JPH07268901A - Dredging device - Google Patents

Dredging device

Info

Publication number
JPH07268901A
JPH07268901A JP5894194A JP5894194A JPH07268901A JP H07268901 A JPH07268901 A JP H07268901A JP 5894194 A JP5894194 A JP 5894194A JP 5894194 A JP5894194 A JP 5894194A JP H07268901 A JPH07268901 A JP H07268901A
Authority
JP
Japan
Prior art keywords
drum
mud
screw conveyor
vertical screw
drum 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
JP5894194A
Other languages
Japanese (ja)
Inventor
Takeshi Watanabe
武志 渡辺
Kunio Takeya
国男 武谷
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 JP5894194A priority Critical patent/JPH07268901A/en
Publication of JPH07268901A publication Critical patent/JPH07268901A/en
Pending legal-status Critical Current

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  • Treatment Of Sludge (AREA)

Abstract

PURPOSE:To lift up mud with high concentration, and dispense with a swing wire by excavating and fluidizing a dirt bed on mud-earth layer by two pairs of drum cutters suspended from a raising-lowering frame body of a dredge, and taking it in by a vertical screw conveyor. CONSTITUTION:A pair of lower stage drum cutters 30 on both under sides of a vertical screw conveyor 40 suspended from a raising-lowering frame body 20A raised and lowered by a hoist and a pair of upper stage drum cutters 30 joined by links on the upper outsides of the lower stage drum cutters 30 so as to be freely tiltable, are respectively symmetrically arranged with each other. A tilting angle formed by the upper stage and lower stage drum cutters 30 is made large, and they are driven in rotation, and while excavating a dirt bed, they are settled and sunk in mud, and the tilting angle is made gradually small, and a dredging area is expanded. Fluidized mud is taken in from the lower end of the vertical screw conveyor 40, and plug transport is performed up to its destination by a pressurizing pump 50 of the raising-lowering frame body 20A. Since excavation is performed the inversely rotating bilaterally symmetrical drum cutters 30, horizontal directional reactions are offset to each other, and a lateral movement is prevented, so that a swing wire, a stopper or the like become unnecessary.

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 sludge and other soft mud accumulated at the intakes of rivers, ports 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
る加圧ポンプと、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固設された一対のドラ
ムカッタと、該ドラムカッタとリンク接合され該ドラム
カッタの上部外側に配設され垂直面内で傾動自在な少な
くとも左右一対のドラムカッタとから形成され、該ドラ
ムカッタの各々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板状または棒状のカッタを突
設した構成とした。
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 includes a vertical screw conveyor, a pressure pump connected to a discharge port of the vertical screw conveyor, a discharge pipe including an air nozzle for injecting compressed air, and a fixed installation on the elevating frame body. And a pair of drum cutters fixed symmetrically on both sides of the lower end of the vertical screw conveyor, and at least a left and right unit that is link-joined with the drum cutter and is disposed outside the upper portion of the drum cutter and tiltable in a vertical plane. The drum cutter is formed of a pair of drum cutters, and each of the drum cutters has a plurality of plate-like or rod-like cutters protruding from the outer periphery of a drum which is driven to rotate about a horizontal axis at substantially equal intervals.

【0005】[0005]

【作用】本発明の浚渫装置は、下段のドラムカッタに対
して上段のドラムカッタが形成する傾動角を大きくして
海底に着床させ、ドラムカッタを回転駆動してカッタの
泥土への剥離作用によって順次浚渫装置全体を泥土中へ
沈下埋没させながら徐々に傾動角を小さくして浚渫領域
を拡大し、掘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。
In the dredging device of the present invention, the tilt angle formed by the upper drum cutter is increased with respect to the lower drum cutter so that the drum cutter is landed on the seabed, and the drum cutter is rotationally driven to separate the cutter from the mud. By gradually submerging the entire dredging device into the mud, the tilting angle is gradually reduced to expand the dredging area, and the excavated and fluidized mud is sequentially taken in from the intake at the bottom of the vertical screw conveyor and vertically transport. 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7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は図2のA−A視の断面平面図、図
4は他の実施例に係るドラムカッタの断面平面図、図5
は海底沈下時の浚渫装置の側面図、図6は浚渫時の浚渫
装置の側面図、図7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10a、10aを経由しつつウインチ巻上機2
0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 7 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 FIG. 3 is a sectional plan view taken along line AA of FIG. FIG. 4 is a sectional plan view of a drum cutter according to another embodiment, and FIG.
6 is a side view of the dredging device at the time of submarine subsidence, FIG. 6 is a side view of the dredging device at the time of dredging, and FIG. 7 is an overall vertical cross-sectional view of the vertical screw conveyor. As shown in FIG. 2, the dredging device 100 includes a vertical screw conveyor 40 vertically suspended in the center of a horizontal elevating frame body 20A made of shaped steel having pulleys 20b attached to the upper surfaces of both ends, and its auxiliary equipment. It is composed of a certain pressurizing pump 50, a discharge pipe 70, an air nozzle 60 for injecting compressed air provided in the middle of the discharge pipe 70, and a plurality of left and right symmetrical drum cutters 30 supported by the elevating frame 20A. The dredging device 100 configured as described above is suspended on the elevating frame body 20A and the pulleys 20b at both ends of the elevating frame body 20A.
The wire rope 20a wound around is moved up and down. That is, as shown in FIG. 1, the wire rope 20a goes through the winch hoist 2 while passing through the pulleys 10a, 10a installed on the top of the tower 10 standing upright on the deck of the dredger 90.
Moves back and forth through 0.

【0007】竪型スクリュコンベヤ40は、図7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。即ち、下段のドラムカッタ30A、30Aは昇
降枠体20Aから垂下された2本のサポート22、22
で両端を支持された水平なサポート24の両端で軸受3
1aを介して回転軸31が軸支される。これに対して、
上段のドラムカッタ30B、30Bは左右対称にリンク
26を介して下段のドラムカッタ30A、30Aとリン
ク接合されるとともに、昇降枠体20Aにピン接合され
た油圧シリンダ34のピストンロッド34a先端とピン
接合され、ピストンロッド34aの進退動によりリンク
26の傾動角が変化し、その位置が変化する。
As shown in FIG. 7, the vertical screw conveyor 40 includes bearings 44, 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 and an air nozzle 60 that injects compressed air is connected downstream of the discharge port 47. It 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. That is, the lower drum cutters 30A, 30A are the two supports 22, 22 suspended from the elevating frame body 20A.
Bearing 3 at both ends of horizontal support 24 supported at both ends by
A rotary shaft 31 is pivotally supported via 1a. On the contrary,
The upper-stage drum cutters 30B and 30B are symmetrically linked to the lower-stage drum cutters 30A and 30A via the link 26, and are also pin-joined to the tip end of the piston rod 34a of the hydraulic cylinder 34 which is pin-joined to the elevating frame 20A. As the piston rod 34a moves back and forth, the tilt angle of the link 26 changes and its position changes.

【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。下段
のドラムカッタ30Aの回転軸31の両端を軸承する軸
受31aは前述のサポート24に固設される。これに対
して上段のドラムカッタ30Bの回転軸31はリンク2
6に軸受31aを介して軸承される。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
転して斜め下方に送られ、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. Bearings 31a that support both ends of the rotary shaft 31 of the lower drum cutter 30A are fixed to the support 24 described above. On the other hand, the rotary shaft 31 of the upper drum cutter 30B has the link 2
6 is supported by a bearing 31a. 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 mud excavated by the cutter 33 of the lower drum 32 is lifted up as it is and taken in as it is from the intake port at the lower end of the vertical screw conveyor 40. Also,
In the upper drum 32, the outer mud is excavated, inverted and sent obliquely downward, reaches the lowermost drum 32, and is taken into the vertical screw conveyor 40 by the procedure described above. The drums 32 are rotationally driven by hydraulic motors (not shown) provided independently of each other. The rotation speed of the drum 32 is set to about 10 to 20 rpm, and is adjusted by the hardness of the mud (generally lower in hard mud).

【0009】一方、図4に示したものは、本発明の他の
実施例を示すドラムカッタ30であり、図2〜図3の実
施例と異なる点について述べると、ドラム32は両側の
サポート24やリンク26で挟まれる本体ドラム32a
のほかに、サポート24やリンク26を貫通して突出し
た回転軸31に取り付けた張出しドラム32bを設けた
点とカッタ33として板状のものに代えて鋭利な先端を
有する棒状の突起からなるカッタ33とした点である。
このように構成することによって、図2〜図3のものに
比べてより広範囲な泥土の掘削ができるばかりでなく、
ドラム32の側面においても掘削効果が付与されるとい
う利点がある。
On the other hand, what is shown in FIG. 4 is a drum cutter 30 showing another embodiment of the present invention, and the difference from the embodiment of FIGS. 2 to 3 will be described. Body drum 32a sandwiched between links and links 26
In addition to the above, a cutter provided with an overhanging drum 32b attached to a rotary shaft 31 protruding through the support 24 or the link 26 and a bar-shaped protrusion having a sharp tip instead of a plate-shaped cutter 33 33.
With such a configuration, not only can mud be excavated in a wider range than those shown in FIGS. 2 and 3, but also
There is an advantage that the excavation effect is also given to the side surface of the drum 32.

【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、図5に示すように、上段ドラムカッタ30Bの傾
動面を大きくして、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
30B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30A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。ドラムカッタ30の泥土層への沈下が
進むにつれて、図6に示すように、前述の傾動角を小さ
くし、上段のドラムカッタ30Bを外側へ移動して浚渫
領域を拡大する。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
After circling the dredger 90 equipped with 0 to the dredging site and stopping the ship, as shown in FIG. 5, the tilting surface of the upper drum cutter 30B is increased and the winch hoisting machine 20 is operated to lift the lifting frame 20A. Hold horizontally and gently drop 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 rotational 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 30B excavates and flows. The converted mud moves downward and is further moved to the vertical screw conveyor 40 by the lower drum cutter 30A.
Of the vertical screw conveyor 40 and is sucked into the vertical screw conveyor 40. As the drum cutter 30 sinks into the mud layer, as shown in FIG. 6, the tilt angle is reduced and the upper drum cutter 30B is moved outward to enlarge the dredging area. 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). The compressed air that is pressure-fed to the feed pipe 70 and that is injected from the air nozzle (ejector) 60 provided at the inlet of the discharge pipe 70 is plug-transported (plugged) 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、浚渫作業の初期の泥
土層への沈下・埋没の際には、上段のドラムカッタを内
側へ移動できるから全体として先細となり泥土層への埋
没が容易であり、浚渫効率が高い。
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. In addition, when the soil is submerged or buried in the mud layer at the beginning of the dredging work, the drum cutter in the upper stage can be moved inward, so that it is tapered as a whole and can be easily buried in the mud layer, resulting in high dredging efficiency.

【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】図2のA−A視の断面平面図である。3 is a cross-sectional plan view taken along the line AA of FIG.

【図4】本発明の実施例に係るドラムカッタの断面平面
図である。
FIG. 4 is a cross-sectional plan view of a drum cutter according to an embodiment of the present invention.

【図5】本発明の浚渫装置の海底沈下時の側面図であ
る。
FIG. 5 is a side view of the dredging device of the present invention during subsidence.

【図6】本発明の浚渫装置の浚渫時の側面図である。FIG. 6 is a side view of the dredging device of the present invention during dredging.

【図7】本発明の実施例に係る竪型スクリュコンベアの
全体縦断面図である。
FIG. 7 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 24 サポート 26 リンク 30 ドラムカッタ 30A ドラムカッタ(下段) 30B ドラムカッタ(上段) 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 油圧シリンダ 34a ピストンロッド 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 Body 20a Wire Rope 20b Pulley 22 Support 24 Support 26 Link 30 Drum Cutter 30A Drum Cutter (Lower Stage) 30B Drum Cutter (Upper Stage) 31 Rotating Shaft 31a Bearing 32 Drum 32a Main Drum 32 Overhanging drum 33 Cutter 34 Hydraulic cylinder 34a Piston rod 40 Vertical 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 equipment

Claims (1)

【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加圧ポンプと、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
称に固設された一対のドラムカッタと、該ドラムカッタ
とリンク接合され該ドラムカッタの上部外側に配設され
垂直面内で傾動自在な少なくとも左右一対のドラムカッ
タとから形成され、 該ドラムカッタの各々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板状または棒状のカッ
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 having an air nozzle for injecting compressed air, and a pair of drums that are fixed to the elevating frame and are fixed symmetrically on both sides of the lower end of the vertical screw conveyor. It is formed by a cutter and at least a pair of left and right drum cutters which are linked to the drum cutter and arranged outside the upper portion of the drum cutter and tiltable in a vertical plane. Each of the drum cutters is driven to rotate about a horizontal axis. Dredging device having a plurality of plate-shaped or rod-shaped cutters projecting at substantially equal intervals on the outer circumference of a drum to be formed.
JP5894194A 1994-03-29 1994-03-29 Dredging device Pending JPH07268901A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5894194A JPH07268901A (en) 1994-03-29 1994-03-29 Dredging device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5894194A JPH07268901A (en) 1994-03-29 1994-03-29 Dredging device

Publications (1)

Publication Number Publication Date
JPH07268901A true JPH07268901A (en) 1995-10-17

Family

ID=13098866

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5894194A Pending JPH07268901A (en) 1994-03-29 1994-03-29 Dredging device

Country Status (1)

Country Link
JP (1) JPH07268901A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008115610A (en) * 2006-11-06 2008-05-22 Kojimagumi:Kk Dredging apparatus
CN103397675A (en) * 2013-08-12 2013-11-20 刘玉秋 Elliptical ditching machine
JP2019138072A (en) * 2018-02-13 2019-08-22 古河機械金属株式会社 Multi-legged walking robot and subsea mining base equipped with the same
JP2020002601A (en) * 2018-06-27 2020-01-09 古河機械金属株式会社 Dredging station and dredging system
JP2020002602A (en) * 2018-06-27 2020-01-09 古河機械金属株式会社 Dam dredging method
CN112962703A (en) * 2021-02-07 2021-06-15 林德贞 Hydraulic engineering silt is handled and is used underwater desilting device

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008115610A (en) * 2006-11-06 2008-05-22 Kojimagumi:Kk Dredging apparatus
CN103397675A (en) * 2013-08-12 2013-11-20 刘玉秋 Elliptical ditching machine
JP2019138072A (en) * 2018-02-13 2019-08-22 古河機械金属株式会社 Multi-legged walking robot and subsea mining base equipped with the same
JP2020002601A (en) * 2018-06-27 2020-01-09 古河機械金属株式会社 Dredging station and dredging system
JP2020002602A (en) * 2018-06-27 2020-01-09 古河機械金属株式会社 Dam dredging method
CN112962703A (en) * 2021-02-07 2021-06-15 林德贞 Hydraulic engineering silt is handled and is used underwater desilting device
CN112962703B (en) * 2021-02-07 2023-07-14 安徽九华水安集团有限公司 Underwater dredging device for hydraulic engineering sludge treatment

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