JPH0813539A - Underwater walking type dredging method and dredger - Google Patents

Underwater walking type dredging method and dredger

Info

Publication number
JPH0813539A
JPH0813539A JP16639594A JP16639594A JPH0813539A JP H0813539 A JPH0813539 A JP H0813539A JP 16639594 A JP16639594 A JP 16639594A JP 16639594 A JP16639594 A JP 16639594A JP H0813539 A JPH0813539 A JP H0813539A
Authority
JP
Japan
Prior art keywords
beams
water
movable
dredger
fixed
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.)
Granted
Application number
JP16639594A
Other languages
Japanese (ja)
Other versions
JP2751007B2 (en
Inventor
Hiroshi Iguchi
浩 井口
Nobuo Kubota
信雄 久保田
Shinichi Egawa
伸一 柄川
Toshiaki Maruyama
俊明 丸山
Yoshimi Shoji
良美 東海林
Nobuyuki Matsui
信行 松井
Kazutoki Tsuji
和時 辻
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.)
NIPPON KENSETSU KIKAIKA KYOKAI
SHIYUTO KOSOKU DORO KODAN
SHUTO KOSOKU DORO KODAN
Mitsui Miike Machinery Co Ltd
Kajima Corp
Mitsui Miike Engineering Corp
Original Assignee
NIPPON KENSETSU KIKAIKA KYOKAI
SHIYUTO KOSOKU DORO KODAN
SHUTO KOSOKU DORO KODAN
Mitsui Miike Machinery Co Ltd
Kajima Corp
Mitsui Miike Engineering 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 NIPPON KENSETSU KIKAIKA KYOKAI, SHIYUTO KOSOKU DORO KODAN, SHUTO KOSOKU DORO KODAN, Mitsui Miike Machinery Co Ltd, Kajima Corp, Mitsui Miike Engineering Corp filed Critical NIPPON KENSETSU KIKAIKA KYOKAI
Priority to JP16639594A priority Critical patent/JP2751007B2/en
Publication of JPH0813539A publication Critical patent/JPH0813539A/en
Application granted granted Critical
Publication of JP2751007B2 publication Critical patent/JP2751007B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To perform the dredging operation on a water bottom speedily and accurately by excavating and discharging earth and sand on the water bottom by means of a rotary cutter as shifting a walking beam and a restrained beam alternately forward by remote control. CONSTITUTION:Both front and rear support legs 22 and 23 of a pair of walking beams 21 and 21 are contracted by remote control and then these walking beams 21 are driven and advanced forward in relation to a cross beam 11. Next, after constant length is moved, both these support legs 22 and 23 are extended to some extend and installed on each head of two piles 37 and 37. In succession, both front and rear support legs 22 and 23 of a pair of restrained beams 12 and 16 are contracted and then each driving part of the walking beams 21 is driven in reverse, the paired restrained beams 12 and 16 are moved frontward together with the cross beam 11 in relation to the walking beams 21. Successively the support legs 22 and 23 are extended to some extend and installed in each head part of the piles 37. Thus, as walking a dredger underwater, a traverse saddle 26 is traveled in both directions on the cross beam 11, and a rotary cutter 31 at the lower end of an expansion beam 32 is traveled in all directions, thereby excavating a water bottom 7.

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、水上からの遠隔操作に
より水中を歩行しながら水底の土砂などを回転カッタで
掘削し、水とともに排出する浚渫方法および浚渫機に係
り、特に遠隔操作により予め水底中に打ち込まれた杭の
頭部上に支持脚を確実に載置させて歩行しながら水底の
土砂などを回転カッタで掘削し、水とともにポンプによ
り排出する浚渫方法および浚渫機に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dredging method and a dredging machine for excavating soil and the like at the bottom of a water with a rotary cutter while walking in water by remote control from above the water, and particularly to the dredging machine in advance by remote control. TECHNICAL FIELD The present invention relates to a dredging method and a dredging machine in which a support leg is reliably placed on the head of a pile driven into the bottom of the water while walking to excavate the bottom of the bottom with a rotary cutter, and the water and the water are discharged by a pump.

【0002】[0002]

【従来の技術】従来、水底の浚渫や水底に道路用の潜凾
を設置する場合に、海上の船舶に取付けられた先端にカ
ッタを付けたラダーを水底に降ろし、そのカッタを左右
に移動しながら水底の土砂をカッタ内に取り込み、カッ
タ内の吸い込み口より水とともに船上に排出させて水底
を浚渫していた。そして、その装置は図7に示すよう
に、台船1を水底に打ち込まれた固定杭2によって固定
し、台船1に設けたラダー3先端部を船上のクレーン4
から下ろしたワイヤロープ5に吊り、船上のウインチ6
を駆動させて水底7に降ろす。このラダー3の先端には
カッタ8が設けられており、ラダー3をウインチ6によ
って横方向へ引っ張りカッタ8を水底7で左右に移動さ
せて水底7の掘削を行うが、この際発生する掘削ずりは
ラダー3内に配設された吸い込みパイプ9を経て、船上
に設けられたサンドポンプ10によって排出される。
2. Description of the Related Art Conventionally, when installing a submarine for a road on the bottom of a water dredger or a water bottom, a ladder attached to a tip of a boat attached to a ship on the sea is lowered to the bottom of the water, and the cutter is moved to the left or right. On the other hand, the sediment on the bottom of the water was taken into the cutter, and was discharged along with water from the suction port in the cutter onto the ship to dredge the bottom of the water. Then, as shown in FIG. 7, the apparatus fixes the pontoon 1 by the fixing piles 2 driven into the water bottom, and the tip of the ladder 3 provided on the pontoon 1 mounts the crane 4 on the ship.
It is hung on the wire rope 5 taken off from the ship and winches 6 on the ship.
To drive it down to the bottom 7. A cutter 8 is provided at the tip of the ladder 3, and the ladder 3 is pulled laterally by a winch 6 to move the cutter 8 left and right at the water bottom 7 to excavate the water bottom 7. Is discharged through a suction pipe 9 arranged in the ladder 3 by a sand pump 10 provided on the ship.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記の
ように船舶に取付けられた先端にカッタを付けたラダー
を水底に降ろし、水底を浚渫する方式では、浚渫する水
深が深くなるとラダーの長さを大きくする必要があり、
またそのために台船も大型となり経済性に問題が生じ
る。また風や波の影響により台船が揺れそのため掘削カ
ッタの高さが変動し一様な掘削ができない欠点がある。
さらに海底に障害物がある場合には、これを避けて正確
な浚渫が行えないという欠点があった。
However, in the method of lowering the ladder with the cutter attached to the tip attached to the ship to the bottom of the water and dredging the bottom of the water as described above, the length of the ladder increases as the depth of dredging becomes deeper. Need to be bigger,
In addition, because of this, the berth becomes large and there is a problem in economic efficiency. In addition, the barge sways due to the influence of wind and waves, and the height of the excavation cutter fluctuates.
Furthermore, if there are obstacles on the seabed, it is difficult to avoid them and to perform accurate dredging.

【0004】本発明は上記事情に鑑みて完成されたもの
であり、水上からの遠隔操作により水中を歩行しながら
水底の土砂などを回転カッタで掘削し、水とともに排出
する浚渫方法および浚渫機を提供することを目的として
いる。
The present invention has been completed in view of the above circumstances, and provides a dredging method and a dredging machine for excavating the sand and the like at the bottom of a water by a rotary cutter while walking in water by remote control from the water and discharging it together with the water. It is intended to be provided.

【0005】[0005]

【課題を解決するための手段】本発明は上記の目的を達
成するために、横ビームに回動可能な一対の固定ビーム
と、前後方向に移動可能な他の一対の移動ビームを配設
し、各固定ビームと移動ビームの前後に上下に調整可能
な支持脚を設け、かつ前記横ビーム上には前後方向に調
整可能な伸縮ビームを具備した走行可能な横行サドルを
配設し、該伸縮ビームには下端に回転カッタを具備した
伸縮可能なブームを設けた水中歩行式浚渫機を利用して
行なう浚渫方法において、遠隔操作により各固定ビーム
と移動ビームを駆動させて該浚渫機を水中で歩行させ、
次いで前記横行サドルを横ビーム上で走行させながら前
記伸縮可能なビームを制御して前記ブーム下端に設けた
回転カッタによって前後左右に水底を掘削し、その際発
生する掘削ずりはサンドポンプ等により水とともに排出
することによって水底を浚渫することを特徴とした水中
歩行式浚渫方法であり、また横ビームに一対の固定ビー
ムを回動可能に取付けるとともに、他の一対の移動ビー
ムを前後方向に移動可能に配設し、各固定ビームと移動
ビームの前後に上下に調整可能な支持脚を設け、かつ前
記横ビーム上には走行可能な横行サドルを配設し、該横
行サドルに前後方向に調整可能な伸縮ビームを配設し、
該伸縮ビームには下端に回転カッタを具備した伸縮可能
なブームを突設したことを特徴とする水中歩行式浚渫機
である。
In order to achieve the above-mentioned object, the present invention comprises a pair of fixed beams which can be pivoted on a lateral beam and a pair of other movable beams which can be moved in the front-rear direction. The movable leg is provided with adjustable support legs before and after the fixed beam and the movable beam, and a traverse saddle having an extendable beam adjustable in the front-rear direction is provided on the transverse beam. In the dredging method performed by using an underwater walking dredger equipped with an expandable boom equipped with a rotating cutter at the lower end of the beam, the fixed beam and the moving beam are driven by remote control to drive the dredger underwater. Walk
Next, while the traverse saddle is running on the transverse beam, the expandable beam is controlled to excavate the water bottom in the front, rear, left and right by the rotary cutter provided at the lower end of the boom. It is an underwater walking type dredging method characterized by dredging the bottom of the water by discharging together with it.Also, a pair of fixed beams are rotatably attached to the lateral beam, and another pair of moving beams can be moved in the front-back direction. The fixed beam and the movable beam are provided with support legs that can be adjusted up and down, and a traverse saddle that can travel is provided on the traverse beam, and the traverse saddle can be adjusted in the longitudinal direction. With a telescopic beam,
The underwater walking dredger is characterized in that the telescopic beam is provided with a telescopic boom provided with a rotary cutter at a lower end thereof so as to project therefrom.

【0006】[0006]

【作用】次に、上記の水中歩行式浚渫方法および浚渫機
の作用について説明すると、水上から遠隔操作により浚
渫機を歩行させる際には一対の移動ビームの調整可能な
前後の支持脚を縮めた後、その移動ビームを駆動させて
横ビームに対して前進させ、一定長移動後その調整可能
な支持脚を伸ばして予め打ち込まれた杭の頭部上に据え
付ける。次に一対の固定ビームの調整可能な前後の支持
脚を縮めた後、移動ビームの駆動部を逆駆動させて前記
移動ビームに対して横ビームとともに固定ビームを前方
に移動させた後その調整可能な支持脚を伸ばして予め打
ち込まれた杭の頭部上に据え付け浚渫機を水中で歩行前
進させる。このように浚渫機を水中で前進させ据え付け
てから、前記横行サドルを横ビーム上で左右に走行させ
て前記伸縮可能なブーム下端の回転カッタを前後左右に
移動させながら水底を掘削し、その際掘削されたずりは
回転カッタ付近に設けたサンドポンプにより水とともに
送泥ホースを経て排出して水底の浚渫作業を行う。
Next, the operation of the above-mentioned underwater walking type dredging method and the operation of the dredging machine will be described. When the dredging machine is made to walk by remote control from the water, the front and rear supporting legs of the pair of moving beams which can be adjusted are shortened. After that, the moving beam is driven to move forward with respect to the lateral beam, and after moving for a certain length, the adjustable supporting leg is extended and installed on the head of the pre-dried pile. Next, after the adjustable front and rear support legs of the pair of fixed beams are contracted, the movable beam driving unit is reversely driven to move the fixed beam together with the lateral beam forward with respect to the movable beam, and then the adjustment is possible. The support legs are extended and the dredger is installed on the head of the pile that has been driven in advance to walk forward in the water. After advancing and installing the dredger in the water in this way, the traverse saddle is moved left and right on the transverse beam to move the rotary cutter at the lower end of the extendable boom forward, backward, leftward and rightward to excavate the bottom of the water. The excavated sludge is discharged together with water through a mud-sending hose by a sand pump installed near the rotary cutter to perform dredging work on the bottom of the water.

【0007】上記浚渫機体の進行方向を変更する場合に
は、平行した固定ビームを予め打ち込まれた杭の頭部上
に据え付けたまま、前記一対の移動ビームの調整可能な
前後の支持脚を縮めて、移動ビームを前方へ移動させた
後、横ビームと一方の固定ビームとの間に連結した方向
修正用シリンダを伸縮させ、横方ビームを一対の移動ビ
ームとともに固定ビームに対し旋回させる。このように
方向修正後に前記一対の移動ビームを予め打ち込まれた
杭の頭部上に載置させてから、一対の固定ビームの調整
可能な前後の支持脚を縮めて杭から浮かせ、前記方向修
正シリンダおよび横ビームと他方の固定ビームとの間に
連結した旋回シリンダを駆動させて双方の固定ビームを
平行する元の位置へ戻すことにより機体全体の向きを変
更させ前進させることができる。
When changing the advancing direction of the dredging machine, the adjustable front and rear supporting legs of the pair of moving beams are contracted while the parallel fixed beams are installed on the heads of the piles which have been driven in advance. After moving the moving beam forward, the direction correcting cylinder connected between the horizontal beam and one of the fixed beams is expanded and contracted, and the lateral beam is swung with respect to the fixed beam together with the pair of moving beams. After the direction is thus corrected, the pair of moving beams are placed on the heads of the piles that have been driven in in advance, and then the adjustable front and rear support legs of the pair of fixed beams are contracted and floated from the pile to correct the direction. By driving a cylinder and a swing cylinder connected between the lateral beam and the other fixed beam to return both fixed beams to their original parallel positions, it is possible to change the direction of the entire body and move it forward.

【0008】[0008]

【実施例】次に、本発明の実施例について図面を参照し
て説明する。図1乃至図3に本発明の一実施例を示して
おり、図1は本実施例の全体側面図であり、図2と図3
は本実施例の動作を説明する平面図である。本実施例は
横ビーム11と一方の固定ビーム12とは回動可能に取
付けられており、具体的には図2および図4に示したよ
うに回転中心Aで、半径Rの円弧状をした旋回ガイド1
3が横ビーム11に設けられた同様の円弧状をした支持
フレーム14内に配設されており、この旋回ガイド13
を方向修正用の油圧シリンダ15によって移動させて、
固定ビーム12を横ビーム11に対し回動する。また、
横ビーム11と他方の固定ビーム16も回動可能に取付
けられており、本実施例では固定ビーム16は図2およ
び図5に示したように横ビーム11に設けた旋回フレー
ム17と固定ビーム16に設けた旋回台18とによって
互いに回動自在に取付けられており、固定ビーム16は
横ビーム11と固定ビーム16に連結された旋回用の油
圧シリンダ19によって横ビーム11に対し回動する。
さらに、上記横ビーム11の両端部には横ビーム11に
設けられた複数のガイドローラ20に挾持されて移動ビ
ーム21,21が図示しない油圧シリンダによって横ビ
ーム11に対して前後方向に移動可能に配設されてい
る。
Embodiments of the present invention will now be described with reference to the drawings. 1 to 3 show an embodiment of the present invention, FIG. 1 is an overall side view of this embodiment, and FIG. 2 and FIG.
[FIG. 7] is a plan view for explaining the operation of the present embodiment. In this embodiment, the horizontal beam 11 and one fixed beam 12 are rotatably attached, and specifically, as shown in FIGS. 2 and 4, they have an arc shape with a rotation center A and a radius R. Turning guide 1
3 is arranged in a similar circular arc-shaped support frame 14 provided on the lateral beam 11, and the turning guide 13
Is moved by the hydraulic cylinder 15 for direction correction,
The fixed beam 12 is rotated with respect to the lateral beam 11. Also,
The horizontal beam 11 and the other fixed beam 16 are also rotatably mounted. In this embodiment, the fixed beam 16 is a swing frame 17 and a fixed beam 16 provided on the horizontal beam 11 as shown in FIGS. 2 and 5. The fixed beam 16 is rotatably attached to each other by a swivel base 18 provided on the horizontal beam 11. The fixed beam 16 is swung with respect to the lateral beam 11 by a swiveling hydraulic cylinder 19 connected to the lateral beam 11 and the fixed beam 16.
Further, at both ends of the horizontal beam 11, the movable beams 21 and 21 are held by a plurality of guide rollers 20 provided on the horizontal beam 11 so that the movable beams 21 and 21 can be moved in the front-rear direction with respect to the horizontal beam 11 by a hydraulic cylinder (not shown). It is arranged.

【0009】そして、各固定ビーム12,16と各移動
ビーム21,21の前後には図1および図6とに示すよ
うに、上下に調整可能な前支持脚22と後支持脚23と
がそれぞれ設けられており、この各前支持脚22はそれ
ぞれ各ビームに対して、前後方向に調整可能なガイド2
4によって横方向にも移動できるように設けられてお
り、また各後支持脚23はガイド25によってそれぞれ
各ビームに対して前後方向に移動可能に設けられてい
る。また各支持脚22,23の尖鋭な下端部には杭頭部
に固定するためグリッパ22aとフランジ22bが設け
られている。
As shown in FIGS. 1 and 6, a front support leg 22 and a rear support leg 23 which can be adjusted up and down are provided in front of and behind the fixed beams 12 and 16 and the movable beams 21 and 21, respectively. Each front support leg 22 is provided with a guide 2 that is adjustable in the front-back direction for each beam.
4, the rear support legs 23 are provided by a guide 25 so as to be movable in the front-rear direction with respect to the respective beams. A gripper 22a and a flange 22b are provided at the sharp lower ends of the support legs 22 and 23 for fixing to the pile head.

【0010】一方、前記横ビーム11上には走行可能な
横行サドル26が配設されており、この横行サドル26
はガイドローラ27により横ビーム11の上部を横方向
に移動でき、この横行サドル26には伸縮ビーム28が
ガイドローラ29を介して支持されており、この伸縮ビ
ーム28は横行サドル26に設けられた伸縮用ピニオン
30によって前後方向に駆動される。なお、符号30a
は伸縮ビーム28に固定されたラックである。また、伸
縮ビーム28の先端には下端に回転カッタ31を具備し
た伸縮可能なブーム32が突設されており、この伸縮可
能なブーム32は内筒32aと外筒32bとからなって
いる。また、伸縮可能なブーム32の下端に設けられた
回転カッタ31の付近にはサンドポンプ33の吸い込み
口34が配設されており、回転カッタ31の掘削により
発生した掘削ずりは上記サンドポンプ33により水とと
もに送泥ホース35を通って土砂運搬船36へ送られ
る。なお、符号37は水底7に予め打ち込まれた杭であ
る。
On the other hand, a traverse saddle 26 capable of traveling is disposed on the traverse beam 11, and the traverse saddle 26 is provided.
Can be moved laterally above the transverse beam 11 by a guide roller 27, and a telescopic beam 28 is supported by the traverse saddle 26 via a guide roller 29. The telescopic beam 28 is provided on the traverse saddle 26. It is driven in the front-back direction by the expansion and contraction pinion 30. Note that reference numeral 30a
Is a rack fixed to the telescopic beam 28. An extendable boom 32 having a rotary cutter 31 at its lower end is provided at the tip of the extendable beam 28 so as to extend. The extendable boom 32 comprises an inner cylinder 32a and an outer cylinder 32b. Further, a suction port 34 of a sand pump 33 is provided near the rotary cutter 31 provided at the lower end of the extendable boom 32, and excavation shear generated by excavating the rotary cutter 31 is prevented by the sand pump 33. It is sent to the earth and sand carrier 36 along with water through the mud hose 35. Reference numeral 37 is a pile that has been driven into the water bottom 7 in advance.

【0011】次に、本実施例の動作について説明する
と、水上から遠隔操作により本実施例の浚渫機を歩行前
進させる際には、横ビーム11の両端部に設けた一対の
移動ビーム21の前後に設けられた上下に調整可能な支
持脚22,23を全部縮めて杭37から離した後に、そ
れら2つの移動ビーム21を図示しない油圧シリンダに
よって駆動させて横ビーム11に対して前進させる。そ
して一定長さ前進させた後、その調整可能な支持脚2
2,23をそれぞれ伸長させて予め水底に打ち込まれて
いる杭37の頭部の孔内に各支持脚22,23の尖鋭な
下端部を挿入し、そのフランジ22bを杭頭部に据え付
けグリッパ22aによって固定する。次に一対の固定ビ
ーム12,16の前後に設けられた上下に調整可能な各
支持脚22,23をそれぞれ縮めた後、前記移動ビーム
21の図示しない油圧シリンダを逆駆動させて前記移動
ビーム21に対して横ビーム11とともに固定ビーム1
2,16を前方に移動させる。その後前記調整可能な支
持脚22,23をそれぞれ伸ばして前記と同様に予め水
底に打ち込まれた杭37の頭部上に据え付けることによ
って浚渫機を水中で歩行前進させる。この際に、もし支
持脚22,23の尖鋭な下端部と杭37の位置とが一致
しない場合でも、各前支持脚22はビームに対して前後
方向に調整可能なガイド24によって横方向にも移動で
き、また各後支持脚23はガイド25によってそれぞれ
各ビームに対して前後方向に移動可能に設けられている
から、容易に調整して各支持脚22,23を杭37の頭
部に確実に挿入させることができる。
Next, the operation of this embodiment will be described. When the dredger of this embodiment is walked forward from the water by remote control, the pair of moving beams 21 provided at both ends of the lateral beam 11 are moved forward and backward. After all the vertically adjustable support legs 22 and 23 provided in the above are retracted and separated from the pile 37, the two moving beams 21 are driven by a hydraulic cylinder (not shown) and moved forward with respect to the lateral beam 11. Then, after moving forward by a certain length, the adjustable support leg 2
2 and 23 are respectively extended and the sharp lower ends of the support legs 22 and 23 are inserted into the holes of the heads of the piles 37 that have been driven into the bottom of the water in advance, and the flanges 22b of the support legs 22 and 23 are installed on the pile heads. Fixed by. Next, the vertically adjustable support legs 22 and 23 provided at the front and rear of the pair of fixed beams 12 and 16 are respectively contracted, and then a hydraulic cylinder (not shown) of the movable beam 21 is reversely driven to move the movable beam 21. Against transverse beam 11 and fixed beam 1
Move 2, 16 forward. Thereafter, the adjustable support legs 22 and 23 are respectively extended and installed on the heads of the piles 37 which have been previously driven into the bottom of the water in the same manner as described above, whereby the dredger is made to walk and advance in water. At this time, even if the sharp lower ends of the support legs 22 and 23 and the positions of the piles 37 do not coincide with each other, each front support leg 22 is also laterally moved by the guide 24 which is adjustable in the front-back direction with respect to the beam. Since the rear support legs 23 are movable in the front-rear direction with respect to the respective beams by the guide 25, the rear support legs 23 can be easily adjusted to secure the respective support legs 22, 23 to the head of the pile 37. Can be inserted into.

【0012】本実施例ではこのように浚渫機を水中で歩
行前進させ、予め水底に打ち込まれた杭37の頭部上に
据え付けてから、前記横行サドル26を横ビーム11上
で図示しない駆動装置によって左右に走行させながら前
記横行サドル26に設けた伸縮用ピニオン30によって
伸縮ビーム28を伸長させ、その伸縮ビーム28の先端
部に突設した上下に伸縮可能なブーム32下端の回転カ
ッタ31によって前後左右に移動させながら水底を平坦
に掘削し、その際掘削されたずりを伸縮可能なブーム3
2下端の回転カッタ31の付近に配設されたサンドポン
プ33の吸い込み口34から吸い込み、サンドポンプ3
3により水とともに送泥ホース35を通って土砂運搬船
36へ送る。このようにして本実施例は水底の浚渫や水
底に道路用の潜凾を設置するための水底浚渫を水上から
の遠隔操作により水中を歩行前進させながら行うことが
できる。
In the present embodiment, the dredger is thus walked forward in the water and installed on the heads of the piles 37 that have been previously driven into the bottom of the water, and then the traverse saddle 26 is driven on the transverse beam 11 (not shown). The telescopic beam 28 is extended by the telescopic pinion 30 provided in the traverse saddle 26 while traveling left and right by the traverse saddle 26, and the up and down expandable boom 32 projecting from the tip of the telescopic beam 28 is rotated forward and backward by the rotary cutter 31 at the lower end. Boom 3 which excavates the water bottom while moving left and right, and at which the excavated shear can be expanded and contracted.
2 The suction is performed from the suction port 34 of the sand pump 33 arranged near the rotary cutter 31 at the lower end,
The water is sent together with water to the earth and sand carrier 36 through the mud-sending hose 35. In this way, the present embodiment can be carried out while the water is dredging on the bottom of the water or the bottom of the water for installing a submarine for the road on the bottom of the water by walking remotely in the water.

【0013】また、上記本実施例の浚渫機体の進行方向
を変更する場合には、前記のように平行した固定ビーム
12,16を水底に打ち込んだ杭37の頭部上に据え付
けたまま、前記横ビーム11の両端部に設けた一対の移
動ビーム21の前後に設けた上下に調整可能な4つの支
持脚24,25を全部縮めて、その2つの移動ビーム2
1を前方へ移動させた後、横ビーム11の支持フレーム
14内に配設された円弧状の旋回ガイド13を方向修正
用の油圧シリンダ15によって移動させて横方ビーム1
1を2つの移動ビーム21とともに固定ビーム12に対
し旋回させる。このように横方ビーム11を2つの移動
ビーム21とともに固定ビーム12に対して角度θだけ
方向転換してから、前記2つの移動ビーム21を予め水
底に打ち込まれている杭37の頭部の孔内に各支持脚2
2,23の尖鋭な下端部を挿入し、フランジ22bを杭
頭部に据え付け、グリッパ22aによって載置固定させ
てから、今度は一対の固定ビーム12,16の上下調整
可能な前後の各支持脚22,23の全部を縮めて杭37
から浮き上がらせ、前記方向修正用油圧シリンダ15
と、横ビーム11と他方の固定ビーム16との間に連結
した旋回シリンダ19とを共に駆動させて2つの固定ビ
ーム12,16を角度θだけ逆に旋回させて平行する元
の位置へ戻すことにより機体全体の向きを変更させて前
進させることができる。
Further, when the traveling direction of the dredging machine body of the present embodiment is changed, the fixed beams 12 and 16 parallel to each other as described above are installed on the head of the pile 37 which is driven into the water bottom. All four adjustable support legs 24, 25 provided at the front and rear of the pair of moving beams 21 provided at both ends of the lateral beam 11 are contracted to form the two moving beams 2
1 is moved to the front, and then an arcuate turning guide 13 arranged in a support frame 14 of the lateral beam 11 is moved by a hydraulic cylinder 15 for correcting the direction so that the lateral beam 1
1 with respect to the fixed beam 12 together with the two moving beams 21. In this way, the lateral beam 11 is turned together with the two moving beams 21 by the angle θ with respect to the fixed beam 12, and then the two moving beams 21 are preliminarily driven into the bottom of the water. Inside each support leg 2
After inserting the sharp lower end portions of Nos. 2 and 23, installing the flange 22b on the pile head, and mounting and fixing by the gripper 22a, this time, the front and rear support legs of the pair of fixed beams 12 and 16 that can be adjusted up and down. Pile 37 by shrinking all 22 and 23
The hydraulic cylinder 15 for correcting the direction.
And the swiveling cylinder 19 connected between the transverse beam 11 and the other fixed beam 16 so as to swivel the two fixed beams 12 and 16 in the opposite direction by an angle θ to return them to their original parallel positions. With this, it is possible to change the direction of the entire body and move it forward.

【0014】したがって、本実施例によれば水上からの
遠隔操作によって、予め水底に打ち込まれた杭の頭部上
を確実に歩行前進しながら、伸縮可能なブーム下端の回
転カッタを前後左右に移動させて水底を平坦に掘削で
き、その際発生した掘削ずりは伸縮可能なブーム下端の
回転カッタの付近に配設されたサンドポンプの吸い込み
口から吸い込まれ、サンドポンプにより水とともに送泥
ホースを通って土砂運搬船へ送られるから、波の影響を
受けずに確実に浚渫作業ができ、しかも潜水夫による水
中作業なしに、水上からの遠隔操作だけで浚渫作業を正
確に行なうことができるものである。
Therefore, according to this embodiment, the rotary cutter at the lower end of the extendable boom is moved forward, backward, leftward and rightward while reliably walking forward on the heads of the piles that have been driven into the water bottom by remote control from above the water. The bottom of the sand can be excavated evenly, and the excavation generated at that time is sucked from the suction port of the sand pump installed near the rotating cutter at the lower end of the expandable boom, and is passed through the mud sending hose together with the water by the sand pump. Since it is sent to a sand carrier, it is possible to perform dredging work reliably without being affected by waves, and moreover, it is possible to perform dredging work accurately only by remote control from the water, without underwater work by a diver. .

【0015】[0015]

【発明の効果】以上説明したように本発明によれば、水
上からの遠隔操作により各固定ビームと移動ビームを駆
動させて浚渫機を水中で自由に歩行させ、また前記横行
サドルを横ビーム上で走行させながら前記伸縮可能なビ
ームを制御して前記ブーム下端に設けた回転カッタによ
って前後左右に水底を掘削し、その際発生する掘削ずり
をサンドポンプにより水とともに排出させるから、水深
が深くても確実に水底を歩行前進させながら水上の波の
影響を受けずに迅速に、かつ正確に水底の浚渫作業がで
き、しかも水底に障害物があっても潜水夫による水中作
業なしに、水上からの遠隔操作だけでその障害物の周り
の浚渫作業を正確に行なうことができる。
As described above, according to the present invention, the fixed beam and the movable beam are driven by remote operation from the water to allow the dredger to freely walk in the water, and the traverse saddle is placed on the horizontal beam. While running the car, the expandable beam is controlled to excavate the water bottom in the front, rear, left, and right by the rotary cutter provided at the lower end of the boom, and the excavation shear that occurs at that time is discharged with the sand pump, so the water depth is deep. Even while walking forward on the bottom of the water, dredging work on the bottom of the water can be performed quickly and accurately without being affected by waves on the bottom of the water, and even if there are obstacles on the bottom of the water, without diving underwater by a diver, The dredging work around the obstacle can be accurately performed only by remote control of.

【0016】また、前支持脚は各ビームに対して前後、
左右方向に移動可能であり、また後支持脚は前後方向に
移動可能であるから、支持脚を予め打ち込まれた杭の頭
部上に遠隔操作により自動的に、かつ確実に据え付ける
ことがてきる。したがって、本発明には水底の浚渫作業
や水底に道路用の潜凾を設置するための水底浚渫作業な
どを安全な水上からの遠隔操作により浚渫機を水中で自
由に歩行させながら確実に行なうことができる効果があ
る。
The front support legs are arranged in front of and behind each beam,
Since it can be moved in the left-right direction and the rear support legs can be moved in the front-rear direction, the support legs can be remotely and automatically installed securely on the head of a pile that has been driven in beforehand. . Therefore, according to the present invention, the dredging work on the water bottom and the water bottom dredging work for setting a submarine for the road on the water bottom can be performed securely while freely walking the underwater dredge by remote operation from a safe surface. There is an effect that can be.

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

【図1】本実施例の説明図である。FIG. 1 is an explanatory diagram of the present embodiment.

【図2】本実施例の平面説明図である。FIG. 2 is an explanatory plan view of the present embodiment.

【図3】本実施例の動作を説明する平面説明図である。FIG. 3 is an explanatory plan view for explaining the operation of the present embodiment.

【図4】本実施例の一部拡大説明図である。FIG. 4 is a partially enlarged explanatory view of the present embodiment.

【図5】本実施例の一部拡大説明図である。FIG. 5 is a partially enlarged explanatory view of the present embodiment.

【図6】本実施例の一部拡大説明図である。FIG. 6 is a partially enlarged explanatory view of the present embodiment.

【図7】従来例の説明図である。FIG. 7 is an explanatory diagram of a conventional example.

【符号の説明】[Explanation of symbols]

11 横ビーム 12,16 固定ビーム 13 旋回ガイド 14 支持フレーム 15,19 油圧シリンダ 17 旋回フレーム 18 旋回台 20,27,29 ガイドローラ 21 移動ビーム 22 前支持脚 23 後支持脚 24,25 ガイド 26 横行サドル 28 伸縮ビーム 30 伸縮用ピニオン 31 回転カッタ 32 伸縮ブーム 33 サンドポンプ 34 吸い込み口 35 送泥ホース 36 土砂運搬船 37 杭 11 horizontal beam 12, 16 fixed beam 13 swivel guide 14 support frame 15, 19 hydraulic cylinder 17 swivel frame 18 swivel base 20, 27, 29 guide roller 21 moving beam 22 front support leg 23 rear support leg 24, 25 guide 26 transverse saddle 28 Telescopic Beam 30 Telescopic Pinion 31 Rotating Cutter 32 Telescopic Boom 33 Sand Pump 34 Suction Port 35 Mud Hose 36 Sediment Carrier 37 Pile

───────────────────────────────────────────────────── フロントページの続き (71)出願人 000005924 株式会社三井三池製作所 東京都中央区日本橋室町2丁目1番1号 (72)発明者 井口 浩 神奈川県横浜市港南区野庭町615−2−262 (72)発明者 久保田 信雄 茨城県新治郡千代田町新治1827−10 (72)発明者 柄川 伸一 神奈川県横浜市南区山谷72−1−310 (72)発明者 丸山 俊明 東京都田無市芝久保町1−6−16 首都公 団田無独身寮内 (72)発明者 東海林 良美 静岡県富士市大淵3154番地 社団法人日本 建設機械化協会建設機械化研究所内 (72)発明者 松井 信行 千葉県市川市南大野2−3 C612 (72)発明者 辻 和時 福岡県大牟田市旭町2丁目28番地 株式会 社三井三池製作所三池事業所内 ─────────────────────────────────────────────────── ─── Continuation of front page (71) Applicant 000005924 Mitsui Miike Manufacturing Co., Ltd. 2-1-1 Nihombashi Muromachi, Chuo-ku, Tokyo (72) Inventor Hiroshi Iguchi 615-2-262 Noba-cho, Konan-ku, Yokohama-shi, Kanagawa (72) Inventor Nobuo Kubota 1827-10 Shinji, Chiyoda-cho, Shinji-gun, Ibaraki Prefecture (72) Inventor Shin-ichi Kagawa 72-1-310 Yamaya, Minami-ku, Yokohama-shi Kanagawa (72) Toshiaki Maruyama Shibakubo-cho, Tanashi-shi, Tokyo 1-6-16 Tokyo Metropolitan Government Dandanu single dormitory (72) Inventor Yoshimi Tokaibayashi 3154 Obuchi, Fuji City, Shizuoka Prefecture Japan Construction Mechanization Association Construction Mechanization Research Institute (72) Nobuyuki Matsui 2-minamiono, Ichikawa City, Chiba Prefecture 3 C612 (72) Inventor Kazutoshi Tsuji 2-28 Asahi-cho, Omuta-shi, Fukuoka Stock company Mitsui Miike Works Miike Plant

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 横ビームに回動可能な一対の固定ビーム
と、前後方向に移動可能な他の一対の移動ビームを配設
し、各固定ビームと移動ビームの前後に上下に調整可能
な支持脚を設け、かつ前記横ビーム上には前後方向に調
整可能な伸縮ビームを具備した走行可能な横行サドルを
配設し、該伸縮ビームには下端に回転カッタを具備した
伸縮可能なブームを設けた水中歩行式浚渫機を利用して
行なう浚渫方法において、遠隔操作により各固定ビーム
と移動ビームを駆動させて該浚渫機を水中で歩行させ、
次いで前記横行サドルを横ビーム上で走行させながら前
記伸縮可能なビームを制御して前記ブーム下端に設けた
回転カッタによって前後左右に水底を掘削し、その際発
生する掘削ずりはポンプにより水とともに排出すること
によって水底を浚渫することを特徴とした水中歩行式浚
渫方法。
1. A pair of fixed beams, which are rotatable on the lateral beams, and a pair of other movable beams, which are movable in the front-rear direction, are arranged, and the supports are adjustable up and down before and after the fixed beams and the movable beams. A leg is provided, and a traversing traverse saddle provided with a telescopic beam that can be adjusted in the front-rear direction is provided on the transverse beam, and the telescopic beam is provided with an extendable boom having a rotary cutter at the lower end. In the dredging method performed by using the underwater walking type dredger, the fixed beam and the moving beam are driven by remote control to cause the dredge to walk in water.
Next, while the traverse saddle is running on the traverse beam, the expandable beam is controlled to excavate the water bottom in the front, rear, left, and right by the rotary cutter provided at the lower end of the boom, and the excavation shear generated at that time is discharged together with water by the pump. An underwater walking type dredging method characterized by dredging the bottom of the water.
【請求項2】 浚渫機の水中歩行の際に、各固定ビーム
と移動ビームの各調整可能な支持脚を予め打ち込まれた
杭の頭部上に遠隔操作により自動的に載置するように調
整しながら該浚渫機を水中で歩行させることを特徴とし
た請求項1記載の水中歩行式浚渫方法。
2. When the dredger is walking in the water, the adjustable supporting legs of the fixed beam and the movable beam are automatically placed by remote control on the head of a pile that has been driven in advance. The underwater walking type dredging method according to claim 1, wherein the dredging machine is made to walk underwater.
【請求項3】 横ビームに一対の固定ビームを回動可能
に取付けるとともに、他の一対の移動ビームを前後方向
に移動可能に配設し、各固定ビームと移動ビームの前後
に上下に調整可能な支持脚を設け、かつ前記横ビーム上
には走行可能な横行サドルを配設し、該横行サドルに前
後方向に調整可能な伸縮ビームを配設し、該伸縮ビーム
には下端に回転カッタを具備した伸縮可能なブームを突
設したことを特徴とする水中歩行式浚渫機。
3. A pair of fixed beams are rotatably attached to the horizontal beam, and a pair of other movable beams are movably arranged in the front-rear direction, and can be vertically adjusted before and after each fixed beam and the movable beam. A support leg is provided, and a traverse saddle capable of traveling is arranged on the transverse beam, and a telescopic beam that can be adjusted in the front-rear direction is disposed on the traverse saddle. An underwater walking dredger, which is equipped with an extendable boom.
【請求項4】 各固定ビームと移動ビームの前後に設け
られた上下方向に調整可能な支持脚のうち、前支持脚は
ビームに対して前後、左右方向に移動可能に、また後支
持脚は前後方向に移動可能に取付けられていることを特
徴とした請求項3記載の水中歩行式浚渫機。
4. Among the support legs provided before and after the fixed beam and the movable beam, which are adjustable in the vertical direction, the front support leg is movable in the front-back and left-right directions with respect to the beam, and the rear support leg is The underwater walking dredger according to claim 3, wherein the dredger is attached so as to be movable in the front-rear direction.
JP16639594A 1994-06-24 1994-06-24 Underwater walking dredging method and dredging machine Expired - Fee Related JP2751007B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16639594A JP2751007B2 (en) 1994-06-24 1994-06-24 Underwater walking dredging method and dredging machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16639594A JP2751007B2 (en) 1994-06-24 1994-06-24 Underwater walking dredging method and dredging machine

Publications (2)

Publication Number Publication Date
JPH0813539A true JPH0813539A (en) 1996-01-16
JP2751007B2 JP2751007B2 (en) 1998-05-18

Family

ID=15830629

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16639594A Expired - Fee Related JP2751007B2 (en) 1994-06-24 1994-06-24 Underwater walking dredging method and dredging machine

Country Status (1)

Country Link
JP (1) JP2751007B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003303939A (en) * 2002-04-08 2003-10-24 Hitachi Ltd Power semiconductor device and inverter device
EP2759641A1 (en) * 2013-01-24 2014-07-30 BAUER Maschinen GmbH Work platform, device for creating a foundation element and foundation method
CN115448773A (en) * 2022-10-25 2022-12-09 霍玉香 Bio-organic fertilizer and processing technology thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0905663D0 (en) * 2009-04-01 2009-05-13 Marine Current Turbines Ltd Methods of and apparatus for the installation of columns/piles

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003303939A (en) * 2002-04-08 2003-10-24 Hitachi Ltd Power semiconductor device and inverter device
EP2759641A1 (en) * 2013-01-24 2014-07-30 BAUER Maschinen GmbH Work platform, device for creating a foundation element and foundation method
CN115448773A (en) * 2022-10-25 2022-12-09 霍玉香 Bio-organic fertilizer and processing technology thereof
CN115448773B (en) * 2022-10-25 2024-04-19 艾克杰生物科技(黑龙江)有限公司 Biological organic fertilizer and processing technology thereof

Also Published As

Publication number Publication date
JP2751007B2 (en) 1998-05-18

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