JP2751007B2 - Underwater walking dredging method and dredging machine - Google Patents

Underwater walking dredging method and dredging machine

Info

Publication number
JP2751007B2
JP2751007B2 JP16639594A JP16639594A JP2751007B2 JP 2751007 B2 JP2751007 B2 JP 2751007B2 JP 16639594 A JP16639594 A JP 16639594A JP 16639594 A JP16639594 A JP 16639594A JP 2751007 B2 JP2751007 B2 JP 2751007B2
Authority
JP
Japan
Prior art keywords
movable
water
dredging
fixed
telescopic
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 - Fee Related
Application number
JP16639594A
Other languages
Japanese (ja)
Other versions
JPH0813539A (en
Inventor
浩 井口
信雄 久保田
伸一 柄川
俊明 丸山
良美 東海林
信行 松井
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
SHUTO KOSOKU DORO KODAN
Kajima Corp
Mitsui Miike Engineering Corp
Original Assignee
NIPPON KENSETSU KIKAIKA KYOKAI
SHUTO KOSOKU DORO KODAN
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, SHUTO KOSOKU DORO KODAN, 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

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 earth and sand at a water bottom by a rotary cutter while walking in water by remote control from above the water and discharging the excavated water together with the water. The present invention relates to a dredging method and a dredging machine in which a support leg is securely placed on a head of a pile driven into a water bottom, and while walking, a soil or the like at the water bottom is excavated by a rotary cutter and discharged with a pump together with water.

【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 dredging a water floor or installing a submersible for a road on the water floor, a ladder with a cutter attached to the tip of a ship at sea is lowered to the water floor, and the cutter is moved left and right. While the earth and sand from the water bottom was taken into the cutter, it was discharged onto the ship with water from the suction port in the cutter, and the water bottom was dredged. Then, as shown in FIG. 7, the apparatus fixes the barge 1 with a fixed pile 2 driven into the water bottom, and attaches the tip of a ladder 3 provided on the barge 1 to a crane 4 on the ship.
Suspended on a wire rope 5 lowered from the
Is driven and lowered to the water 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 right and left at the water bottom 7 to excavate the water bottom 7. Is discharged through a suction pipe 9 provided in the ladder 3 and 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 dropping the rudder attached with a cutter to the tip attached to the ship to the bottom of the water as described above and dredging the water bottom, the length of the rudder increases when the water to be dredged becomes deeper. Need to be bigger,
In addition, the size of the barge becomes large, which causes a problem in economy. Further, there is a disadvantage that the barge shakes due to the influence of wind and waves, so that the height of the excavating cutter fluctuates and uniform excavation cannot be performed.
Further, when there is an obstacle on the seabed, there is a drawback that accurate dredging cannot be performed by avoiding the obstacle.

【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 earth and sand on the bottom of a water with a rotary cutter while walking in the water by remote control from above the water, and discharging the excavated water together with the water. It is intended to provide.

【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。
According to the present invention, a pair of fixed beams rotatable on a horizontal beam and another pair of movable beams movable in a front-rear direction are provided to achieve the above object. A movable traverse saddle having a telescopic beam adjustable in the front-rear direction is provided on the horizontal beam, and a support leg adjustable up and down is provided before and after each fixed beam and the movable beam; In the dredging method performed using a submersible walking dredge equipped with a telescopic 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 dredge underwater. Let them walk,
Then, while the transverse saddle is running on the transverse beam, the extensible beam is controlled by controlling the extendable beam, and a water cutter is provided at the lower end of the boom to excavate the water bottom in front, rear, left and right directions. This is a submersible walking dredging method characterized by dredging the bottom of the water by discharging together with a pair of fixed beams rotatably attached to the horizontal beam and moving the other pair of moving beams in the front-rear direction. , A support leg which can be adjusted up and down before and after each fixed beam and moving beam, and a traversable transverse saddle is arranged on the transverse beam, and the transverse saddle can be adjusted in the longitudinal direction. With a flexible telescopic beam,
An underwater walking dredging machine characterized in that a telescopic boom having a rotating cutter is protruded from a lower end of the telescopic beam.

【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 underwater walking dredging method and the dredging machine will be described. When the dredging machine is walked from the water by remote control, the adjustable front and rear support legs of the pair of moving beams are shortened. Thereafter, the moving beam is driven to advance with respect to the lateral beam, and after a certain length of movement, the adjustable support leg is extended and installed on the head of the previously driven pile. Next, after the adjustable front and rear support legs of the pair of fixed beams are contracted, the driving unit of the moving beam is reversely driven to move the fixed beam forward with the transverse beam with respect to the moving beam, and then the adjustable beam is adjustable. With the supporting legs extended, the dredger mounted on the head of the previously driven pile will walk forward in water. After the dredging machine is moved forward in the water and installed in this way, the horizontal saddle is moved left and right on a horizontal beam to excavate a water bottom while moving the rotary cutter at the lower end of the extendable boom back and forth and left and right. The excavated waste is drained together with water through a mud sending hose by a sand pump provided near the rotary cutter to perform dredging work on the water bottom.

【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 the traveling direction of the dredging machine is to be changed, the adjustable front and rear support legs of the pair of moving beams are contracted while the parallel fixed beams are installed on the head of the previously driven pile. Then, 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 horizontal beam is rotated with the pair of moving beams with respect to the fixed beam. After the direction correction in this way, the pair of movable beams are placed on the head of the previously driven pile, and then the adjustable front and rear support legs of the pair of fixed beams are retracted and lifted from the pile to correct the direction. By driving a cylinder and a swivel cylinder connected between the transverse beam and the other fixed beam to return both fixed beams to the original parallel position, the entire body can be changed in direction and advanced.

【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。
Next, embodiments of the present invention will be described with reference to the drawings. 1 to 3 show one embodiment of the present invention. FIG. 1 is an overall side view of the present embodiment, and FIGS.
Is a plan view for explaining the operation of the present embodiment. In this embodiment, the horizontal beam 11 and one of the fixed beams 12 are rotatably attached. Specifically, as shown in FIGS. Swing guide 1
3 is disposed in a support frame 14 having a similar arc shape provided on the horizontal beam 11.
Is moved by the hydraulic cylinder 15 for correcting the direction,
The fixed beam 12 is rotated with respect to the horizontal beam 11. Also,
The horizontal beam 11 and the other fixed beam 16 are also rotatably mounted. In the present embodiment, the fixed beam 16 is a swivel frame 17 and a fixed beam 16 provided on the horizontal beam 11 as shown in FIGS. The fixed beam 16 is rotatably attached to the horizontal beam 11 by a horizontal beam 11 and a hydraulic cylinder 19 for rotation connected to the fixed beam 16.
Further, at both ends of the horizontal beam 11, the moving beams 21 and 21 are sandwiched by a plurality of guide rollers 20 provided on the horizontal beam 11 so that the moving beams 21 and 21 can be moved in the front-rear direction 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 respectively provided before and after each of the fixed beams 12 and 16 and each of the movable beams 21 and 21. Each front support leg 22 is provided with a guide 2 that can be adjusted in the front-rear direction with respect to each beam.
The rear support legs 23 are provided by guides 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 that can travel is disposed on the horizontal beam 11, and the traverse saddle 26
The guide roller 27 allows the upper part of the horizontal beam 11 to be moved in the horizontal direction, and a telescopic beam 28 is supported on the horizontal saddle 26 via a guide roller 29. The telescopic beam 28 is provided on the horizontal saddle 26. It is driven in the front-rear direction by the telescopic pinion 30. Note that reference numeral 30a
Is a rack fixed to the telescopic beam 28. An extensible boom 32 provided with a rotary cutter 31 at a lower end is protruded from a distal end of the extensible beam 28, and the extensible boom 32 includes an inner cylinder 32a and an outer cylinder 32b. A suction port 34 of a sand pump 33 is provided near the rotary cutter 31 provided at the lower end of the telescopic boom 32, and the excavated shear generated by the excavation of the rotary cutter 31 is removed by the sand pump 33. The water is sent to the earth and sand carrier 36 through the mud sending hose 35 together with the water. Reference numeral 37 denotes a pile previously driven into the water bottom 7.

【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 dredging machine of this embodiment is walked and advanced by remote control from above the water, a pair of moving beams 21 provided at both ends of the horizontal beam 11 are moved forward and backward. After the support legs 22 and 23 which can be adjusted up and down are all retracted and separated from the stake 37, the two moving beams 21 are driven by a hydraulic cylinder (not shown) to advance with respect to the horizontal beam 11. After a certain length of advance, the adjustable support leg 2
The sharp lower ends of the supporting legs 22, 23 are inserted into the holes of the head of the pile 37, which has been previously driven into the water bottom by extending the two, 23, respectively, and the flanges 22b are mounted on the pile head and the grippers 22a are mounted. Fixed by. Next, after vertically supporting support legs 22 and 23 provided before and after the pair of fixed beams 12 and 16 are respectively contracted, a hydraulic cylinder (not shown) of the moving beam 21 is driven in reverse to move the moving beam 21. Fixed beam 1 with horizontal beam 11
2 and 16 are moved forward. Thereafter, the adjustable support legs 22 and 23 are respectively extended and installed on the head of the pile 37 previously driven into the water bottom in the same manner as described above, so that the dredger walks forward in the water. In this case, even if the sharp lower ends of the support legs 22 and 23 do not coincide with the positions of the piles 37, the front support legs 22 are also moved in the lateral direction by the guides 24 that can be adjusted in the front-rear direction with respect to the beam. Since each rear support leg 23 is provided so as to be movable in the front-rear direction with respect to each beam by the guide 25, it is easily adjusted so that each support leg 22, 23 is securely mounted on the head of the pile 37. Can be inserted.

【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 this embodiment, the dredging machine is walked and advanced in the water, and is mounted on the head of a pile 37 previously driven into the water bottom. The telescopic beam 28 is extended by the telescopic pinion 30 provided on the traversing saddle 26 while traveling left and right, and the vertically movable telescopic boom 32 protruding from the distal end of the telescopic beam 28 is used to rotate the front and rear by the rotating cutter 31 at the lower end. Boom 3 that excavates the water bottom flat while moving it to the left and right, and the excavated shears can expand and contract
(2) suction from a suction port 34 of a sand pump 33 disposed near the rotary cutter 31 at the lower end;
The water is sent to the earth and sand carrier 36 through the mud sending hose 35 together with the water by 3. In this manner, in this embodiment, the dredging of the water bottom and the dredging of the water bottom for installing the submersible for the road on the water bottom can be performed while walking forward in the water by remote control from above.

【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。
When changing the traveling direction of the dredging machine of the present embodiment, the parallel fixed beams 12, 16 are installed on the head of the pile 37 driven into the water bottom as described above. The four vertically adjustable support legs 24 and 25 provided before and after a pair of moving beams 21 provided at both ends of the horizontal beam 11 are all contracted to form the two moving beams 2.
After the front beam 1 is moved forward, the arc-shaped turning guide 13 disposed in the support frame 14 of the side beam 11 is moved by a hydraulic cylinder 15 for correcting the direction of the side beam 1.
1 is swiveled with respect to the fixed beam 12 together with the two moving beams 21. After turning the lateral beam 11 together with the two moving beams 21 with respect to the fixed beam 12 by the angle θ in this manner, the two moving beams 21 are bored in the head of the pile 37 previously driven into the water bottom. Inside each support leg 2
After inserting the sharp lower ends of the pair 2 and 23, mounting the flange 22b on the pile head and mounting and fixing the same by the gripper 22a, the front and rear support legs of the pair of fixed beams 12, 16 can be adjusted up and down. Shrink all 22 and 23 and pile 37
From the direction correcting hydraulic cylinder 15
And the swing cylinder 19 connected between the horizontal beam 11 and the other fixed beam 16 are driven together to swing the two fixed beams 12, 16 in the opposite direction by the angle θ to return to the original parallel position. Thereby, it is possible to change the direction of the entire body and move 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 the present embodiment, the rotary cutter at the lower end of the extensible boom is moved forward, backward, left and right by remote operation from above the water while walking and moving forward on the head of the pile previously driven into the water bottom. The water bottom can be excavated flat and the excavated shear generated at that time is sucked from the suction port of the sand pump provided near the rotary cutter at the lower end of the extendable boom, and passes through the mud hose with water by the sand pump. Can be dredged reliably without being affected by waves, and dredging work can be performed accurately only by remote control from the water, without underwater work by divers. .

【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 control from above the water to allow the dredger to freely walk in the water, and the traversing saddle is placed on the horizontal beam. The extensible beam is excavated in the front and rear and right and left by the rotating cutter provided at the lower end of the boom while controlling the extendable beam while traveling at the same time, and the excavated shear generated at that time is discharged together with the water by the sand pump, so that the water depth is deep. The water bottom can be dredged quickly and accurately without being affected by waves on the water while walking forward on the bottom without fail. The dredging operation around the obstacle can be performed accurately only by remote control of the vehicle.

【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。
Further, the front support legs are forward and backward with respect to each beam,
Since it is movable in the left-right direction and the rear support leg is movable in the front-rear direction, the support leg can be automatically and securely installed on the head of the previously driven pile by remote control. . Therefore, in the present invention, dredging work on the bottom of the water or submerged dredging work for installing a submersible for roads on the bottom of the water, etc., can be reliably performed while the dredging machine can freely walk in the water by remote control from safe water. There is an effect that can be.

【図面の簡単な説明】[Brief description of the 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 DESCRIPTION OF SYMBOLS 11 Lateral beam 12, 16 Fixed beam 13 Swivel guide 14 Support frame 15, 19 Hydraulic cylinder 17 Swivel frame 18 Swivel table 20, 27, 29 Guide roller 21 Moving beam 22 Front support leg 23 Rear support leg 24, 25 Guide 26 Traverse saddle 28 Telescopic Beam 30 Telescopic Pinion 31 Rotary Cutter 32 Telescopic Boom 33 Sand Pump 34 Suction Port 35 Mud Feeding Hose 36 Sediment Carrier 37 Pile

───────────────────────────────────────────────────── フロントページの続き (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 (56)参考文献 特開 平5−187035(JP,A) 特開 平5−39623(JP,A) 特開 平5−187036(JP,A) 実開 平3−122143(JP,U) (58)調査した分野(Int.Cl.6,DB名) E02F 3/92 E02F 5/00──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Hiroshi Iguchi 615-2-262 Nobamachi, Konan-ku, Yokohama-shi, Kanagawa Prefecture (72) Inventor Nobuo Kubota 1827-10 Shinji, Chiyoda-cho, Shinji-gun, Ibaraki Prefecture (72) Inventor Shinichi Kawa 72-1-310 Yamatani, Minami-ku, Yokohama-shi, Kanagawa Prefecture (72) Inventor Toshiaki Maruyama 1-16-16, Shibakubo-cho, Tanashi-shi, Tokyo In the dormitory of a single bachelor in the capital, Kodandan (72) Yoshimi Tokaibayashi 3154 Obuchi, Fuji-shi, Shizuoka Address Japan Construction Mechanization Association Construction Mechanization Research Laboratory (72) Inventor Nobuyuki Matsui 2-32 Minami-Ono, Ichikawa-shi, Chiba C72 (72) Inventor Kazuki Tsuji 2-28 Asahi-cho, Omuta-shi, Fukuoka Mitsui Co., Ltd. Miike Works Miike Works (56) References JP-A-5-187035 (JP, A) JP-A-5-39623 (JP, A) JP-A 5-187036 (JP, A) Hei 3-122143 (JP, U) (58) Fields investigated (Int. Cl. 6 , DB name) E02F 3/92 E02F 5/00

Claims (4)

(57)【特許請求の範囲】(57) [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 rotatable on a horizontal beam and another pair of movable beams movable in the front-rear direction, and a support adjustable up and down before and after each fixed beam and the movable beam. A movable transverse saddle having a leg and a telescopic beam adjustable in the front-rear direction is provided on the lateral beam, and the telescopic beam is provided with a telescopic boom having a rotating cutter at a lower end. In a dredging method performed using a submerged walking dredger, the fixed beam and the moving beam are driven by remote control to cause the dredger to walk in the water,
Then, while the transverse saddle is running on the transverse beam, the extensible beam is controlled by controlling the extendable beam to excavate the water bottom in front, back, left and right by a rotary cutter provided at the lower end of the boom. A submersible walking dredging method characterized in that the water bottom is dredged by carrying out.
【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. Adjustable support legs for each fixed beam and movable beam are automatically mounted by remote control on the head of a previously driven pile when the dredge machine walks underwater. The underwater walking dredging method according to claim 1, wherein the dredging machine is caused to walk in the water while being dripped.
【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 is rotatably mounted on the horizontal beam, and another pair of moving beams is disposed so as to be movable in the front-rear direction, and can be adjusted up and down before and after each fixed beam and the moving beam. A movable saddle is provided on the lateral beam, a telescopic beam adjustable in the front-rear direction is disposed on the lateral saddle, and a rotary cutter is provided at a lower end of the telescopic beam. An underwater walking dredging machine characterized by having a telescopic boom provided.
【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 vertically adjustable support legs provided before and after each fixed beam and movable beam, the front support leg is movable in the front and rear and left and right directions with respect to the beam, and the rear support leg is The underwater walking dredging machine according to claim 3, wherein the dredging machine is mounted 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 JPH0813539A (en) 1996-01-16
JP2751007B2 true 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 (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101743424B1 (en) * 2009-04-01 2017-06-15 마린 커런트 터빈스 리미티드 Methods and apparatus for the installation of columns/piles

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JP2003303939A (en) * 2002-04-08 2003-10-24 Hitachi Ltd Power semiconductor device and inverter device
EP2759641B1 (en) * 2013-01-24 2019-07-10 BAUER Maschinen GmbH Work platform, device for creating a foundation element and foundation method
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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101743424B1 (en) * 2009-04-01 2017-06-15 마린 커런트 터빈스 리미티드 Methods and apparatus for the installation of columns/piles

Also Published As

Publication number Publication date
JPH0813539A (en) 1996-01-16

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