JPS6073921A - Underwater excavator - Google Patents

Underwater excavator

Info

Publication number
JPS6073921A
JPS6073921A JP17918783A JP17918783A JPS6073921A JP S6073921 A JPS6073921 A JP S6073921A JP 17918783 A JP17918783 A JP 17918783A JP 17918783 A JP17918783 A JP 17918783A JP S6073921 A JPS6073921 A JP S6073921A
Authority
JP
Japan
Prior art keywords
casing
casing body
hull
pneumatic
water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP17918783A
Other languages
Japanese (ja)
Inventor
Yoshio Higashiyama
東山 芳雄
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.)
KOMATSU KENSETSU KOGYO KK
Original Assignee
KOMATSU KENSETSU KOGYO KK
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 KOMATSU KENSETSU KOGYO KK filed Critical KOMATSU KENSETSU KOGYO KK
Priority to JP17918783A priority Critical patent/JPS6073921A/en
Publication of JPS6073921A publication Critical patent/JPS6073921A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/8833Floating installations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

PURPOSE:To perform efficient excavation of rocks and mud on the river bed and the sea bottom without making water turbid, by a method wherein a pneumatic caisson is elevatably located in an opening at the central part of a ship, and an excavating means, a draning means, and a pneumatic means are provided in the caisson. CONSTITUTION:A hole-like opening 2 is formed in the central part of a ship 1, and a casing 3, which has a closed upper part and is provided at the lower side with a cutting member 4, is elevatably mounted in the holelike opening 2. Further, a jet pump excavator 11, moved and operated by means of a manipulator 31 for control, a draining means 19 and 21 for water in the casing, and pneumatic means 24 and 5, which bring the interior of the casing into a pneumatic condition, are mounted to the interior of the casing 3. This permits dredging and excavating of rocks and mud on the river bed and the sea bottom without making a river water turbid.

Description

【発明の詳細な説明】 不発FJAは水中に於ける土砂、軟弱土?水を汚濁させ
ないで掘削搬出する装置に関するものである。
[Detailed Description of the Invention] Is unexploded FJA soil or soft soil in water? This relates to equipment for excavating and transporting water without polluting it.

河川、湖沼の浚濡工車に於て河失の生砂−へドcIを掘
削することKよる水質汚濁が大きな問題となっている。
Water pollution caused by dredging of rivers, lakes and marshes by excavating raw sand from rivers has become a major problem.

本発明は上記の事情に鑑みなされたものであって、その
目的とするところは河川を汚濁することなく水底地盤の
掘削が可能であり、しかもジェットポンプ掘削機の効率
が向上し岩泥率を格段に向上させることが可能な水中掘
削装置を提供することKある。
The present invention has been made in view of the above circumstances, and its purpose is to enable excavation of underwater soil without polluting rivers, improve the efficiency of jet pump excavators, and reduce the rock mud ratio. It is an object of the present invention to provide an underwater drilling device that can be significantly improved.

以下、本発明を図面全参照し、で説明する。図面中1は
船体であり、船体1の中央部には孔状部2が形成してあ
や、この孔状部2にケーシング本体3が昇降可能に設け
てあp、ケーシング本体3の下端部にはカッティングケ
ーシング4が取付けである。
The present invention will be described below with full reference to the drawings. In the drawing, reference numeral 1 denotes a hull, and a hole 2 is formed in the center of the hull 1. A casing body 3 is provided in the hole 2 so as to be able to rise and fall. The cutting casing 4 is attached.

ケーシング本体3の上flII開口部分は蓋体5により
閉塞されている。船体1には昇降シリンダ6が設けてあ
り、昇降シリンダ6のロッド10けケーシング本体3の
上部に!結しである。
The upper flII opening portion of the casing body 3 is closed by a lid body 5. The hull 1 is equipped with an elevating cylinder 6, and the elevating cylinder 6 has 10 rods at the top of the casing body 3! This is the conclusion.

前記ケーシング本体3内にはジェットポンプ掘削機+1
か操作用ランプレータ31′ft介I−て設けである。
Inside the casing body 3 is a jet pump excavator +1.
A lamp plate 31'ft for operation is provided.

操作用マニプレータ31は蓋体5の下面に軌設されたレ
ール12に走行自在に設けられた走行体13全備えてお
り、走行体13にはアーム14が揺動可能に設けてあり
、アーム14には取付台15が揺期1可能に取付けであ
る。
The operating manipulator 31 includes a running body 13 that is movably provided on a rail 12 provided on the lower surface of the lid body 5, and an arm 14 is swingably provided on the running body 13. The mounting base 15 can be mounted in the swing period 1.

走行体13にはアーム揺動シリンダ16が取付けてあり
、アーム14にに取付揺動シリンダ17が取付けである
。取付台15にはジェットポンプ18が取付けてあり、
ジェットポンプ18けホース19を介して真空発生機2
0を介1−て排出?721に接続しである。真空発生機
2oは高圧ポンプ22の吸込側に管体23を介して接続
しである。
An arm swing cylinder 16 is attached to the traveling body 13, and a swing cylinder 17 is attached to the arm 14. A jet pump 18 is attached to the mounting base 15,
Vacuum generator 2 via jet pump 18 hose 19
Ejected through 1- through 0? 721. The vacuum generator 2o is connected to the suction side of the high-pressure pump 22 via a pipe body 23.

船体1にはコンプレッサ24が設ケチあり、コンプレッ
サ24の吐出側は管体25を介してケーシング本体3内
に通じている。船体1にはスパッド26が前後左右に昇
降可能に設けである。
A compressor 24 is installed in the hull 1 , and the discharge side of the compressor 24 communicates with the inside of the casing body 3 via a pipe 25 . A spud 26 is provided on the hull 1 so as to be movable up and down in the front, rear, left and right directions.

船体Iの前後には操船ウィンチ27と操作室28とが設
けである。
A ship maneuvering winch 27 and an operation room 28 are provided at the front and rear of the hull I.

次に作動を説明する。Next, the operation will be explained.

掘削を開始する場合は掘削位置に水中掘削装置をセット
する。このセツティングは操船ウィンチ27によp別場
所に設けたアンカー30からのワイヤ29を巻き込みワ
イヤ29の引張力により行う。なお、掘削位置は操作室
28内に設ffうflたコンピュータにより制御決定す
る。
When starting excavation, set the underwater drilling equipment at the excavation position. This setting is performed by winding the wire 29 from the anchor 30 provided at a different location using the ship maneuvering winch 27 and applying a tensile force to the wire 29. Note that the excavation position is controlled and determined by a computer installed in the operation room 28.

掘削位竹決めが完了するとスパッド26を下げ船体1を
水底GLに対し7て固定する。
When the excavation position determination is completed, the spud 26 is lowered and the hull 1 is fixed against the water bottom GL.

次に油圧発生源を枢動し、て昇降シリンダ6全作II 
してケーシング本体3ft下降させカッティングケーシ
ング4を土中に押し込む。押込力が不足してくると水中
掘削装置の全重量をカッティングケーシング4に載荷で
きるように昇降シリンダ6の能力が設定しであるために
単位長さ当りの荷重を大きくすることが可能である。
Next, the hydraulic pressure source is pivoted, and the lifting cylinder 6 is fully operated.
Then, the casing body is lowered by 3 feet and the cutting casing 4 is pushed into the soil. When the pushing force becomes insufficient, the capacity of the lifting cylinder 6 is set so that the entire weight of the underwater drilling equipment can be loaded onto the cutting casing 4, so it is possible to increase the load per unit length.

押込量はg+hである。The pushing amount is g+h.

Hは掘削深さであり、hはその土質、水位での必要な根
切り量である。
H is the excavation depth, h is the soil quality and the required amount of root cutting at the water level.

次にジェットポンプ掘削機11でケーシング本体3内の
水を排出しながらコンプレッサ24から圧縮空気をケー
シング本体3内に送り込み掘削深さでの水圧に空気圧を
バランスさせる。
Next, compressed air is fed into the casing body 3 from the compressor 24 while the water in the casing body 3 is discharged by the jet pump excavator 11 to balance the air pressure with the water pressure at the excavation depth.

ケーシング本体3内の排水、圧気が完了したら高圧ポン
プ22により圧送水を真空発生1a20に送り、真空を
発生させる。ジェットポンプ1gを操作用マニプレータ
31で掘削土中に押込み掘削し排出する。
When the drainage and pressurization in the casing body 3 are completed, the high-pressure pump 22 sends water under pressure to the vacuum generator 1a20 to generate a vacuum. The jet pump 1g is pushed into the excavated soil using the operating manipulator 31, excavated, and discharged.

ケーシング本体3内の掘削が完了したら、ケーシング本
体3内に水を入れて掘削完了となる。
When the excavation inside the casing body 3 is completed, water is poured into the casing body 3 to complete the excavation.

掘削が完了したら昇降シリンダ6vi−作動1してケー
シング本体3およびカッティングケーシング4″ft−
上昇させ、スパッド26を持上げ移動姿勢にもどる。
When the excavation is completed, the lifting cylinder 6vi-operates 1 and the casing body 3 and cutting casing 4"ft-
Then lift the spud 26 and return to the moving position.

以上が掘削作業の1サイクルである。The above is one cycle of excavation work.

本発明は以上詳述し友ように、船体lの中央部に孔状部
2全設け、この孔状部2内に、上側開口部分が閉塞さf
′したケーシング本体3を昇降にカッティングケーシン
グ4を設け、船体1にケーシング本体3の昇降動を操作
する昇降シリンダ6を設け、ケーシング本体4内に操作
用マニプレータ31で移動操作されるジェットポンプ掘
削機11を設け、船体1にケーシング本体I内の水を排
出する排水手段とケーシング本体I内を圧気状態にする
圧気発生手段とを設けたことを特徴とする水中掘削装置
である。
As described in detail above, the present invention has a hole-like part 2 entirely provided in the center part of the hull l, and an upper opening part is closed in this hole-like part 2.
A jet pump excavator is provided with a cutting casing 4 for raising and lowering the casing body 3, a lifting cylinder 6 for operating the lifting and lowering movement of the casing body 3 is provided in the hull 1, and the jet pump excavator is moved and operated by an operating manipulator 31 inside the casing body 4. 11, and the hull 1 is provided with a drainage means for discharging water in the casing body I, and a pressure air generating means for bringing the inside of the casing body I into a pressurized state.

したがって、ケーシング本体3をあらかじめ掘削する場
所に根切りまで考慮し、て挿入し、ケーシング本体3内
の水を排出すると共にケーシング本体3内を圧気し掘削
位置まで水圧をバランスさせた状態にし、ジェットポン
プ掘削機11により土砂、ヘドロを掘削排土することが
できるO このために掘削土砂tゴ圧気内にあるためジェットポン
プ掘削機の効率が向上し岩泥率を格段に向上させること
がで酋るし、掘削汚濁全完全に防止することができる。
Therefore, the casing body 3 is inserted into the location to be excavated in advance, taking into account the root cutting, and the water inside the casing body 3 is drained, and the inside of the casing body 3 is pressurized to balance the water pressure until the excavation position is reached. The pump excavator 11 can excavate and remove earth, sand and sludge. For this reason, the excavated earth and sludge are under pressure, which improves the efficiency of the jet pump excavator and dramatically improves the rock-sludge ratio. Therefore, all excavation pollution can be completely prevented.

第1図は本発明一実施例の構成説明図、第2図、第3図
は同作用説明図である。
FIG. 1 is an explanatory view of the configuration of an embodiment of the present invention, and FIGS. 2 and 3 are explanatory views of the same operation.

1#′i船体、3Fiケ一シング本体、4はカッティン
グケーシング、6は昇降シリンダ、11はジェットポン
プ掘削機。
1#'i hull, 3Fi casing body, 4 cutting casing, 6 lifting cylinder, 11 jet pump excavator.

出願人 小松建設工業株式会社 代理人 弁理士 米 原 正 章 弁理士 浜 本 忠Applicant: Komatsu Construction Industry Co., Ltd. Agent: Patent Attorney Masaaki Yonehara Patent Attorney Hamamoto Tadashi

Claims (1)

【特許請求の範囲】[Claims] 船体1の中央部に孔状部2を設け、この孔状部2内に、
上側開口部分が閉癌されたケーシング本体3を昇降可能
に設けると共にケーシング本体3の下端側にカッティン
グケーシング4を設け、船体1にケーシング本体3の昇
降動を操作する昇降シリンダ6を設け、ケーシング本体
4内に操作用マニプレータ3Iで移動操作さするジェッ
トポンプ掘削機11を設叶、船体1にケーシング本体1
内の水管排出する排水手段とケーシング本体1内を圧気
状態にする圧気発生手段とを設けたことf特徴とする水
中掘削装置。
A hole 2 is provided in the center of the hull 1, and within this hole 2,
A casing body 3 with a closed upper opening portion is provided so as to be movable up and down, and a cutting casing 4 is provided on the lower end side of the casing body 3, and an elevating cylinder 6 for operating the elevating movement of the casing main body 3 is provided on the hull 1. A jet pump excavator 11 that is moved and operated by an operating manipulator 3I is installed in the hull 1, and a casing body 1 is installed in the hull 1.
An underwater excavation device characterized in that it is provided with a drainage means for discharging a water pipe inside the casing body 1 and a pressure generation means for bringing the inside of the casing body 1 into a pressurized state.
JP17918783A 1983-09-29 1983-09-29 Underwater excavator Pending JPS6073921A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17918783A JPS6073921A (en) 1983-09-29 1983-09-29 Underwater excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17918783A JPS6073921A (en) 1983-09-29 1983-09-29 Underwater excavator

Publications (1)

Publication Number Publication Date
JPS6073921A true JPS6073921A (en) 1985-04-26

Family

ID=16061455

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17918783A Pending JPS6073921A (en) 1983-09-29 1983-09-29 Underwater excavator

Country Status (1)

Country Link
JP (1) JPS6073921A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1054111A1 (en) * 1999-05-19 2000-11-22 Boudewijn Gabriel Van Rompay Method and installation for carrying out operations under water
EP2090699A2 (en) * 2008-02-18 2009-08-19 Boudewijn Gabriel Van Rompay Method for removing alluvial deposits from the bottom of a watery area
WO2015061861A1 (en) * 2013-11-04 2015-05-07 VAN ROMPAY BOUDEWIJN GABRIëL Device and method for removing alluvial deposits from the bed of a body of water
US10450720B2 (en) 2016-04-21 2019-10-22 Boudewijn Gabriël Van Rompay Device and method for removing alluvial deposits from the bed of a body of water
US20220056664A1 (en) * 2018-09-14 2022-02-24 Boudewijn Gabriël Van Rompay Device for the removal of sludge and/or sand from the bottom of a wetland

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1054111A1 (en) * 1999-05-19 2000-11-22 Boudewijn Gabriel Van Rompay Method and installation for carrying out operations under water
BE1013045A3 (en) * 1999-05-19 2001-08-07 Rompay Boudewijn Gabriel Van Method and system for underwater performance of work with a crane on firm put pontoon.
US6318284B1 (en) 1999-05-19 2001-11-20 VAN ROMPAY BOUDEWIJN GABRIëL Method and installation for carrying out operations under water with a crane on a fixed pontoon
EP2090699A2 (en) * 2008-02-18 2009-08-19 Boudewijn Gabriel Van Rompay Method for removing alluvial deposits from the bottom of a watery area
BE1018005A3 (en) * 2008-02-18 2010-03-02 Rompay Boudewijn Gabriul Van METHOD FOR REMOVING SLUDGE FROM THE BOTTOM OF A WATER FIELD.
EP2090699A3 (en) * 2008-02-18 2010-04-14 Boudewijn Gabriel Van Rompay Method for removing alluvial deposits from the bottom of a watery area
US8122618B2 (en) 2008-02-18 2012-02-28 Van Rompay Boudewijn Gabriel Method for removing alluvial deposits from the bottom of a watery area
WO2015061861A1 (en) * 2013-11-04 2015-05-07 VAN ROMPAY BOUDEWIJN GABRIëL Device and method for removing alluvial deposits from the bed of a body of water
BE1021095B1 (en) * 2013-11-04 2016-01-18 VAN ROMPAY BOUDEWIJN GABRIëL DEVICE AND METHOD FOR REMOVING SLUDGE FROM THE BOTTOM OF A WATER FIELD
US10030359B2 (en) 2013-11-04 2018-07-24 Boudewijn Gabriël Van Rompay Device and method for removing alluvial deposits from the bed of a body of water
US10450720B2 (en) 2016-04-21 2019-10-22 Boudewijn Gabriël Van Rompay Device and method for removing alluvial deposits from the bed of a body of water
US20220056664A1 (en) * 2018-09-14 2022-02-24 Boudewijn Gabriël Van Rompay Device for the removal of sludge and/or sand from the bottom of a wetland
US11959248B2 (en) * 2018-09-14 2024-04-16 Boudewijn Gabriël Van Rompay Device for the removal of sludge and/or sand from the bottom of a wetland

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