mud content of 90% is obtained as compared with the mud content of 10 to 15% obtained by the conventional vacuum method. Pressure vessel for pumping ~ 95% mud 3
The oil C and the mud 3 in 28 are vertically separated and filled according to their specific gravities, and the reciprocating motion of the cylinder 25 in the piston 26 applies hydraulic pressure to the mud 3 to pump the mud 3 at high pressure. The mud 3 can be transported by a pipe for a long distance. As an example, when the cylinder 25 has an inner diameter of 160 mm and the piston 26 has a stroke of 350 mm and two cylinders 25 are provided and the axial power is 40 kg / cm 2 , the mud 3 having a high mud content is
It is possible to pump about 20 to 30 km by one pump device 23. And mud with high mud content is treated with mud
The amount of the solidifying agent 37 used can be reduced by sending the solidifying agent 37 to 35, and the mud 3 mixed with the solidifying agent 37 has a low water content, so that the mud treating efficiency can be improved. Further, the mud soil 3 mixed with the solidifying agent 37 can be widely and effectively utilized not only for landfill but also for embankment, roadbed, construction, backfilling, burying and the like.

尚、通常のグラブバケットを用いた場合でも70〜80%の
含泥率の泥土が得られる。
Even when a normal grab bucket is used, mud having a mud content of 70 to 80% can be obtained.

またポンプ装置23により浚渫船1の浚渫場所Aから埋立
て地等の目的地に設けた泥土処理装置35に、パイプによ
り泥土3を長距離移送でき、従来のように泥土3を土運
船を使って港まで移送し、トラックに積み換え目的地ま
で移送するといった移送コストが増大するものに比べ、
泥土3の目的地まで移送コストの低減を図ることができ
る。
In addition, the pump device 23 can transfer the mud 3 from the dredging place A of the dredger 1 to the mud treatment device 35 provided at the destination such as a landfill by a pipe for a long distance, and the mud 3 can be used by an ordinary ship as in the past. Transport to a port and then transfer to a truck to a destination, which increases transport costs.
It is possible to reduce the transfer cost to the destination of the mud 3.

またポンプ装置23のピストン26等の可動部は直接泥土3
に接することがなくポンプ装置23自体の耐久性も大であ
る。
In addition, the movable parts such as the piston 26 of the pump device 23 are directly
Therefore, the durability of the pump device 23 itself is high without contacting the.

尚、本発明の前記実施例に限定されるものではなく、ポ
ンプ装置の軸動力等は種々の性能のものを選定すること
ができる。また、グラブバケットに換えてショベルを用
いてもよい。さらにポンプに備えるピストンとシリンダ
の数あるいは圧力容器の数は適宜選定すればよい。
It should be noted that the present invention is not limited to the above-mentioned embodiment, and various performances can be selected for the shaft power of the pump device. Further, a shovel may be used instead of the grab bucket. Further, the number of pistons and cylinders or the number of pressure vessels provided in the pump may be appropriately selected.

[発明の効果] 本発明は水底の土砂や泥土等を浚渫手段により水を抜い
て浚渫して浚渫船上にあけ、前記浚渫船上において分離
手段により前記泥土等に混入した砕岩、砂利などの固形
物を分離して攪拌手段により泥土を攪拌した後、ポンプ
装置によりパイプを通して泥土を目的地に圧送し、目的
地において前記泥土を混合手段の中で固化剤と混合して
泥土を再利用できるようにする泥土等処理装置におい
て、前記ポンプ装置は前記パイプに設けられ前記泥土の
移送方向に開成する2個の一方向性バルブと、前記各一
方向性バルブ間の途中に前記パイプに連通して設けられ
往復駆動装置に接続されたピストンを有するシリンダ
と、このシリンダと前記パイプ間に設けられ下部側を前
記パイプと連通して略中央部高さまで前記泥土を充填す
るとともに前記略中央部高さから前記シリンダまで油を
充填してなる圧力容器とを具備したものであり、港湾な
どから水を除去してすくい上げた土砂や泥土を浚渫場所
から遠方の目的地に圧送し、後の泥土処理効率を上げる
ことができ、掘り上げられた泥土の長距離移送を可能と
し、かつ移送コストの低減を図ることのできる泥土等処
理装置におけるポンプ装置を提供することができる。
[Effects of the Invention] The present invention is to remove solid water or mud on the bottom of water by dredging means and dredge it to open it on a dredging ship, and to put solid matter such as crushed rock and gravel mixed in the mud etc. by the separating means on the dredging ship. After stirring and mixing the mud with the stirring means, the mud is pumped to the destination through the pipe with the pump device, and the mud is mixed with the solidifying agent in the mixing means at the destination so that the mud can be reused. In the apparatus for treating mud and the like, the pump device is provided in communication with the pipe in the middle of the two one-way valves provided in the pipe and opened in the transfer direction of the mud. And a cylinder having a piston connected to a reciprocating drive device, and the mud is filled to a height of a substantially central portion by connecting a lower portion provided between the cylinder and the pipe to the pipe. It is equipped with a pressure vessel that is filled with oil from the above-mentioned approximately central portion height to the cylinder, and removes water from a port or the like and scoops up earth and sand or mud to a destination far from a dredging place. It is possible to provide a pump device for a mud treatment apparatus that can be pumped and can improve the efficiency of the subsequent mud treatment, enable long-distance transportation of dug mud, and reduce the transportation cost. .

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

第1図は本発明の実施例を示す正面図、第2図は同ポン
プ装置を示す説明図、第3図は同平面図、第4図は同泥
土処理装置廻りを示す説明図である。 1…浚渫船、26…ピストン 3…泥土、28…圧力容器 8…浚渫手段、27A…往復駆動装置 18…分離手段、34…圧送管(パイプ) 20…攪拌槽(攪拌手段)、37…固化剤 23…ポンプ装置、B…中央部 23A…吸込管、C…油 25…シリンダ 31…第1の方向性バルブ 33…第2の方向性バルブ
FIG. 1 is a front view showing an embodiment of the present invention, FIG. 2 is an explanatory view showing the pump device, FIG. 3 is a plan view thereof, and FIG. 4 is an explanatory view showing the surroundings of the mud treatment device. DESCRIPTION OF SYMBOLS 1 ... Dredger, 26 ... Piston 3 ... Mud, 28 ... Pressure vessel 8 ... Dredging means, 27A ... Reciprocating drive device 18 ... Separation means, 34 ... Pressure feed pipe (pipe) 20 ... Stirring tank (stirring means), 37 ... Solidifying agent 23 ... Pump device, B ... Central part 23A ... Suction pipe, C ... Oil 25 ... Cylinder 31 ... First directional valve 33 ... Second directional valve

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】水底の土砂や泥土等を浚渫手段により水を
抜いて浚渫して浚渫船上にあけ、前記浚渫船上において
分離手段により前記泥土等に混入した砕岩、砂利などの
固形物を分離して攪拌手段により泥土を攪拌した後、ポ
ンプ装置によりパイプを通して泥土を目的地に圧送し、
目的地において前記泥土を混合手段の中で固化剤と混合
して泥土を再利用できるようにする泥土等処理装置にお
いて、前記ポンプ装置は前記パイプに設けられ前記泥土
の移送方向に開成する2個の一方向性バルブと、前記各
一方向性バルブ間の途中に前記パイプに連通して設けら
れ往復駆動装置に接続されたピストンを有するシリンダ
と、このシリンダと前記パイプ間に設けられ下部側を前
記パイプと連通して略中央部高さまで前記泥土を充填す
るとともに前記略中央部高さから前記シリンダまで油を
充填してなる圧力容器とを具備したことを特徴とする泥
土等処理装置におけるポンプ装置。
Claims: 1. Sand and mud on the bottom of the water is drained by dredging means and dredged and opened on a dredger, and solid materials such as crushed rock and gravel mixed with the mud and the like are separated by separation means on the dredger. After stirring the mud with the stirring means, pump the mud through the pipe to the destination,
In a device for treating mud and the like which allows the mud to be reused by mixing it with a solidifying agent in a mixing means at a destination, the pump device is provided in the pipe and is opened in the mud transfer direction. A one-way valve, a cylinder having a piston connected to the reciprocating drive device provided in the middle of the one-way valve, and a lower side provided between the cylinder and the pipe. A pump in a device for treating mud etc., comprising: a pressure container communicating with the pipe to fill the mud to a height of approximately the central portion and filling the cylinder to oil from the height of the approximately central portion. apparatus.
JP19596690A 1990-07-24 1990-07-24 Pumping device for processing equipment such as mud Expired - Lifetime JPH0656027B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19596690A JPH0656027B2 (en) 1990-07-24 1990-07-24 Pumping device for processing equipment such as mud

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19596690A JPH0656027B2 (en) 1990-07-24 1990-07-24 Pumping device for processing equipment such as mud

Publications (2)

Publication Number Publication Date
JPH0483024A JPH0483024A (en) 1992-03-17
JPH0656027B2 true JPH0656027B2 (en) 1994-07-27

Family

ID=16349954

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19596690A Expired - Lifetime JPH0656027B2 (en) 1990-07-24 1990-07-24 Pumping device for processing equipment such as mud

Country Status (1)

Country Link
JP (1) JPH0656027B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108797680B (en) * 2016-07-05 2020-08-25 浙江海洋大学 Silt collection system of dredger
CN115110558B (en) * 2022-06-30 2024-02-09 中建三局集团(深圳)有限公司 Vertical drain pipe

Also Published As

Publication number Publication date
JPH0483024A (en) 1992-03-17

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