JP2872503B2 - Dredging equipment - Google Patents

Dredging equipment

Info

Publication number
JP2872503B2
JP2872503B2 JP29437892A JP29437892A JP2872503B2 JP 2872503 B2 JP2872503 B2 JP 2872503B2 JP 29437892 A JP29437892 A JP 29437892A JP 29437892 A JP29437892 A JP 29437892A JP 2872503 B2 JP2872503 B2 JP 2872503B2
Authority
JP
Japan
Prior art keywords
excavator
screw conveyor
gantry
vertical screw
dredging
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
JP29437892A
Other languages
Japanese (ja)
Other versions
JPH06146337A (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 JP29437892A priority Critical patent/JP2872503B2/en
Publication of JPH06146337A publication Critical patent/JPH06146337A/en
Application granted granted Critical
Publication of JP2872503B2 publication Critical patent/JP2872503B2/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 the inlet cutter of the inlet device alone can excavate, 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,該各々の掘削機は垂直下方
に延伸した回転軸の回りにスパイラル状に配設されたリ
ボンスクリュ羽根と該リボンスクリュ羽根の外周側に突
起する複数個の掘削カッタとを備えるとともに,隣接す
るリボンスクリュ羽根が平面視において互いに重複し,
かつ,無接触となるよう該各々の掘削機を配設した。
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. Each excavator is formed of a discharge pipe, and each of the excavators has a ribbon screw blade spirally disposed around a rotation axis extending vertically downward and a plurality of excavators projecting on the outer peripheral side of the ribbon screw blade. Together and a cutter, adjacent the ribbon screw blades overlap each other in plan view,
In addition, the respective excavators were arranged so as to be in a non-contact state.

【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リボンスクリュに取りつ
けた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 an ointment layer by rotating a drill cutter attached to a ribbon screw of a plurality of excavators provided at a lower end portion of a vertical screw conveyor, and overlaps and rotates with each other. The excavator is fluidized by the rotation of the excavator, and 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, and is pressurized by the pump from the discharge port and compressed. By the injection of air, the air is conveyed through the discharge pipe and transported to a remote destination.

【0006】軟泥が硬く,あるいは粘着性が強い場合に
は,単独のパドル型の掘削機のみでは,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
着しこれが次第に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。そこで,本発明ではパドル型に代
えてリボンスクリュ羽根を回転軸の周りに配設固定しこ
のリボンスクリュ羽根の外周に等ピッチでスクレーパ状
の掘削カッタを取り付け,ひとつの掘削機の掘削カッタ
で掘削・切断した軟泥を,隣接の掘削機の掘削カッタに
よって撹拌流動化するとともに,清掃作用を行なわせる
ものである。また,異物の侵入に対しても隣接の掘削カ
ッタとともにこれを排除する働きを行なう。
If the soft mud is hard or highly sticky, only a single paddle-type excavator will cause the soft mud to adhere in a bridge-like manner to the gap between the upper and lower portions of the excavating cutter as the operation continues, and this will gradually develop. It becomes dango-shaped and the excavating function of the excavating cutter is reduced. Therefore, in the present invention, instead of the paddle type, the ribbon screw blade is arranged and fixed around the rotation axis, and a scraper-shaped excavating cutter is attached to the outer periphery of the ribbon screw blade at an equal pitch, and excavation is performed by the excavating cutter of one excavator.・ The cut ooze is agitated and fluidized by the excavator of the adjacent excavator, and also has a cleaning action. In addition, it also works to eliminate foreign matter intrusion together with the adjacent drilling cutter.

【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6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他の
実施例を示す掘削機の要部側面図,図5は図4のX−X
視の平面図,図6は掘削カッタの詳細図である(図6
(a)は平面図,図6(b)は側面図)。
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 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. FIG. 5 is a side view of a main part of an excavator showing another embodiment of FIG.
FIG. 6 is a detailed plan view of the excavating cutter.
(A) is a plan view, and FIG. 6 (b) is a side view.

【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,70は圧送ポンプ,80はエアノズル,
90は排送管,100はフレキシブル管,200は軟泥
層である。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5
0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にはサポート62aを介してリボンスクリュ羽根
62が周設される。そして,図5に示すように,リボン
スクリュ羽根62の外周側に先端が回転方向に向かうよ
うにしてほぼ等間隔で複数個の掘削カッタ68が接線状
にボルト締結され取替え可能に固設される。掘削カッタ
68は耐摩耗性の合金で先端が,図6に示すように,鋭
利な板状のものを使用する。各掘削機60のリボンスク
リュ羽根62は順次右回りと左回りを交互に配列し,か
つ,互いに隣り合う掘削機60のリボンスクリュ羽根6
2は,平面視において先端がオーバラップ(重複)する
ように掘削機60を配設するとともに,回転方向も交互
に右回りと左回りとなるように駆動する。なお,各掘削
機60の回転軸64の回転数は同一とし,その同期は電
気的に行なうこともできるし,あるいは動力源を単一と
し,歯車伝達駆動やチエン駆動による機械的方法によっ
てもよい。
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, 70 is a pump, 80 is an air nozzle,
90 is a discharge pipe, 100 is a flexible pipe, and 200 is an ooze layer. The rudder 20 is joined to the dredge 1 so as to be freely tiltable (elevated) by a horizontal axis, and the other end is connected and supported by a wire rope 32 of a winch hoisting machine 30 provided in the dredge 1. At the tip of the ladder 20, a horizontal pin 22
The bifurcated gantry 50 is pin-joined, and the gantry 5 is moved by the retraction of the piston rod 52a of the attitude control hydraulic cylinder 52 pin-joined between the ladder 20 and the gantry 50.
It is configured to control the tilt of zero. As shown in FIG. 2, a vertical screw conveyor 40 is provided on the fork of the base 50.
The lower end of the vertical screw conveyor 40 is fixed to the gantry with the lower end inclined away from the ladder 20, and surrounds the lower end of a vertical screw conveyor 40 provided with an underwater motor 42 at the upper end (see FIGS. 2 and 3). 5) excavator 60
As shown in FIG. 2, it is arranged to be vertical in the actual operation state. Therefore, the excavator 60 and the vertical screw conveyor 40 are arranged obliquely. Excavator 60 is mounted on gantry 50
A ribbon screw blade 62 is provided around a rotating shaft 64 that is supported by a bearing via a bearing and protrudes downward through a support 62a. Then, as shown in FIG. 5, a plurality of excavating cutters 68 are tangentially fastened to the outer peripheral side of the ribbon screw blade 62 at substantially equal intervals with their tips directed in the rotation direction, and fixed so as to be replaceable. . The excavating cutter 68 is made of a wear-resistant alloy and has a sharp tip, as shown in FIG. The ribbon screw blades 62 of each excavator 60 are sequentially arranged clockwise and counterclockwise alternately, and the ribbon screw blades 6 of the excavator 60 adjacent to each other.
In No. 2, the excavator 60 is arranged so that the tips overlap (overlap) in a plan view, and is driven so that the rotation direction is also clockwise and counterclockwise alternately. The rotation speed of the rotating shaft 64 of each excavator 60 is the same, and the synchronization can be performed electrically, or a single power source can be used and a mechanical method such as gear transmission drive or chain drive can be used. .

【0009】図2および図3に示す実施例では,回転軸
64は架台50より下方に垂下され3本のサポート62
aで回転軸64に固設されたリボンスクリュ羽根62が
両隣りの掘削機60のリボンスクリュ羽根62と干渉し
ないように回転するようになっているが,特に硬い軟泥
層の掘削に適するようにするため,図4に示す他の実施
例では,回転軸64の途中を架台50の下端部に配設し
た軸受54で軸承することにより2点支持として強度補
強を行なう。
In the embodiment shown in FIGS. 2 and 3, the rotating shaft 64 is suspended below the gantry 50 and the three supports 62 are provided.
In a, the ribbon screw blades 62 fixed to the rotating shaft 64 rotate so as not to interfere with the ribbon screw blades 62 of the excavator 60 on both sides, but are particularly suitable for excavating a hard soft mud layer. For this reason, in another embodiment shown in FIG. 4, the strength of the rotary shaft 64 is strengthened as a two-point support by bearing the middle of the rotating shaft 64 with a bearing 54 arranged at the lower end of the gantry 50.

【0010】竪型スクリュコンベヤ40が架台50に固
設されるのに対して,圧送ポンプ70やエアノズル80
を備えた排送管90はラダー20へ固設され,排出口と
圧送ポンプ70の入口はフレキシブル管(可撓管)10
0で接続される。これはラダー20と架台50が傾動し
角度変更するためである。
While the vertical screw conveyor 40 is fixed to the gantry 50, the pressure pump 70 and the air nozzle 80
A discharge pipe 90 provided with a flexible pipe (flexible pipe) is fixed to the ladder 20, and the discharge port and the inlet of the pressure pump 70 are connected to the flexible pipe (flexible pipe) 10.
0 is connected. This is because the rudder 20 and the gantry 50 tilt and change the angle.

【0011】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20の左右にスイング用ワイヤ3を張る(海
底にアンカを張る)。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
泥層中の軟泥はリボンスクリュ羽根62に取り付けた掘
削カッタ68により切断掘削され,ついで互いに隣接の
掘削カッタ68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68の回転に
随伴して掘削カッタ68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68の上下間間隙に付
着発達するのを隣接の掘削カッタ68が取り除き清掃作
用を行なう。
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 for swinging the dredger. A swing wire 3 is stretched on the left and right of 20 (anchor is stretched 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 68 attached to the ribbon screw blade 62, and then the fluid is stirred and fluidized by the excavation cutters 68 adjacent to each other. Is removed to the vicinity of the excavating cutter 68 with the rotation of. In addition, the adjacent excavating cutter 68 removes a particularly viscous soft mud from adhering and developing in the gap between the upper and lower parts of the excavating cutter 68 to perform a cleaning action.

【0012】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フ
レキシブル管100を経由して圧送ポンプ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68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。また,掘削カッタ6
8は上下方向にスパイラル状に巻回するリボンスクリュ
羽根62の任意の高さ位置に取り付けることができるの
で,パドル型式のように上下方向間欠的にしか掘削カッ
タを取り付けられないものに比べて掘削カッタ間の軟泥
の付着発達が少なくすることができる。
The ooze which has been excavated and fluidized by stirring 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, and moves upward in the vertical screw conveyor 40. From a discharge port at the upper end, a discharge pipe 90 provided with a pressure pump 70 and an air nozzle 80 is transferred via a flexible pipe 100 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 hoist 30 so that the excavating cutter 68 of the dredging device 10 is covered with the ooze in the ooze layer as much as possible, the unremoved portion of the ooze is reduced,
The amount of seawater taken in is reduced. In addition, drilling cutter 6
8 can be mounted at an arbitrary height of the ribbon screw blade 62 wound spirally in the vertical direction, so that the excavation can be performed in comparison with the paddle type in which the excavation cutter can be mounted only intermittently in the vertical direction. The adhesion and development of the soft mud between the cutters can be reduced.

【0013】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,
掘削カッタとともにリボンスクリュ羽根が掘削切断に寄
与するので,全断面掘削および充分な撹拌が可能とな
る。また,撹拌羽根がリボンスクリュ羽根であるので,
羽根に泥土が固着して撹拌効果を下げることもない。し
たがって,連続安定運転を維持し高能率作業を達成でき
る。
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.
Since the ribbon screw blades together with the excavating cutter contribute to excavating and cutting, the entire cross-section excavation and sufficient stirring can be performed. Also, since the stirring blade is a ribbon screw blade,
Mud does not stick to the blades and does not lower the stirring effect. Therefore, high efficiency work can be achieved while maintaining continuous stable operation.

【0014】[0014]

【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リボ
ンスクリュ羽根に取り付けた掘削カッタで切断,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 apparatus of the present invention, even a solidified mud or an adhesive soft mud layer can be cut, stirred, and stirred by the excavating cutter attached to the ribbon screw blade.
Fluidization, elimination of foreign matter, and removal of adhered mud are possible, enabling dredging with a high concentration with little residual water, achieving continuous stable operation and improving work efficiency.

【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他の実施例を示す側面
図である。
FIG. 4 is a side view showing another embodiment of the dredging device according to the present invention.

【図5】図4のX−X視の平面図である。FIG. 5 is a plan view taken along line XX of FIG. 4;

【図6】本発明に係る浚渫装置の実施例を示す掘削カッ
タの詳細図ある。
FIG. 6 is a detailed view of an excavating cutter 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 54 軸受 60 掘削機 62 リボンスクリュ羽根 62a サポート 64 回転軸 66 油圧モータ 68 掘削カッタ 70 圧送ポンプ 72 水中電動機 80 エアノズル 90 排送管 100 フレキシブル管 200 軟泥層 DESCRIPTION OF SYMBOLS 1 Dredge 2 Dredge fixed / advance wire (Christmas tree) 3 Swing wire 10 Dredging device 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 54 Bearing Reference Signs List 60 excavator 62 ribbon screw blade 62a support 64 rotating shaft 66 hydraulic motor 68 excavating cutter 70 pressure pump 72 underwater motor 80 air nozzle 90 discharge pipe 100 flexible pipe 200 soft mud layer

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平6−116976(JP,A) 特開 平4−38331(JP,A) 特開 平4−38332(JP,A) 特開 平4−14528(JP,A) (58)調査した分野(Int.Cl.6,DB名) E02F 3/88 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-6-116976 (JP, A) JP-A-4-38331 (JP, A) JP-A-4-38332 (JP, A) JP-A-4-3832 14528 (JP, A) (58) Field 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,該各々の掘削機は垂直下方に延伸した回転軸の回
りにスパイラル状に配設されたリボンスクリュ羽根と該
リボンスクリュ羽根の外周側に突起する複数個の掘削カ
ッタとを備えるとともに,隣接するリボンスクリュ羽根
が平面視において互いに重複し,かつ,無接触となるよ
う該各々の掘削機を配設した浚渫装置。
1. A dredging device provided at a tip of a rudder mounted on a dredge and tilted by a winch hoist,
A pedestal which is connected to a tip of the ladder around a horizontal axis and is provided to be tiltable via a hydraulic cylinder, a vertical screw conveyor fixed to the gantry and having an opening at a lower end, and a lower end of the vertical screw conveyor A plurality of rotatable excavators disposed around the section and mounted on the gantry, a pressure pump connected to a discharge port of the vertical screw conveyor, and a discharge pump having an air nozzle for injecting compressed air. And each of the excavators comprises a ribbon screw blade spirally disposed around a rotation axis extending vertically downward, and a plurality of excavation cutters projecting on the outer peripheral side of the ribbon screw blade. And a dredging device provided with each excavator such that adjacent ribbon screw blades overlap with each other in a plan view and do not contact each other.
JP29437892A 1992-11-02 1992-11-02 Dredging equipment Expired - Lifetime JP2872503B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29437892A JP2872503B2 (en) 1992-11-02 1992-11-02 Dredging equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29437892A JP2872503B2 (en) 1992-11-02 1992-11-02 Dredging equipment

Publications (2)

Publication Number Publication Date
JPH06146337A JPH06146337A (en) 1994-05-27
JP2872503B2 true JP2872503B2 (en) 1999-03-17

Family

ID=17806951

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29437892A Expired - Lifetime JP2872503B2 (en) 1992-11-02 1992-11-02 Dredging equipment

Country Status (1)

Country Link
JP (1) JP2872503B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104891771A (en) * 2015-06-19 2015-09-09 浙江秋氏环保科技发展有限公司 Sludge filter pressing and drying amphibious system

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6439072B1 (en) * 2018-10-01 2018-12-19 株式会社隆起 Excavation method for contaminated soil layer

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104891771A (en) * 2015-06-19 2015-09-09 浙江秋氏环保科技发展有限公司 Sludge filter pressing and drying amphibious system

Also Published As

Publication number Publication date
JPH06146337A (en) 1994-05-27

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