JPH07268900A - Dredging equipment - Google Patents

Dredging equipment

Info

Publication number
JPH07268900A
JPH07268900A JP5894094A JP5894094A JPH07268900A JP H07268900 A JPH07268900 A JP H07268900A JP 5894094 A JP5894094 A JP 5894094A JP 5894094 A JP5894094 A JP 5894094A JP H07268900 A JPH07268900 A JP H07268900A
Authority
JP
Japan
Prior art keywords
drum
screw conveyor
dredger
dredging device
cutters
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.)
Pending
Application number
JP5894094A
Other languages
Japanese (ja)
Inventor
Takeshi Watanabe
武志 渡辺
Koji Inaba
浩司 稲葉
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.)
Ube Corp
Original Assignee
Ube Industries 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 Ube Industries Ltd filed Critical Ube Industries Ltd
Priority to JP5894094A priority Critical patent/JPH07268900A/en
Publication of JPH07268900A publication Critical patent/JPH07268900A/en
Pending legal-status Critical Current

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  • Treatment Of Sludge (AREA)

Abstract

PURPOSE:To mount a dredging equipment on a dredger, and to not only dredge and pump up mud on the sea bottom with high efficiency in high concentration but also operate the dredger simply and easily without stretching the dredger by a swing wire. CONSTITUTION:A dredging equipment 100 is installed to a dredger and fixed onto a lifting-lowering frame body 20A capable of being lifted and lowered by a winch, and formed from a delivery pipe 70 with a vertical type screw conveyor 40, a pressure pump 50 and an air nozzle 60 and a plurality of pairs of drum cutters 30 fastened onto the lifting-lowering frame body 20A and disposed on both sides of the lower end section of the vertical type screw conveyor 40 bilaterally symmetrically. A plurality of cutters 33 protrude from the outer circumference of a drum 32 turned around a horizontal shaft in the drum cutter 30.

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、例えば、海底、湖沼、
河川、港湾や発電所の取水口などに堆積したヘドロなど
の軟泥や砂泥を浚渫する際に利用される浚渫装置に関す
るものである。
BACKGROUND OF THE INVENTION The present invention is applicable, for example, to seabeds, lakes,
The present invention relates to a dredging device used when dredging soft mud and sand mud such as sludge accumulated at the intakes of rivers, harbors and power plants.

【0002】[0002]

【従来の技術】従来の浚渫装置としてポンプ式のものが
ある。このポンプ式浚渫装置は、台船などに大容量のポ
ンプを設置し、該ポンプから海底や湖底などの水底にホ
ースを延ばし、軟泥を水とともに吸い上げるようにして
いる。そして、このようにして浚渫された軟泥は、主と
して管路にて埋立地に運ばれる。埋立地では、泥土分を
沈殿させた後、余水は凝集剤が添加されて処理された後
放流される。
2. Description of the Related Art As a conventional dredging device, there is a pump type. In this pump type dredging device, a large-capacity pump is installed on a barge or the like, and a hose is extended from the pump to the bottom of the water such as the seabed or the bottom of the lake to suck up the soft mud with water. Then, the soft mud dredged in this way is mainly transported to the landfill by a pipeline. At the landfill site, after the mud is settled, the residual water is treated with a coagulant and then discharged.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上述し
た従来の浚渫装置においては、軟泥と同時に吸い上げら
れる水の量があまりにも多く大容積の処分場が必要とな
り、また、余水処理に多大な費用を要するという欠点が
あった。また、ポンプ浚渫では、浚渫時に浚渫船を海洋
の一定位置に保持するため浚渫船より海底に斜めに少な
くとも2本以上のスイングワイヤを張ることが必要であ
り、広い海洋と違って河川やダムなどにおける浚渫時に
はスイング幅を十分に取ることができず、このため効率
的な浚渫が行えないという支障があった。また、港湾内
のような船舶の往来の激しい地域では、張られたスイン
グワイヤが他の船舶の航行を阻害するという難点があっ
た。
However, in the above-mentioned conventional dredging apparatus, the amount of water sucked up simultaneously with the soft mud is too large and a large-capacity disposal site is required, and the spillage treatment requires a large amount of money. There was a drawback that it required. In addition, in the case of pump dredging, it is necessary to stretch at least two swing wires diagonally to the seabed from the dredger in order to keep the dredger at a fixed position in the ocean during dredging.Unlike wide ocean, dredging in rivers and dams is required. In some cases, the swing width could not be sufficiently secured, which hindered efficient dredging. In addition, in an area where ships frequently travel, such as in a harbor, there is a problem that the stretched swing wires hinder the navigation of other ships.

【0004】[0004]

【課題を解決するための手段】そこでこれらの課題を解
決するために、本発明の浚渫装置は、浚渫船に装備され
ウインチ巻上機により上下方向昇降自在な昇降枠体に懸
架された浚渫装置であって、該浚渫装置は竪型スクリュ
コンベヤと、該竪型スクリュコンベヤの排出口に接続す
る圧送ポンプと、圧縮エアを注入するエアノズルを備え
た排送管と、前記昇降枠体に固設され該竪型スクリュコ
ンベヤの下端部両側に左右対称に配設された複数組のド
ラムカッタとから形成され、該ドラムカッタは水平軸回
りに回転駆動されるドラムの外周に略等間隔に複数個の
カッタを突設した構成とした。また第2の発明では、さ
らに、ドラムカッタの高さが高くなるにしたがって一対
の両ドラムカッタの軸間距離を大きくして、片側のドラ
ムカッタ列を傾斜させるようにした。
In order to solve these problems, the dredging device of the present invention is a dredging device which is mounted on a dredging ship and which is suspended by an elevating frame which is vertically movable by a winch hoist. The dredging device is fixed to the vertical screw conveyor, a discharge pump having an air nozzle for injecting compressed air, a pressure pump connected to the discharge port of the vertical screw conveyor, and fixed to the elevating frame. The vertical screw conveyor is formed of a plurality of sets of drum cutters symmetrically arranged on both sides of the lower end portion of the vertical screw conveyor, and the drum cutters are arranged at substantially equal intervals on the outer periphery of a drum which is driven to rotate about a horizontal axis. A cutter is provided so as to project. Further, in the second invention, the axial distance between the pair of both drum cutters is increased as the height of the drum cutters is increased, so that the drum cutter row on one side is inclined.

【0005】[0005]

【作用】本発明の浚渫装置は、竪型スクリュコンベヤの
下端部両側に左右対称に配置したドラムカッタを海底に
当接して回転駆動し、カッタの泥土への剥離作用ととも
に浚渫装置全体を泥土中へ埋没させ、堀削され流動化さ
れた泥土を順次竪型スクリュコンベヤ下端の取り入れ口
より内部へ取り込んで垂直輸送する。このようにして竪
型スクリュコンベヤ上部の排出口より吐出された泥土は
圧送ポンプに送られて加圧され、圧縮空気の注入により
排送管中を空気搬送され浚渫船より遠隔の目的地へ管内
輸送される。
According to the dredging device of the present invention, the drum cutters symmetrically arranged on both sides of the lower end of the vertical screw conveyor are brought into contact with the seabed and driven to rotate, and the cutter is detached from the mud and the entire dredging device is placed in the mud. The mud that has been buried in, excavated and fluidized is sequentially taken in from the intake at the lower end of the vertical screw conveyor and transported vertically. In this way, the mud discharged from the discharge port above the vertical screw conveyor is sent to the pressure pump and pressurized, and compressed air is injected into the discharge pipe to transport it to the destination remote from the dredger. To be done.

【0006】[0006]

【実施例】以下図面に基づいて本発明の実施例の詳細に
ついて説明する。図1〜図6は、本発明の実施例に係
り、図1は浚渫装置の全体概略側面図、図2は浚渫装置
の要部側面図、図3〜図5は本発明の他の実施例に係
り、図3は浚渫装置の要部側面図、図4は図3のA−A
視の側面図、図5は図3のB−B視の断面平面図、図6
は竪型スクリュコンベヤの全体縦断面図である。図2に
示すように、浚渫装置100は、両端上面に滑車20b
を取り付けられた型鋼からなる水平な昇降枠体20Aの
中央に垂直に固設懸架された竪型スクリュコンベヤ40
およびその付属機器である加圧ポンプ50と排送管70
とその途中に設けた圧縮エア注入用のエアノズル60と
昇降枠体20Aに支持された左右対称で複数組のドラム
カッタ30とから形成されている。このように構成され
た浚渫装置100は、昇降枠体20Aに懸架されるとと
もに昇降枠体20Aの両端の滑車20bに巻回されたワ
イヤロープ20aの昇降によって上下動する。即ち、図
1に示すように、ワイヤロープ20aは浚渫船90の甲
板上に立設された櫓10の頂上に設置された滑車10
a、10aを経由しつつウインチ巻上機20を介して進
退動する。
Embodiments of the present invention will be described below in detail with reference to the drawings. 1 to 6 relate to an embodiment of the present invention, FIG. 1 is an overall schematic side view of a dredging device, FIG. 2 is a side view of a main part of the dredging device, and FIGS. 3 to 5 are other embodiments of the present invention. FIG. 3 is a side view of a main part of the dredging device, and FIG. 4 is AA of FIG.
6 is a side view of FIG. 6, FIG. 5 is a sectional plan view of FIG.
FIG. 3 is an overall vertical cross-sectional view of a vertical screw conveyor. As shown in FIG. 2, the dredging device 100 has pulleys 20b on the upper surfaces of both ends.
A vertical screw conveyor 40 vertically suspended and fixed in the center of a horizontal elevating frame body 20A made of a shape steel to which is attached
And the pressurizing pump 50 and the discharge pipe 70 which are its accessories
And an air nozzle 60 for injecting compressed air provided in the middle thereof and a plurality of sets of left and right symmetrical drum cutters 30 supported by the elevating frame body 20A. The dredging device 100 configured as described above is suspended by the elevating frame body 20A and moves up and down by elevating the wire ropes 20a wound around the pulleys 20b at both ends of the elevating frame body 20A. That is, as shown in FIG. 1, the wire rope 20a is installed on the top of the tower 10 which is erected on the deck of the dredger 90.
It goes back and forth through the winch hoisting machine 20 while passing through a and 10a.

【0007】竪型スクリュコンベヤ40は、図6に示す
ように、垂直円筒状のケーシング41内に軸受44、4
5に軸支された回転軸42にスパイラル状のスクリュ4
3を取り付けたもので、スクリュ43は回転軸42とと
もに油圧モータ46によって回転駆動され、下端より取
り込まれた軟泥などを上部の排出口47より吐出させ
る。排出口47の下流には、図2に示すように、油圧モ
ータ46により回転駆動される加圧ポンプ50と圧縮エ
アを注入するエアノズル60を備えた排送管70が接続
され、排送管70はフレキシブル管で構成されて、浚渫
船90から遠隔地の目的地まで連絡される。竪型スクリ
ュコンベヤ40の下端部の両側には左右一対のドラムカ
ッタ30、30などが複数組左右対称に配設され、それ
ぞれ昇降枠体20Aから張り出されたサポート22で固
設される。
As shown in FIG. 6, the vertical screw conveyor 40 includes bearings 44 and 4 in a vertical cylindrical casing 41.
A spiral screw 4 is attached to a rotary shaft 42 that is pivotally supported by
3, the screw 43 is rotationally driven together with the rotary shaft 42 by a hydraulic motor 46, and the soft mud and the like taken in from the lower end is discharged from an upper discharge port 47. As shown in FIG. 2, a discharge pipe 70 including a pressurizing pump 50 that is rotationally driven by a hydraulic motor 46 and an air nozzle 60 that injects compressed air is connected downstream of the discharge port 47. Is composed of a flexible pipe, and is connected from the dredger 90 to a remote destination. A plurality of pairs of left and right drum cutters 30, 30 and the like are symmetrically arranged on both sides of the lower end of the vertical screw conveyor 40, and fixed by supports 22 protruding from the elevating frame body 20A.

【0008】ドラムカッタ30は、図2に示すように、
4個とも水平な回転軸31回りに回転するドラム32の
外周に略等間隔に先端が鋭利な板状のカッタ33を回転
軸31と平行に着脱自在に取り付けたものである。回転
軸31の両端を軸承する軸受31aは前述のサポート2
2に固設される。ドラム32の回転方向は図2の右下の
ものは時計回り、右上のものは反時計回りとし、左半分
は各々の逆方向回りとする。従って、下側のドラム32
のカッタ33で掘削された泥土はそのまま上方に持ち上
げられ、そのまま竪型スクリュコンベヤ40下端の取り
入れ口より取り込まれる。また、上側のドラム32では
外側の泥土を掘削し、そのまま反転して斜め下方へ送ら
れ、最下部のドラム32へ到達して前述の手順で竪型ス
クリュコンベヤ40へ取り込まれる。ドラム32は各々
独立して設けられた油圧モータ(図示せず)によって回
転駆動される。ドラム32の回転数は10〜20rpm
程度とし、泥土の硬軟によって調整する(一般に硬い泥
土では低くする)。
The drum cutter 30, as shown in FIG.
All four are equipped with plate-shaped cutters 33 having sharp tips at substantially equal intervals on the outer periphery of a drum 32 that rotates around a horizontal rotation shaft 31 in parallel with the rotation shaft 31 in a removable manner. The bearing 31a that supports both ends of the rotary shaft 31 is the support 2 described above.
It is fixed to 2. In the rotation direction of the drum 32, the lower right one in FIG. 2 is clockwise, the upper right one is counterclockwise, and the left half is in the opposite direction. Therefore, the lower drum 32
The mud excavated by the cutter 33 is lifted up as it is and is taken as it is from the intake port at the lower end of the vertical screw conveyor 40. Further, the outer mud is excavated in the upper drum 32, inverted as it is and sent obliquely downward, reaches the lowermost drum 32, and is taken into the vertical screw conveyor 40 by the above-described procedure. The drums 32 are rotationally driven by hydraulic motors (not shown) provided independently of each other. The rotation speed of the drum 32 is 10 to 20 rpm
Adjust the level according to the hardness of the mud (generally lower for hard mud).

【0009】一方、図3〜図5に示したものは本発明の
他の実施例であり、図2の実施例と異なる点について述
べると、ドラムカッタ30のドラム32は回転軸31を
軸受31aを介して軸承する前後2本のサポート22、
22の間に挟まれた本体ドラム32aとサポート22よ
り外側へ張り出した部分をカバーするお椀状の部分とで
形成された張出しドラム32bとがあり、カッタ33は
板状のものではなく棒状の突起をドラム32の外表面に
複数個格子状、もしくは千鳥状に配設したものである。
ドラム32の回転駆動は、図3に示すように、昇降枠体
20Aに固設した油圧モータ34によりチェン34aお
よび一対のスプロケット34b、34bを介して上側の
ドラム32と下側のドラム32を同一回転方向に駆動す
る。本実施例では、図2の実施例では油圧モータ34が
ドラム32の数の4個必要であるのに対して、2個で済
むという利点があり、サポート22の外側にも回転軸3
1を共通とする張出しドラム32bがあるので掘削範囲
が広いという利点がある。
On the other hand, what is shown in FIGS. 3 to 5 is another embodiment of the present invention, and the difference from the embodiment of FIG. 2 will be described. The drum 32 of the drum cutter 30 has a rotating shaft 31 and a bearing 31a. Front and rear supports 22, which are supported via
There is a main body drum 32a sandwiched between 22 and a projecting drum 32b formed by a bowl-shaped portion covering a portion projecting outward from the support 22, and the cutter 33 is not a plate-shaped one but a rod-shaped projection. The drums 32 are arranged on the outer surface of the drum 32 in a grid pattern or in a zigzag pattern.
As shown in FIG. 3, the drum 32 is driven to rotate so that the upper drum 32 and the lower drum 32 are the same through a chain 34a and a pair of sprockets 34b, 34b by a hydraulic motor 34 fixed to the elevating frame 20A. Drive in the direction of rotation. In the present embodiment, the number of the hydraulic motors 34 required in the embodiment shown in FIG. 2 is four, whereas the number of the hydraulic motors 34 is four.
There is an advantage that the excavation range is wide because there is the overhanging drum 32b having the same number 1.

【0010】以上のように構成された本発明の浚渫装置
100の作動について説明する。本発明の浚渫装置10
0を搭載した浚渫船90を浚渫現場まで回航し、停船し
た後、ウインチ巻上機20を操作して昇降枠体20Aを
水平に保持したまま静かに海中へ降下させる。下端側の
ドラムカッタ30が海底へ着床したあとドラム32を回
転駆動する。ドラム32の回転駆動により海底の泥土は
掘削されるとともに、ドラムカッタ30は少しずつ泥土
層に沈下し、やがてすべてのドラムカッタ30が泥土層
に埋没するとともに、上段のドラムカッタ30で掘削・
流動化した泥土は下方へ移動し、下段のドラムカッタ3
0でさらに竪型スクリュコンベヤ40の取り入れ口へ送
られ、竪型スクリュコンベヤ40の内部へ吸引される。
このようにして、竪型スクリュコンベヤ40内に入った
泥土はスクリュ43の回転により上昇し、排出口47よ
り排出されて加圧ポンプ50へ入り昇圧されて図示しな
い逆止弁を経由して排送管70へ圧送され、排送管70
の入口部に配設されたエアノズル(エジェクタ)60か
ら注入される圧縮エアによりプラグ輸送(栓輸送)さ
れ、遠距離輸送される。
The operation of the dredging device 100 of the present invention constructed as above will be described. Dredge device 10 of the present invention
The dredger 90 equipped with 0 is circulated to the dredging site, and after stopping, the winch hoisting machine 20 is operated to gently drop the lifting frame 20A horizontally into the sea. After the drum cutter 30 on the lower end side has landed on the seabed, the drum 32 is rotationally driven. The mud on the seabed is excavated by the rotation drive of the drum 32, and the drum cutter 30 gradually sinks into the mud layer, and eventually all the drum cutters 30 are buried in the mud layer, and the upper-layer drum cutter 30 excavates and
The fluidized mud moves downward, and the lower drum cutter 3
At 0, it is further sent to the intake port of the vertical screw conveyor 40 and sucked into the vertical screw conveyor 40.
In this way, the mud that has entered the vertical screw conveyor 40 rises due to the rotation of the screw 43, is discharged from the discharge port 47, enters the pressurizing pump 50, is pressurized, and is discharged via a check valve (not shown). It is pressure-fed to the delivery pipe 70, and the delivery pipe 70
The compressed air injected from the air nozzle (ejector) 60 arranged at the inlet of the plug is transported by plug (transport by plug) and transported over a long distance.

【0011】本発明の浚渫装置100は、左右対称に配
設されたドラムカッタ30で海底の泥土層を掘削するの
で、掘削時の反力のうち水平方向の反力は相殺されて垂
直方向の反力だけを浚渫装置100は受けるだけである
から、浚渫装置100を搭載した浚渫船90は横移動が
防止され、ポンプ浚渫船などのようにスイングワイヤ、
スパッドなどが不要となる。また、第2の発明では、ド
ラムカッタは下方が先細に配設されており浚渫時初期の
泥土層への埋没が比較的容易であり、作業能率が向上す
る。
Since the dredging device 100 of the present invention excavates the mud layer on the seabed with the drum cutters 30 arranged symmetrically, the horizontal reaction force of the reaction force during excavation is offset and the vertical reaction force is offset. Since the dredging device 100 only receives the reaction force, the dredger 90 equipped with the dredging device 100 is prevented from moving laterally, and swing wires, such as a pump dredger,
No need for spuds. Further, in the second aspect of the invention, the drum cutter is tapered downward, so that the drum cutter is relatively easy to be buried in the mud layer at the initial stage of dredging, and the work efficiency is improved.

【0012】[0012]

【発明の効果】以上述べたように、本発明の浚渫装置で
は、取込口を海底の泥土層内へ容易に沈下した後浚渫範
囲を拡大するので、余水の少ない泥土を高濃度で連続的
に揚泥することができ、高能率であるばかりでなく、ス
イングワイヤなどを省略しうるから他の船舶の航行を阻
害することなく操業することができる。
As described above, in the dredging device of the present invention, since the dredging range is expanded after the intake port is easily submerged in the mud layer on the seabed, the mud with a small amount of residual water can be continuously supplied at a high concentration. In addition to being highly efficient, it can be operated efficiently without obstructing the navigation of other vessels because it can omit swing wires and the like.

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

【図1】本発明の実施例に係る浚渫装置の全体概略側面
図である。
FIG. 1 is an overall schematic side view of a dredging device according to an embodiment of the present invention.

【図2】本発明の実施例に係る浚渫装置の要部側面図で
ある。
FIG. 2 is a side view of a main part of the dredging device according to the embodiment of the present invention.

【図3】本発明の他の実施例に係る浚渫装置の要部側面
図である。
FIG. 3 is a side view of a main portion of a dredging device according to another embodiment of the present invention.

【図4】図3のA−A視の側面図である。FIG. 4 is a side view taken along the line AA of FIG.

【図5】図3のB−B視の断面平面図である。5 is a cross-sectional plan view taken along the line BB of FIG.

【図6】本発明の実施例に係る竪型スクリュコンベヤの
全体縦断面図である。
FIG. 6 is an overall vertical sectional view of a vertical screw conveyor according to an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10 櫓 10a 滑車 20 ウインチ巻上機 20A 昇降枠体 20a ワイヤロープ 20b 滑車 22 サポート 30 ドラムカッタ 31 回転軸 31a 軸受 32 ドラム 32a 本体ドラム 32b 張出しドラム 33 カッタ 34 油圧モータ 34a チェン 34b スプロケット 35 チェンカバー 40 竪型スクリュコンベヤ 41 ケーシング 42 回転軸 43 スクリュ 44 軸受 45 軸受 46 油圧モータ 47 排出口 48 ガイド溝 49 支持板 50 加圧ポンプ 60 エアノズル 70 排送管 90 浚渫船 100 浚渫装置 10 Turret 10a Pulley 20 Winch Hoisting Machine 20A Elevating Frame 20a Wire Rope 20b Pulley 22 Support 30 Drum Cutter 31 Rotating Shaft 31a Bearing 32 Drum 32a Main Drum 32b Overhanging Drum 33 Cutter 34 Hydraulic Motor 34a Chain 34b Sprocket 35 Sprocket 40 Type Screw conveyor 41 Casing 42 Rotating shaft 43 Screw 44 Bearing 45 Bearing 46 Hydraulic motor 47 Discharge port 48 Guide groove 49 Support plate 50 Pressurizing pump 60 Air nozzle 70 Discharge pipe 90 Dredger 100 Dredging device

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 浚渫船に装備されウインチ巻上機により
上下方向昇降自在な昇降枠体に懸架された浚渫装置であ
って、 該浚渫装置は竪型スクリュコンベヤと、該竪型スクリュ
コンベヤの排出口に接続する圧送ポンプと、圧縮エアを
注入するエアノズルを備えた排送管と、前記昇降枠体に
固設され該竪型スクリュコンベヤの下端部両側に左右対
称に配設された複数組のドラムカッタとから形成され、 該ドラムカッタは水平軸回りに回転駆動されるドラムの
外周に略等間隔に複数個のカッタを突設した浚渫装置。
1. A dredging device mounted on a dredger and suspended on an elevating frame which can be vertically moved up and down by a winch hoist, the dredging device being a vertical screw conveyor and a discharge port of the vertical screw conveyor. And a discharge pipe provided with an air nozzle for injecting compressed air, and a plurality of sets of drums which are fixed to the elevating frame and are symmetrically arranged on both sides of the lower end of the vertical screw conveyor. A dredging device which is formed of a cutter, and the drum cutter has a plurality of cutters protruding from the outer periphery of a drum which is driven to rotate about a horizontal axis at substantially equal intervals.
【請求項2】 ドラムカッタの高さが高くなるにしたが
って一対の両ドラムカッタの軸間距離を拡大したことを
特徴とする請求項1記載の浚渫装置。
2. The dredging device according to claim 1, wherein the axial distance between the pair of both drum cutters is increased as the height of the drum cutters is increased.
JP5894094A 1994-03-29 1994-03-29 Dredging equipment Pending JPH07268900A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5894094A JPH07268900A (en) 1994-03-29 1994-03-29 Dredging equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5894094A JPH07268900A (en) 1994-03-29 1994-03-29 Dredging equipment

Publications (1)

Publication Number Publication Date
JPH07268900A true JPH07268900A (en) 1995-10-17

Family

ID=13098839

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5894094A Pending JPH07268900A (en) 1994-03-29 1994-03-29 Dredging equipment

Country Status (1)

Country Link
JP (1) JPH07268900A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018117840A1 (en) * 2016-12-23 2018-06-28 Carpdredging Ip B.V. Excavation installation
JP2019078018A (en) * 2017-10-20 2019-05-23 国立大学法人 東京大学 Mining device, marine resources lifting device provided with the same and marine resources lifting method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018117840A1 (en) * 2016-12-23 2018-06-28 Carpdredging Ip B.V. Excavation installation
JP2019078018A (en) * 2017-10-20 2019-05-23 国立大学法人 東京大学 Mining device, marine resources lifting device provided with the same and marine resources lifting method

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