JP2798163B2 - Dredging equipment - Google Patents

Dredging equipment

Info

Publication number
JP2798163B2
JP2798163B2 JP26475492A JP26475492A JP2798163B2 JP 2798163 B2 JP2798163 B2 JP 2798163B2 JP 26475492 A JP26475492 A JP 26475492A JP 26475492 A JP26475492 A JP 26475492A JP 2798163 B2 JP2798163 B2 JP 2798163B2
Authority
JP
Japan
Prior art keywords
screw conveyor
vertical screw
dredging
excavating
excavator
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
JP26475492A
Other languages
Japanese (ja)
Other versions
JPH06116976A (en
Inventor
潔 杭岡
良一 山本
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 JP26475492A priority Critical patent/JP2798163B2/en
Publication of JPH06116976A publication Critical patent/JPH06116976A/en
Application granted granted Critical
Publication of JP2798163B2 publication Critical patent/JP2798163B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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,たとえば,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 1. Field of the Invention The present invention relates to a dredging apparatus used for dredging soft mud such as sludge deposited on the sea floor, lakes, marshes, rivers, ports and intakes of 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,軟泥を水と共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 apparatus, there is a pump type. In this pump-type dredging apparatus, 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 sea or lake, so that the soft mud is sucked up together with the water. The dredged ooze is transported to landfills mainly through pipelines. In landfills, after sedimentation of the mud, the sewage is treated with a coagulant and 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。そのため,本出願人は,竪型スクリュコンベヤ
の下端にインレット・カッタを備えたインレット装置お
よび集泥フードを具備した浚渫装置を提案した(特願平
2−116881号,特願平2−145303号,特願
平2−145304号等)。これらの浚渫装置は海底の
軟泥層の中に取込口が埋没し海水の侵入をできるだけ防
止しつつ,軟泥のみを吸入することができる優れた浚渫
装置であるが,軟泥層が固結した泥土から構成された比
較的硬いものである場合には,インレット装置のインレ
ット・カッタのみでは掘削は出来てもその後の充分な撹
拌流動化ができないという欠点があった。
However, in the above-mentioned conventional dredging apparatus, the amount of water sucked up at the same time as the ooze is too large, and a large-capacity disposal site is required. However, there is a disadvantage that the For this reason, the present applicant has proposed an inlet device provided with an inlet cutter at the lower end of a vertical screw conveyor and a dredging device provided with a mud collecting hood (Japanese Patent Application Nos. 2-116881 and 2-145303). , Japanese Patent Application No. 2-145304). These dredging devices are excellent dredging devices that can suck only the ooze, while the intake is buried in the ooze layer on the seabed to prevent intrusion of seawater as much as possible. However, in the case of a relatively hard material composed of the above, there is a drawback that even if excavation can be performed only with the inlet cutter of the inlet device, sufficient stirring and fluidization cannot be performed thereafter.

【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傾動するラダーの先端に配設され
た浚渫装置であって,該ラダーの先端に水平軸回りにピ
ン接合され油圧シリンダを介して傾動自在に設けられた
架台と,該架台に固設され下端部に開口を有する竪型ス
クリュコンベヤと,該竪型スクリュコンベヤ下端部の周
囲に配設され該架台に軸承立設された回転自在な複数本
の掘削機と,前記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
えた排送管とから形成され,該各々の掘削機は半径方向
複数個に突出し,かつ,上下方向適当間隔離間した複数
段の掘削カッタを備え,該掘削カッタの先端は各々隣接
する掘削機の掘削カッタの上下間間隙に挾在突出して配
設した。
SUMMARY OF THE INVENTION In order to solve these problems, a dredging device according to the present invention is a dredging device which is mounted on a dredger and is disposed at the tip of a rudder tilted by a winch hoist. A pedestal fixedly mounted on the pedestal and having an opening at a lower end thereof, a vertical screw conveyor fixed to the end of the ladder by a pin connected around a horizontal axis, and being tiltable via a hydraulic cylinder; It comprises a plurality of rotatable excavators arranged around the lower end and supported on the gantry, a pressure pump connected to a discharge port of the vertical screw conveyor, and an air nozzle for injecting compressed air. And each of the excavators is provided with a plurality of excavating cutters projecting in a plurality of radial directions and vertically spaced apart from each other at an appropriate distance from each other. Tsu was disposed to 挾在 projects up and down between the gap of data.

【0005】[0005]

【作用】本発明の浚渫装置は,竪型スクリュコンベヤ下
端部に周設した複数の掘削機の掘削カッタの回転により
軟泥層を切断掘削し,互いにオーバラップして回転する
隣接の掘削カッタの回転により流動化を図るとともに,
軟泥中に混在する異物は掘削カッタにより排除されなが
ら軟泥は竪型スクリュコンベヤの下端開口より移送上昇
し,排出口より圧送ポンプで加圧され,圧縮空気の注入
により排送管中を空気搬送され遠隔の目的地へ輸送され
る。
The dredging apparatus according to the present invention cuts and excavates the soft mud layer by the rotation of the excavating cutters of a plurality of excavators provided around the lower end of the vertical screw conveyor, and rotates the adjacent excavating cutters which rotate while overlapping each other. To increase liquidity,
The foreign matter mixed in the ooze is removed by the excavator while the ooze is transported upward from the lower end opening of the vertical screw conveyor, pressurized from the discharge port by the pressure pump, and conveyed through the discharge pipe by compressed air injection. Transported to remote destination.

【0006】軟泥が硬く,あるいは粘着性が強い場合に
は,運転の継続とともに掘削カッタの上下間の間隙に軟
泥がブリッジ状に付着し発達してダンゴ状になり掘削カ
ッタの掘削機能が低下する。この場合の対策として,こ
の上下間間隙に隣接の掘削カッタが掃過して清掃作用を
兼ねつつ掘削する。また,この間隙間に別の掘削カッタ
が入り込むことによって流動化を促進する。異物が間隙
間に入り込んだときには,隣接の掘削カッタがこれを払
い除ける作用を行なう。
If the soft mud is hard or highly sticky, the soft mud adheres to the gap between the upper and lower parts of the excavator in a bridge-like manner and develops into a dango-like shape as the continuation of the operation, and the excavating function of the excavator decreases. . As a countermeasure in this case, an excavating cutter adjacent to the upper and lower gaps sweeps and excavates while also performing a cleaning action. In addition, fluidization is promoted by another drilling cutter entering the gap. When foreign matter enters the gap, the adjacent excavating cutter acts to remove it.

【0007】[0007]

【実施例】以下,図面に基づいて本発明の実施例の詳細
を説明する。図1〜図4は,本発明の実施例に係り,図
1は浚渫船の全体側面図,図2は浚渫装置の側面図,図
3は浚渫装置の平面図,図4は本発明の浚渫装置の実施
例を示す作業説明図である。
Embodiments of the present invention will be described below in detail with reference to the drawings. 1 to 4 relate to an embodiment of the present invention. FIG. 1 is an overall side view of a dredger, FIG. 2 is a side view of a dredging apparatus, FIG. 3 is a plan view of a dredging apparatus, and FIG. It is a work explanatory view showing an example of.

【0008】図において,1は浚渫船,10は浚渫装
置,20はラダー,30はウインチ巻上機,32はワイ
ヤロープ,40は竪型スクリュコンベヤ,50は架台,
60は掘削機,62は掘削カッタ,70は圧送ポンプ,
80はエアノズル,90は排送管である。ラダー20は
浚渫船1に水平軸により傾動(俯仰)自在に接合され,
他端を浚渫船1内に装備したウインチ巻上機30のワイ
ヤロープ32により連結支持される。ラダー20の先端
には水平のピン22により,二又に分岐した架台50が
ピン接合され,ラダー20と架台50との間にピン接合
された姿勢制御用の油圧シリンダ52のピストンロッド
52aの伸退動により架台50の傾動を制御できるよう
に構成される。架台50の二又部分には図2に示すよう
に竪型スクリュコンベヤ40の下端がラダー20より遠
ざかるように傾斜させて架台に固設されるとともに,上
端に水中電動機42を備えた竪型スクリュコンベヤ40
の下端を取り囲むようにして複数(図2,図3の実施例
では5本)の掘削機60が,図2に示すように,実稼動
状態で鉛直になるように配設される。したがって,掘削
機60と竪型スクリュコンベヤ40とは斜交して配置さ
れる。掘削機60は架台50に軸受を介して軸承される
とともに下方に突出した回転軸64には放射方向に水平
に突出する複数個(図3の実施例では3個)の掘削カッ
タ62が上下方向等間隔に複数段(図2の実施例では3
段または4段)設けられる。
In the drawing, 1 is a dredger, 10 is a dredging device, 20 is a ladder, 30 is a winch hoist, 32 is a wire rope, 40 is a vertical screw conveyor, 50 is a gantry,
60 is an excavator, 62 is an excavator, 70 is a pump,
80 is an air nozzle, 90 is a discharge pipe. The rudder 20 is joined to the dredger 1 so that it can be freely tilted (elevated) by a horizontal axis.
The other end is connected and supported by a wire rope 32 of a winch hoisting machine 30 installed in the dredger 1. A bifurcated gantry 50 is pin-joined to the tip of the ladder 20 by a horizontal pin 22, and the extension of a piston rod 52 a of a posture control hydraulic cylinder 52 pin-joined between the ladder 20 and the gantry 50. The tilting of the gantry 50 can be controlled by the retreat. As shown in FIG. 2, the lower end of the vertical screw conveyor 40 is fixedly mounted on the fork at the fork of the mount 50 so that the lower end of the vertical screw conveyor 40 is away from the ladder 20, and a submersible motor 42 is provided on the upper end. Conveyor 40
A plurality of (five in the embodiment of FIGS. 2 and 3) excavators 60 are disposed so as to surround the lower end of the excavator so as to be vertical in an actual operation state, as shown in FIG. Therefore, the excavator 60 and the vertical screw conveyor 40 are arranged obliquely. The excavator 60 is supported on the gantry 50 via bearings, and a plurality of (three in the embodiment of FIG. 3) excavating cutters 62 projecting horizontally in the radial direction on the rotating shaft 64 projecting downward. A plurality of stages at equal intervals (3 in the embodiment of FIG. 2)
Stage or four stages).

【0009】掘削カッタ62の各々はそれぞれ隣接する
掘削機60の掘削カッタ62の上下の間隙へ入り込むよ
うに配設され,図3に示すように,ひとつの掘削機60
の掘削カッタ62の掃過する領域(掃過円)は他の掘削
機60の掘削カッタ62の掃過円の内部に入り,オーバ
ラップする。このような掘削カッタ62を植設した回転
軸64は掘削機60の頂部に設けた油圧モータ66によ
り同一方向に回転駆動される。そして,その回転方向は
軟泥層の谷より山側に向かって回転する。その理由は折
角掘削し流動化した軟泥を谷側へ散らして回収不能とな
らないよう軟泥層の密な山側へ寄せて竪型スクリュコン
ベヤ40で取り込むためである。図4は浚渫進行方向と
掘削カッタ回転方向の関係を示す作業説明図で,図4
(a)は平面図,図4(b)は縦断面図である。
Each of the excavating cutters 62 is disposed so as to enter a gap above and below the excavating cutter 62 of the adjacent excavating machine 60, and as shown in FIG.
The area (sweeping circle) of the excavating cutter 62 of the other excavator 60 enters the sweeping circle of the excavating cutter 62 of another excavator 60 and overlaps. The rotary shaft 64 on which the excavating cutter 62 is implanted is driven to rotate in the same direction by a hydraulic motor 66 provided on the top of the excavator 60. And the direction of rotation rotates toward the mountain side from the valley of the ooze layer. The reason is that the ooze muddy and fluidized is scattered to the valley side and brought to the dense hill side of the ooze layer to be taken in by the vertical screw conveyor 40 so as not to be unrecoverable. FIG. 4 is a work explanatory diagram showing the relationship between the dredging progress direction and the excavating cutter rotation direction.
4A is a plan view, and FIG. 4B is a longitudinal sectional view.

【0010】次に,以上のように構成された浚渫装置の
作動について説明する。本発明の浚渫装置10を搭載し
た浚渫船1を浚渫現場まで回航し,停船した後,浚渫船
後部は,浚渫船固定および前進用ワイヤ2かまたはスト
ッパにより固定し,さらに,浚渫船をスイングするため
に,ラダーの左右にスイング用ワイヤ3を張る(海底に
アンカを設置する)。ウインチ巻上機30を操作してラ
ダー20を傾動下降させ,浚渫装置10を軟泥層中へ埋
没させる。そして,姿勢制御用の油圧シリンダ52を操
作して架台50を掘削機60が垂直となるよう傾動して
固定する。その後,運転状態に入り竪型スクリュコンベ
ヤ40の水中電動機42を駆動し,圧送ポンプ70の駆
動やエアノズル80への圧縮空気の供給を行ないなが
ら,各掘削機60の油圧モータ66を回転駆動し,浚渫
方向に低速で浚渫装置10をスイングさせる。まず,軟
泥層中の軟泥は掘削カッタ62により切断掘削され,つ
いで互いに隣接の掘削カッタ62により撹拌流動化が行
なわれるとともに,軟泥中に含有された異物は掘削カッ
タ62の回転に随伴して掘削カッタ62の周辺へ排除さ
れる。また,特に粘着性の強い軟泥が掘削カッタ62の
上下間間隙に付着発達するのを隣接の掘削カッタ62が
取り除き清掃作用を行なう。以上のようにして掘削さ
れ,撹拌流動化した軟泥は各掘削機60の中心に位置す
る竪型スクリュコンベヤ40の下端開口44より取り込
まれ,竪型スクリュコンベヤ40内を上昇移動し,上端
部の排出口から圧送ポンプ70およびエアノズル80を
具備した排送管90を移送され遠隔の目的地へ空気搬送
される。なお,エアノズル80から注入される圧縮空気
により排送管90内の軟泥が圧送ポンプ70側へ逆行し
ないよう圧送ポンプ70とエアノズル付排送管90との
間に逆止弁を設けることもできる。浚渫装置10の掘削
カッタ62はできるだけ軟泥層中の軟泥で被覆されるよ
うウインチ巻上機30を操作して浚渫装置10の高さを
調整すると軟泥の取り残しを少なくし,取り込まれる海
水量が少なくなる。
Next, the operation of the dredging device configured as described above will be described. After the dredger 1 equipped with the dredging device 10 of the present invention circulates to the dredging site and stops, the rear part of the dredger is fixed with the dredger fixing and advancing wire 2 or a stopper, and furthermore, a ladder is used to swing the dredger. A swing wire 3 on the left and right sides of the vehicle (install anchors on the sea floor). The ladder 20 is tilted down by operating the winch hoisting machine 30, and the dredging device 10 is buried in the soft mud layer. Then, the gantry 50 is tilted and fixed so that the excavator 60 becomes vertical by operating the hydraulic cylinder 52 for attitude control. Thereafter, the operation state is entered, and the underwater motor 42 of the vertical screw conveyor 40 is driven to drive the hydraulic pump 66 and supply the compressed air to the air nozzle 80, while rotating the hydraulic motor 66 of each excavator 60, The dredging device 10 is swung at a low speed in the dredging direction. First, the ooze in the ooze layer is cut and excavated by the excavation cutter 62, and then the fluid is stirred and fluidized by the excavation cutters 62 adjacent to each other, and foreign matter contained in the ooze is excavated along with the rotation of the excavation cutter 62. It is removed to the vicinity of the cutter 62. In addition, the adjacent excavating cutter 62 removes particularly viscous soft mud from adhering and developing in the gap between the upper and lower parts of the excavating cutter 62 and performs a cleaning action. The ooze excavated and stirred and fluidized as described above is taken in from the lower end opening 44 of the vertical screw conveyor 40 located at the center of each excavator 60, moves upward in the vertical screw conveyor 40, and moves at the upper end. A discharge pipe 90 provided with a pressure pump 70 and an air nozzle 80 is transferred from the discharge port and pneumatically conveyed to a remote destination. A check valve may be provided between the pressure pump 70 and the discharge pipe 90 with an air nozzle so that the soft mud in the discharge pipe 90 does not move backward to the pressure pump 70 due to the compressed air injected from the air nozzle 80. When the height of the dredging device 10 is adjusted by operating the winch hoisting machine 30 so that the excavating cutter 62 of the dredging device 10 is covered with the ooze in the ooze layer as much as possible, the residual amount of the ooze is reduced and the amount of seawater taken in is reduced. Become.

【0011】以上説明したように,本発明によれば,正
常運転状態で異物を排除した軟泥のみを高濃度で,か
つ,余水をあまり伴わずに捕集し輸送できるとともに,
掘削カッタ上下間間隙に目詰りを起こすことを極力防止
できるので,連続安定運転を維持し高能率作業を達成で
きる。
[0011] As described above, according to the present invention, it is possible to collect and transport only the ooze from which foreign substances have been removed in a normal operation state at a high concentration and without much residual water.
Clogging of the gap between the top and bottom of the excavator can be prevented as much as possible, so that continuous stable operation can be maintained and high efficiency work can be achieved.

【0012】[0012]

【発明の効果】以上の通り,本発明の浚渫装置によれ
ば,固結した泥土や粘着性の強い軟泥層であっても掘削
カッタで切断,撹拌,流動化,異物排除,付着泥の除去
ができるので,余水の少ない高濃度の浚渫が可能とな
り,連続安定運転が達成され,作業効率が向上する。
As described above, according to the dredging device of the present invention, cutting, agitation, fluidization, foreign matter removal, and removal of adhering mud, even with hardened mud or soft muddy layer, with an excavating cutter can be performed. As a result, dredging of high concentration with little residual water becomes possible, continuous stable operation is achieved, and work efficiency is improved.

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

【図1】本発明に係る実施例を示す浚渫船の全体縦断面
図である。
FIG. 1 is an overall vertical sectional view of a dredger showing an embodiment according to the present invention.

【図2】本発明に係る浚渫装置の実施例を示す側面図で
ある。
FIG. 2 is a side view showing an embodiment of the dredging device according to the present invention.

【図3】本発明に係る浚渫装置の実施例を示す平面図で
ある。
FIG. 3 is a plan view showing an embodiment of the dredging device according to the present invention.

【図4】本発明に係る浚渫装置の実施例を示す作業説明
図である。
FIG. 4 is a work explanatory view showing an embodiment of the dredging device according to the present invention.

【符号の説明】[Explanation of symbols]

1 浚渫船 2 浚渫船固定・前進ワイヤ(クリスマスツリー) 3 スイングワイヤ 10 浚渫装置 20 ラダー 22 ピン 30 ウインチ巻上機 32 ワイヤロープ 40 竪型スクリュコンベヤ 42 水中電動機 44 開口 50 架台 52 油圧シリンダ 52a ピストンロッド 60 掘削機 62 掘削カッタ 64 回転軸 66 油圧モータ 70 圧送ポンプ 72 水中電動機 80 エアノズル 90 排送管 DESCRIPTION OF SYMBOLS 1 Dredge 2 Dredge fixing / advancing wire (Christmas tree) 3 Swing wire 10 Dredge 20 Ladder 22 Pin 30 Winch hoist 32 Wire rope 40 Vertical screw conveyor 42 Underwater motor 44 Opening 50 Mount 52 Hydraulic cylinder 52a Piston rod 60 Excavation Machine 62 Drilling cutter 64 Rotary shaft 66 Hydraulic motor 70 Pressure pump 72 Underwater motor 80 Air nozzle 90 Discharge pipe

フロントページの続き (56)参考文献 特開 平4−38331(JP,A) 特開 平4−38332(JP,A) 特開 平4−14528(JP,A) 実開 平1−167450(JP,U) (58)調査した分野(Int.Cl.6,DB名) E02F 3/88Continuation of the front page (56) References JP-A-4-38331 (JP, A) JP-A-4-38332 (JP, A) JP-A-4-14528 (JP, A) JP-A-1-167450 (JP) , U) (58) Fields surveyed (Int. Cl. 6 , DB name) E02F 3/88

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 浚渫船に装備されウインチ巻上機により
傾動するラダーの先端に配設された浚渫装置であって, 該ラダーの先端に水平軸回りにピン接合され油圧シリン
ダを介して傾動自在に設けられた架台と,該架台に固設
され下端部に開口を有する竪型スクリュコンベヤと,該
竪型スクリュコンベヤ下端部の周囲に配設され該架台に
軸承立設された回転自在な複数本の掘削機と,前記竪型
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から形成
され, 該各々の掘削機は半径方向複数個に突出し,かつ,上下
方向適当間隔離間した複数段の掘削カッタを備え,該掘
削カッタの先端は各々隣接する掘削機の掘削カッタの上
下間間隙に挾在突出して配設した浚渫装置。
1. A dredging device provided at a tip of a rudder mounted on a dredge and tilted by a winch hoist, which is pin-joined to a tip of the rudder around a horizontal axis and is tiltable via a hydraulic cylinder. A pedestal provided, a vertical screw conveyor fixed to the pedestal and having an opening at a lower end, and a plurality of rotatable shafts arranged around the lower end of the vertical screw conveyor and supported by the gantry. Excavator, a pressure pump connected to a discharge port of the vertical screw conveyor, and a discharge pipe having an air nozzle for injecting compressed air, each of which extrudes in a plurality of radial directions, A dredging device comprising a plurality of stages of excavating cutters which are vertically spaced apart from each other at an appropriate interval, and the tip of each of the excavating cutters is disposed so as to be interposed and protruded in a vertical gap between excavating cutters of adjacent excavators.
JP26475492A 1992-10-02 1992-10-02 Dredging equipment Expired - Lifetime JP2798163B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26475492A JP2798163B2 (en) 1992-10-02 1992-10-02 Dredging equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26475492A JP2798163B2 (en) 1992-10-02 1992-10-02 Dredging equipment

Publications (2)

Publication Number Publication Date
JPH06116976A JPH06116976A (en) 1994-04-26
JP2798163B2 true JP2798163B2 (en) 1998-09-17

Family

ID=17407725

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26475492A Expired - Lifetime JP2798163B2 (en) 1992-10-02 1992-10-02 Dredging equipment

Country Status (1)

Country Link
JP (1) JP2798163B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101802263B1 (en) 2010-06-18 2017-11-28 노틸러스 미네랄즈 퍼시픽 피티 리미티드 Method and apparatus for auxilary seafloor mining

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101802263B1 (en) 2010-06-18 2017-11-28 노틸러스 미네랄즈 퍼시픽 피티 리미티드 Method and apparatus for auxilary seafloor mining

Also Published As

Publication number Publication date
JPH06116976A (en) 1994-04-26

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