JPS6234913B2 - - Google Patents
Info
- Publication number
- JPS6234913B2 JPS6234913B2 JP56078435A JP7843581A JPS6234913B2 JP S6234913 B2 JPS6234913 B2 JP S6234913B2 JP 56078435 A JP56078435 A JP 56078435A JP 7843581 A JP7843581 A JP 7843581A JP S6234913 B2 JPS6234913 B2 JP S6234913B2
- Authority
- JP
- Japan
- Prior art keywords
- support pipe
- hydraulic
- workbench
- boring
- holding plate
- 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
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- Earth Drilling (AREA)
Description
【発明の詳細な説明】
本発明は水中ボーリング装置に関するものであ
つて、試錐設備を軽量化した一体設備となして設
置、取外し、搬送等の取扱いを便利にし、また水
深度の大小と波浪の大小に影響されず特に簡素化
された駆動機構により常に円滑にフロート台船上
の動力源により試錐機を駆動し、試錐作業が容易
に行われるようにしたものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an underwater boring device, and the present invention relates to an underwater boring device that is lightweight and integrated, making installation, removal, transportation, and other handling convenient. The drilling machine is always smoothly driven by the power source on the float barge using a particularly simplified drive mechanism that is not affected by the size, so that drilling work can be performed easily.
従来、公知の試錐装置は、一般に試錐ロツドを
推進する機構、ロツドの案内機構、動力装置及び
動力伝達機構、並びに試錐装置を安全に支持する
やぐら等の各機構が夫々密接な関連性をもつて不
離一体的に組合わされているのが通常であつた。 Conventionally known drilling equipment generally has a mechanism for propelling the drilling rod, a guide mechanism for the rod, a power device and a power transmission mechanism, a tower for safely supporting the drilling equipment, and other mechanisms that are closely related to each other. Usually, they were combined inseparably.
そして従来は海とか川において水中ボーリング
を行う場合、水上に作業基地となる大規模の人工
島とか作業用デツキを構築したり、或は水底に作
業室として利用できる巨大な潜函(ケーソン)を
沈設して行うボーリング工法或は陸上から行う傾
斜ボーリング工法があるが、これらの工法はその
設置作業に多大の時間と経費を必要とし、また作
業可能地点に限界があるばかりではなく鉄製やぐ
らではその重量があるためクレーン台船による移
動が必要で用船費が高くつく欠点があつた。ま
た、このやぐらは潮流の速い場所、海底地盤の形
状(凹凸、傾斜地)によつては据付けが難しいこ
とがあり、あまり実用的ではなかつた。 Traditionally, when performing underwater boring in the sea or river, a large-scale artificial island or work deck was built on the water to serve as a work base, or a huge caisson was sunk at the bottom of the water to be used as a work chamber. There are two methods: one is a boring method carried out using a steel tower, and the other is an inclined boring method that is carried out from land.However, these methods require a great deal of time and expense for installation work, and not only are there limits to where work can be done, but also the weight of steel towers. Because of this, it had to be moved using a crane barge, which had the disadvantage of high charter costs. Additionally, it was difficult to install these towers in locations with fast currents and the shape of the seabed (unevenness, slopes), so they were not very practical.
本発明は以上従来のものの欠点に鑑み、従来の
ような人工島、デツキ或は潜函を設ける必要がな
く、またやぐらを使用することなく搬送作業組立
て、駆動を通じて簡便にボーリング施工のできる
装置を提供することを日的とするものである。 In view of the above-mentioned drawbacks of the conventional devices, the present invention provides a device that does not require the installation of artificial islands, decks, or boxes as in the conventional devices, and can easily carry out boring work through transportation, assembly, and drive without using a tower. It is a daily practice to do so.
即ち、本発明はボーリング本体を駆動源から完
全に分離してこれを1本の支持パイプに取付けた
作業台上に設け、更に作業台上を開放的にして試
錐ロツド先端のコアーチユーブ、シンウオールチ
ユーブ、貫入試験機等の着脱作業等を容易にし、
而も駆動源をフロート台船に設けて油圧機構によ
り試錐機運転を常に円滑となしたものである。 That is, the present invention completely separates the boring body from the driving source and installs it on a workbench attached to a single support pipe, and furthermore, the workbench is made open so that a core tube and a thin wall tube at the tip of the drilling rod can be installed. , facilitates installation and removal of penetration testing machines, etc.
Moreover, the driving source was installed on the float barge, and a hydraulic mechanism ensured smooth operation of the drilling machine at all times.
なお、フロート台船上の駆動源により試錐機を
運転する手段として先に本願出願人が関与した発
明である特公昭52―20922号公報の傾動自在型試
錐装置があるが、これは試錐ロツドを回転、昇降
するのに歯車機構を使用し、この歯車機構の駆動
を駆動源(原動機)に連結したユニバーサルジヨ
イントのシヤフトを介して行うものでこれにより
台船と支持パイプの上端ケーシング内に設けた歯
車機構との位置の変化に影響されずに試錐装置を
円滑に駆動し得るものの、歯車機構及びこれに対
応させるための駆動機構の構造の複雑化、操作の
面倒さは避けられず、而も歯車機構と台船との位
置の変化が大なるとき、これを調整するための角
度調整装置を別に設けたりしなければならなかつ
た。 Note that there is a tilting type drilling device disclosed in Japanese Patent Publication No. 52-20922, which is an invention in which the applicant of the present application was previously involved, as a means for operating a drilling machine using a drive source on a float barge, but this device rotates the drilling rod. , a gear mechanism is used to raise and lower the gear mechanism, and this gear mechanism is driven via a universal joint shaft connected to a drive source (prime mover). Although it is possible to drive the drilling device smoothly without being affected by changes in the position with respect to the gear mechanism, the structure of the gear mechanism and the drive mechanism to accommodate it are unavoidably complicated, and the operation is troublesome. When the position of the gear mechanism and the barge changes significantly, it is necessary to separately provide an angle adjustment device to adjust the change.
本発明はこの駆動機構を改良し、一本支持パイ
プによるボーリング本体と駆動源との分離の効果
を更に向上するものである。 The present invention improves this drive mechanism and further improves the effect of separating the boring body and the drive source using a single support pipe.
以下、本発明の構成を図面に示す実施例につい
て説明するとつぎのとおりである。 DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Examples of the configuration of the present invention shown in the drawings will be described below.
第1図において2はボーリング本体、3はボー
リング本体2を駆動する駆動源、試錐機吊下げ等
に使用するクレーン等を搭載したフロート台船で
ある。ボーリング本体2を図示の如く海底地盤イ
に立設する支持パイプ4の上端に取付けた作業台
5上に取付けて1体のボーリング試錐機1とす
る。そして掘削及び試料採取する試錐ロツド6を
支持パイプ4内の土止め作用をするケーシングパ
イプ7に貫通してある。 In FIG. 1, reference numeral 2 denotes a boring body, and 3 denotes a float barge equipped with a drive source for driving the boring body 2, a crane used for suspending the drilling machine, and the like. As shown in the figure, the boring body 2 is attached to a workbench 5 attached to the upper end of a support pipe 4 erected on the seabed ground, forming a single boring tester 1. A test rod 6 for excavating and collecting samples is passed through a casing pipe 7 that acts as a retaining member within the support pipe 4.
ボーリング本体2は、第2図に示すように保持
盤8の中央に試錐ロツド6を貫通して後これを支
持パイプ4のケーシングパイプ7に貫挿し、ロツ
ド下端に着脱可能にコアーチユーブ或はシンウオ
ールチユーブ、貫入試験機等をネジ着するように
してある。 As shown in FIG. 2, the boring body 2 is constructed by passing a drilling rod 6 through the center of the holding plate 8, then inserting it into the casing pipe 7 of the support pipe 4, and detachably attaching a core tube or thin wall to the lower end of the rod. It is designed to screw tubes, penetration testers, etc.
上記試錐ロツド6は保持盤8上の油圧モータ9
に直結して回転せられるチヤツク部材10を通し
て保持盤8に遊挿し、チヤツク部材10の掴持を
介して回転する。また、保持盤8は第2図に示す
如く支持パイプ4の上端フランジ部11に固着し
た作業台5に取付けた2個の油圧シリンダー1
2,12のピストンロツド13,13上端に取付
ける。2個の油圧シリンダー12,12は作業台
5の側辺に近く設けてその間隔をできるだけ広く
し、作業台5上を開放的にする。この油圧シリン
ダー12により試錐ロツド6は、これをチヤツク
部材10にて掴持し、ピストンロツド13を進
出、退入させることにより保持盤8とともに昇降
運動する。 The above-mentioned drilling rod 6 is connected to a hydraulic motor 9 on a holding plate 8.
It is loosely inserted into the holding plate 8 through a chuck member 10 which is directly connected to and rotated, and is rotated through the grip of the chuck member 10. In addition, the holding plate 8 includes two hydraulic cylinders 1 attached to a workbench 5 fixed to the upper end flange portion 11 of the support pipe 4, as shown in FIG.
Attach to the upper ends of piston rods 13 and 13 of 2 and 12. The two hydraulic cylinders 12, 12 are provided close to the sides of the workbench 5 to make the interval between them as wide as possible to make the workbench 5 open. The hydraulic cylinder 12 causes the drilling rod 6 to move up and down together with the holding plate 8 by gripping it with the chuck member 10 and moving the piston rod 13 forward and backward.
以上のようにして試錐ロツド6は油圧モータ
9、油圧シリンダー12,12及びチヤツク部材
10の協同作動により適時回転しながら、または
不回転で上昇及び降下させることができる。 As described above, the test rod 6 can be raised and lowered with or without rotation at appropriate times by the cooperative operation of the hydraulic motor 9, the hydraulic cylinders 12, 12, and the chuck member 10.
また、作業台5には第1図に示すように巻上げ
ドラム14を設けてある。このドラム14はワイ
ヤーを介して試錐ロツド6を吊持してボーリング
本体2への取付け、引揚げ、その他ロツド継ぎ足
し等に使用し、またワイヤーに吊下げた槌を引上
げ、引落して試錐ロツドを海底地盤に打込むのに
使用する。そしてまた、作業台5を取付ける支持
パイプ4は作業地点の水深に応じて複数本フラン
ジ結合し所定の長さとなし得るようにする。 Further, the workbench 5 is provided with a hoisting drum 14 as shown in FIG. This drum 14 suspends the drilling rod 6 via a wire and is used for attaching it to the boring body 2, lifting it up, and adding other rods, and also pulls up and pulls down a mallet suspended from the wire to suspend the drilling rod. Used for driving into the submarine ground. Furthermore, a plurality of support pipes 4 to which the work table 5 is attached are connected by flanges depending on the water depth at the work site so as to have a predetermined length.
フロート台船3上には第1図に示すように油圧
ユニツト15を設け、この油圧ユニツト15と油
圧モータ9及び油圧シリンダー12,12とを操
作部16を介して油圧ホース17,18により連
結する。この油圧ホース17,18は可撓性を有
し、且つゴム管にビニール管を被覆する等して強
度を持たせた二重ホースとする。これによりボー
リング本体駆動の油圧モータ9及び油圧シリンダ
ー12,12はともに台船3上の油圧ユニツト1
5によつて操作部16を介して遠隔操作のもとに
容易に駆動される。また、この油圧ユニツト15
は台船3に設けたウインチ19を作動させてやぐ
ら状の大型クレーン20を作動する。なお、台船
3上にはボーリングに際し、コアーチユーブ部等
に発生するスライムを除去するのに使用する濾過
泥水をデリペリーホース21、試錐ロツド6及び
泥水ホース22を介して循環供給するポンプ23
とオーバーフローした泥水を支持パイプ4からホ
ース22を経て回収し、これを濾過する泥水槽2
4とを設けてある。29は支持パイプ4内でケー
シングパイプ7の上端口下位に設けた逆止弁作用
の泥水止めパツキングである。 As shown in FIG. 1, a hydraulic unit 15 is provided on the float barge 3, and this hydraulic unit 15 is connected to a hydraulic motor 9 and hydraulic cylinders 12, 12 via an operating section 16 with hydraulic hoses 17, 18. . The hydraulic hoses 17 and 18 are flexible and double-sided hoses made by covering a rubber tube with a vinyl tube or the like to provide strength. As a result, the hydraulic motor 9 and the hydraulic cylinders 12, 12 for driving the boring body are both connected to the hydraulic unit 1 on the barge 3.
5 under remote control via the operating section 16. In addition, this hydraulic unit 15
The winch 19 provided on the barge 3 is operated to operate the tower-shaped large crane 20. Furthermore, on the barge 3, there is a pump 23 that circulates and supplies filtered mud water, which is used to remove slime generated in the core tube section etc. during boring, through a delivery hose 21, a test drilling rod 6, and a mud water hose 22.
A muddy water tank 2 collects overflowing muddy water from a support pipe 4 via a hose 22 and filters it.
4 is provided. Reference numeral 29 denotes a muddy water stop packing that acts as a check valve and is provided in the support pipe 4 below the upper end of the casing pipe 7.
以上の構成により水中ボーリングをするに際し
ては、先ず支持パイプ4を複数本連結して試錐作
業地点の水深に応じた長さとし、この支持パイプ
4の上端に作業台5を取付け、更に上記作業台5
に油圧モータ9とチヤツク部材10とを取付けた
保持壁8及び油圧シリンダー12,12等を取付
けて1体に組立てたボーリング本体2を設けて1
体のボーリング試錘材1とし、これを試錐ロツド
6とともにフロート台船3上に搭載する。この台
船3を目的地点の海上に曳航し、船上の巻上げウ
インチ19、クレーン20を使用して組立てたボ
ーリング試錐機1を吊り上げ、その支持パイプ4
を作業地点の水中に突入し、第1図に示すように
海底地盤イに立設する。ついで海底地盤イに立設
した支持パイプ4内にケーシングパイプ7を挿入
して同軸心に内装する。なお、このケーシングパ
イプ7はボーリング試錐機1の組立て時に支持パ
イプ4に内装しておいてもよい。この支持パイプ
4の立設に際しては図示の如く支持パイプ4に係
止させた複数条のアンカーワイヤ25の牽引と、
支持パイプ4の下部に予め取付けた安定盤26に
直結したワイヤ27の牽引とを水深、地盤形状、
波浪状態等に応じて単独又は併合して使用し、そ
の垂直立設を安定させる。ついで保持盤8のチヤ
ツク部材10を解放し、台船3上の試錐ロツド6
をクレーン20又は作業台5上の巻上げドラム1
4を使用して吊持してチヤツク部材10、保持盤
8を貫通し、作業台5上で試錐ロツド6の下端に
コアーチユーブをネジ着し、支持パイプ内のケー
シングパイプ7内にコアーチユーブを先端にして
挿入し、支持パイプ4の長さに合せてロツド継ぎ
足しをしながらコアーチユーブが地盤に衝突する
まで貫通する。そして更に巻上げドラム14のワ
イヤー14′に引落し槌を取付け、試錐ロツド6
の上端を叩打してロツドを地盤層内に打込む。ま
た、この試錐ロツドの打込みに前後して操作部1
6を介して油圧ユニツト15に連結させた油圧ホ
ース17及び18を夫々油圧モータ9及び油圧シ
リンダー12,12に連結し、泥水パイプ22を
支持パイプ4と台船3の泥水槽24間に接続配管
する。 When performing underwater boring with the above configuration, first, a plurality of support pipes 4 are connected to have a length corresponding to the water depth at the drilling work point, a work table 5 is attached to the upper end of this support pipe 4, and then a work table 5 is attached to the upper end of the support pipe 4.
A retaining wall 8 to which a hydraulic motor 9 and a chuck member 10 are attached, a hydraulic cylinder 12, 12, etc. are attached to the boring body 2, which is assembled into one body.
The body is used as a boring test weight 1, and this is mounted on a float barge 3 together with a test rod 6. This barge 3 is towed to the sea at the destination point, and the assembled boring test machine 1 is lifted using the hoisting winch 19 and crane 20 on the ship, and its support pipe 4
plunge into the water at the work site and erect it on the seabed ground as shown in Figure 1. Next, the casing pipe 7 is inserted into the support pipe 4 erected on the seabed ground A and coaxially installed inside the support pipe 4. Note that this casing pipe 7 may be installed inside the support pipe 4 when the boring machine 1 is assembled. When erecting this support pipe 4, as shown in the figure, a plurality of anchor wires 25 fixed to the support pipe 4 are pulled,
The traction of the wire 27 directly connected to the stabilizing plate 26 installed at the bottom of the support pipe 4 in advance is determined based on water depth, ground shape,
Depending on wave conditions, they can be used alone or in combination to stabilize their vertical installation. Next, the chuck member 10 of the holding plate 8 is released, and the drilling rod 6 on the barge 3 is released.
hoisting drum 1 on crane 20 or workbench 5
4 to suspend it and pass through the chuck member 10 and holding plate 8, screw the core tube to the lower end of the drilling rod 6 on the workbench 5, and insert the core tube into the casing pipe 7 in the support pipe with the tip of the core tube. The core tube is inserted, and while adding rods to match the length of the support pipe 4, it penetrates until the core tube collides with the ground. Then, a pull-down hammer is attached to the wire 14' of the hoisting drum 14, and the test drilling rod 6 is
Hit the upper end of the rod and drive it into the ground layer. Also, before and after driving the drilling rod, the operating section 1
Hydraulic hoses 17 and 18 connected to hydraulic unit 15 via pipes 6 are connected to hydraulic motor 9 and hydraulic cylinders 12 and 12, respectively, and mud pipe 22 is connected between support pipe 4 and mud tank 24 of barge 3. do.
以上のように準備して後、チヤツク部材10を
閉じて試錐ロツド6を掴持させ、油圧モータ9及
び油圧シリンダー12,12を駆動する。そして
上記油圧モータ9による回転駆動と油圧シリンダ
ー12,12の降下駆動によつて試錐ロツド6を
回転し乍ら降下させ、先端のコアーチユーブによ
る穴あけを行う。そして所期深さの穴あけが終つ
たところで巻上げドラム14、又はピストンロツ
ド13の昇降運動と試錐ロツド上のトング28,
28′等で試錐ロツド6を引上げ、作業台5上で
コアーチユーブを取外してシンウオールチユー
ブ、貫入試験機等の土質物の採取部材を取付け、
試錐ロツドを引落して穴あけ部分の土質物を採取
し、再び試錐ロツドを引上げ作業台上で採取土質
物を収納する。以上の試錐ロツドの打込み、コア
ーチユーブ、貫入試験機等によるボーリングを繰
返して所定地点での土質物採取を行う。 After making the preparations as described above, the chuck member 10 is closed to grip and hold the drilling rod 6, and the hydraulic motor 9 and hydraulic cylinders 12, 12 are driven. Then, the drilling rod 6 is rotated and lowered by the rotational drive of the hydraulic motor 9 and the lowering drive of the hydraulic cylinders 12, 12, and drilling is performed using the core tube at the tip. When drilling to the desired depth is completed, the hoisting drum 14 or the piston rod 13 moves up and down, and the tongs 28 on the drilling rod are moved.
28' etc., pull up the test drilling rod 6, remove the core tube on the workbench 5, and attach the soil material sampling member such as the thin wall tube and the penetration tester.
The test rod is pulled down to collect the soil material from the drilled area, and the test rod is pulled up again to store the collected soil material on the workbench. Soil materials are sampled at predetermined points by repeating the above-mentioned driving of the test rod, core tube, boring using a penetration testing machine, etc.
コアーチユーブ及び貫入試験機、シンウオール
チユーブ等の取付け、取外し、取替え並びに採取
土質物の収納は作業台5上で行うが、作業台5上
は開放的で保持盤8と作業台5との間隔も広いか
ら前記のチユーブ取替え等の作業は極めて容易に
短時間に行うことができ、また、この開放により
比較的長尺のチユーブでも取扱いし易いから採取
能率を高めることができる。以上のようにして一
地点でのボーリング作業を終るが作業地点を移動
する場合はチヤツク部材10を解放して巻上げウ
インチ14又はピストンロツド13の昇降運動と
試錐ロツド6上のトング28,28′等とで試錐
ロツド6を引き上げて支持パイプ4部から抜き取
り、順次継手部分を外して作業台5又はフロート
台船3上に収納する。ついでアンカーワイヤ25
又はワイヤ27を海底地盤イから抜き取り、油圧
ホース17,18、泥水ホース22の接続を外
し、ボーリング本体2、支持パイプ4及び作業台
5を組立てた1体のボーリング試錐機1のまま、
これをクレーン20で吊上げ、台船3上に回収
し、次の作業地点に曳航して前記の如くボーリン
グを施す。 The installation, removal, and replacement of core tubes, penetration testing machines, thin wall tubes, etc., as well as the storage of collected soil materials, are performed on the workbench 5, but the workbench 5 is open and the distance between the holding plate 8 and the workbench 5 is small. Because it is wide, operations such as replacing the tube can be carried out very easily and in a short time, and by opening it, even relatively long tubes can be easily handled, thereby increasing sampling efficiency. As described above, the boring work at one point is completed, but when moving the work point, the chuck member 10 is released and the hoisting winch 14 or piston rod 13 is moved up and down and the tongs 28, 28', etc. on the drilling rod 6 are moved. Then, the test rod 6 is pulled up and removed from the support pipe 4, and the joints are sequentially removed and stored on the workbench 5 or float barge 3. Then anchor wire 25
Alternatively, the wire 27 is pulled out from the seabed ground A, the hydraulic hoses 17, 18, and the mud water hose 22 are disconnected, and the boring machine 1 with the boring body 2, support pipe 4, and workbench 5 assembled remains as a single unit.
This is hoisted by the crane 20, recovered onto the barge 3, and towed to the next work site where boring is performed as described above.
以上説明したように本発明は1本の支持パイプ
を櫓として目標地点にその上端を海面上に露出さ
せて立設し、該支持パイプ上に試錐ロツドの推進
機構を装着し、該推進機構を作業船上に設けた動
力装置から駆動せしめるようになした海上ボーリ
ング装置に於いて、1本の支持パイプを水深に応
じて単位長のものを複数本継ぎ足すようにし、最
上部の支持パイプ上に作業台を固設し、該作業台
上に保持盤を油圧シリンダーで昇降駆動可能に設
け、該保持盤上に試錐ロツドを貫通状態で掴持・
解放し得るチヤツク部材を設けると共に、該チヤ
ツク部材を上記保持盤上に設けた油圧モータで回
動駆動可能となし、上記油圧シリンダー及び油圧
モータの駆動源となる油圧ユニツトを上記作業台
とは別個の作業船上に設置し、その間を油圧ホー
スで接続し、上記支持パイプの接続を解いて作業
船に搭載して目標地点の海上まで運搬し、当該地
点で支持パイプを所要本数接続して立設するよう
になしたから、目標地点へは、支持パイプを分離
して小型コンパクト化した状態で作業船に積んで
移動でき、大型のフロート式プラツトホームをタ
グボート等で曳航する場合に比べ、迅速かつ、小
回りがきき、単時間で目標地点に到達し、すみや
かに櫓の設置ができる。特に、櫓側は試錐ロツド
の推進機構のうち、油圧シリンダーと油圧モータ
だけを装備させ、これらの駆動源となる油圧ユニ
ツトを櫓側から完全に分離して作業船側に搭載さ
せたから、これらをすべて櫓上に装備させるもの
に比べ、重量を著しく軽減できるため、比較的細
い1本の支持パイプで櫓を軽量に構成でき、運
搬、取扱いを一層容易化でき、安価に実施でき
る。また、支持パイプ上に作業台を設けたから、
試錐ロツドの継ぎ足し、コアーチユーブ、シンウ
オールチユーブ、貫入試験機等の着脱等を作業台
上で容易に行うことができる。さらに、作業台上
の油圧シリンダー及び油圧モータと、作業船上の
油圧ユニツトとは油圧ホースで接続してあるか
ら、波浪、風等による船体の動揺及び、潮位の干
満による変動によつても油圧モースを長くしてお
くだけでよく、これらの調整装置が不要で制約を
生じることもなく、波損等の恐れもない利点があ
る。 As explained above, the present invention uses one support pipe as a turret, which is erected at the target point with its upper end exposed above the sea surface, and the propulsion mechanism for the drilling rod is mounted on the support pipe. In offshore boring equipment that is driven by a power unit installed on a work boat, one support pipe is connected to multiple pieces of unit length depending on the water depth, and a single support pipe is connected to the top support pipe. A workbench is fixedly installed, and a holding plate is installed on the workbench so that it can be moved up and down by a hydraulic cylinder, and the drilling rod is gripped and held on the holding plate in a penetrating state.
A releasable chuck member is provided, and the chuck member is rotatably driven by a hydraulic motor provided on the holding plate, and a hydraulic unit serving as a drive source for the hydraulic cylinder and the hydraulic motor is provided separately from the workbench. The system is installed on a work boat, connected between them with a hydraulic hose, the support pipes are disconnected, loaded onto the work boat and transported to the target point at sea, where the required number of support pipes are connected and erected. Because of this, the support pipes can be separated and compacted, loaded onto a work boat, and moved to the target location faster and faster than when a large floating platform is towed by a tugboat or the like. It has a small turning radius, can reach the target point in a short amount of time, and can quickly set up the turret. In particular, the turret side is equipped with only the hydraulic cylinder and hydraulic motor of the drilling rod's propulsion mechanism, and the hydraulic unit that serves as the drive source for these is completely separated from the turret side and mounted on the work boat, so all of these are installed on the work boat. Since the weight can be significantly reduced compared to the one mounted on the turret, the turret can be made lightweight with a single relatively thin support pipe, making it easier to transport and handle, and can be implemented at low cost. Also, since a workbench was installed on the support pipe,
Adding drilling rods, attaching and detaching core tubes, thin wall tubes, penetration testing machines, etc. can be easily done on the workbench. Furthermore, since the hydraulic cylinders and hydraulic motors on the workbench are connected to the hydraulic unit on the workboat using hydraulic hoses, the hydraulic mortar is able to withstand vibrations of the ship due to waves, wind, etc., and fluctuations due to the ebb and flow of the tidal level. It is only necessary to make the length of the wave length longer, and there is an advantage that these adjustment devices are unnecessary, there is no restriction, and there is no fear of wave loss.
図面は本発明の実施例であつて、第1図は本装
置の施工要領を示す側面図、第2図は試錐機取付
け部分の正面図である。
1…ボーリング試錐機、2…ボーリング本体、
3…フロート台船、4…支持パイプ、5…作業
台、6…試錐ロツド、9…油圧モータ、12…油
圧シリンダー、15…油圧ユニツト、17,18
…油圧ホース、イ…海底地盤。
The drawings show an embodiment of the present invention, in which FIG. 1 is a side view showing the procedure for constructing the device, and FIG. 2 is a front view of the part to which the drilling machine is attached. 1... Boring drilling machine, 2... Boring body,
3...Float barge, 4...Support pipe, 5...Work table, 6...Testing rod, 9...Hydraulic motor, 12...Hydraulic cylinder, 15...Hydraulic unit, 17, 18
...Hydraulic hose, i...Undersea ground.
Claims (1)
上端を海面上に露出させて立設し、該支持パイプ
上に試錐ロツドの推進機構を装着し、該推進機構
を作業船上に設けた動力装置から駆動せしめるよ
うになした海上ボーリング装置に於いて、1本の
支持パイプを水深に応じて単位長のものを複数本
継ぎ足すようにし、最上部の支持パイプ上に作業
台を固設し、該作業台上に保持盤を油圧シリンダ
ーで昇降駆動可能に設け、該保持盤上に試錐ロツ
ドを貫通状態で掴持・解放し得るチヤツク部材を
設けると共に、該チヤツク部材を上記保持盤上に
設けた油圧モータで回転駆動可能となし、上記油
圧シリンダー及び油圧モータの駆動源となる油圧
ユニツトを上記作業台とは別個の作業船上に設置
し、その間を油圧ホースで接続し、上記支持パイ
プの接続を解いて作業船に搭載して目標地点の海
上まで運搬し、当該地点で支持パイプを所要本数
接続して立設するようになしたことを特徴とする
水中ボーリング装置。1. A power plant in which a support pipe is set up as a tank at a target point with its upper end exposed above the sea surface, a drilling rod propulsion mechanism is mounted on the support pipe, and the propulsion mechanism is installed on a work boat. In an offshore boring device that is driven from the water, one support pipe is connected to multiple unit lengths depending on the water depth, and a workbench is fixed on the top support pipe. A holding plate is provided on the workbench so that it can be driven up and down by a hydraulic cylinder, and a chuck member that can grip and release the drilling rod in a penetrating state is provided on the holding plate, and the chuck member is provided on the holding plate. A hydraulic unit that serves as a drive source for the hydraulic cylinder and the hydraulic motor is installed on a work boat separate from the work platform, and a hydraulic hose is connected between them, and the support pipe is connected. An underwater boring device characterized in that it is unraveled, loaded onto a work boat, transported to a target point on the sea, and installed at the target point by connecting a required number of support pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7843581A JPS57193692A (en) | 1981-05-22 | 1981-05-22 | Underwater boring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7843581A JPS57193692A (en) | 1981-05-22 | 1981-05-22 | Underwater boring device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57193692A JPS57193692A (en) | 1982-11-29 |
| JPS6234913B2 true JPS6234913B2 (en) | 1987-07-29 |
Family
ID=13661959
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7843581A Granted JPS57193692A (en) | 1981-05-22 | 1981-05-22 | Underwater boring device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57193692A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012172376A (en) * | 2011-02-21 | 2012-09-10 | Chuo Kaihatsu Kk | Tilt-free drilling device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5220922A (en) * | 1975-07-05 | 1977-02-17 | Daido Steel Co Ltd | Free cutting ferrite stainless steel |
-
1981
- 1981-05-22 JP JP7843581A patent/JPS57193692A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57193692A (en) | 1982-11-29 |
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