JPS6023517A - Ship for improving seabed ground - Google Patents

Ship for improving seabed ground

Info

Publication number
JPS6023517A
JPS6023517A JP13086983A JP13086983A JPS6023517A JP S6023517 A JPS6023517 A JP S6023517A JP 13086983 A JP13086983 A JP 13086983A JP 13086983 A JP13086983 A JP 13086983A JP S6023517 A JPS6023517 A JP S6023517A
Authority
JP
Japan
Prior art keywords
frame
drain sheet
girder
ship
hull
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
JP13086983A
Other languages
Japanese (ja)
Inventor
Keizo Kikui
菊井 敬三
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Mitsui Zosen KK
Original Assignee
Mitsui Engineering and Shipbuilding Co Ltd
Mitsui Zosen 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 Mitsui Engineering and Shipbuilding Co Ltd, Mitsui Zosen KK filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP13086983A priority Critical patent/JPS6023517A/en
Publication of JPS6023517A publication Critical patent/JPS6023517A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE:To raise the workability and safety of a ship for improving the seabed ground by lowering the gravity center of the ship by a method in which the same shape of a frame is rotatably supported on the inside of the hull of a ?-shaped planar form, and a seabed ground improver is movably provided to the inside of the frame. CONSTITUTION:The same shape of a frame 2 is rotatably supported on the inside of a hull 1 of a ?-shaped planar form, and a movable girder 16 is provided to the inside of the frame 2. The girder 16 is attached with a drain sheet sender 23 and a drain sheet guider member 24. The girder 16 is lowered along the frame 2 vertically erected, the guider 24 is pushed into the seabed ground, the drain sheet 26 is guided to a given depth, and while sending out the drain sheet 26, the girder 16 and the guider member 24 are raised. One cycle of the operation is ended by leaving the drain sheet 26 and anchors 28 under the ground, and the operations are repeated. The safety and workability of the construction work can thus be raised.

Description

【発明の詳細な説明】 本発明は海底地盤改良船の構造に関し、特に、ヘドロ堆
積層などの含水軟弱層内紙などから成るドレンシートを
布設することにょシ、地層の硬化を図るイー・f−ドレ
ン方式の海底地盤改良船の構造に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to the structure of a seabed soil improvement ship, and in particular, to the construction of a submarine soil improvement ship, in which a drain sheet made of inner paper of a water-containing soft layer such as a sludge deposit layer is laid, and an e.f. - Concerning the structure of a drain-type submarine soil improvement vessel.

海底地盤の改良方法としては、軟弱層内に砂杭あるいは
ドレンシートなどを布設することにLp水分を吸出す方
法が採用されている。砂杭を設ける方法はサンドドレン
方式と呼ばれ、ドレンシートを使用する方法はペーパー
ドレン方式と呼はれている。
As a method for improving seabed soil, a method has been adopted in which Lp moisture is sucked out by laying sand piles or drain sheets in the soft layer. The method of providing sand piles is called the sand drain method, and the method of using a drain sheet is called the paper drain method.

従来のペーパードレン方式の海底地註改良船は、サンド
ドレン船や深層混合処理船などの場合と同様、船体上に
やぐらを設置しておき、該やぐらを利用してドレンシー
ト案内用の長尺案内部材(パイプなど〕を船上から海底
へ下降させ、さらに地層内へ押込む方法で作業を行なっ
ていた。
Conventional paper drain type submarine terracing vessels have a tower installed on the hull, similar to sand drain ships and deep-sea mixing processing ships, and use the tower to install long sheets to guide the drain sheet. The work was carried out by lowering guide members (pipes, etc.) from the ship to the seabed and pushing them further into the geological formations.

したがって、案内部材は水深をカバーするだけ長くせね
ばならず、また、船体上に設置するやぐらもこの長い案
内部材を昇降させうる工う高くせねばならず、したがっ
て、案内部材として使用するパイプ長さが過大となシ座
屈しやすいという欠点、並びに、船の重心位置が高く風
圧面積も大きく横風や波の影響で船体が傾斜した多揺動
がはげしくなるという欠点があシ、作業性および安全性
に問題があった。
Therefore, the guide member must be long enough to cover the depth of the water, and the tower installed on the hull must also be high enough to allow the long guide member to be raised and lowered. Therefore, the length of the pipe used as the guide member must be This has the disadvantage of being prone to buckling if the ship has an excessively high center of gravity, and the ship's center of gravity is high and the wind pressure area is large, causing the ship to tilt and sway due to the effects of crosswinds and waves. There was a problem with sexuality.

本発明の目的は、このような従来技術の問題を解決し、
ドレンシートの案内部材の長さを小さくでき、作業時に
おける船の重心位置を低くして波や風による動揺を小さ
くすることができ、もって、作業性および安全性の向上
を達成しうる海底地盤改良船を提供することである。
The purpose of the present invention is to solve the problems of the prior art,
Submarine ground that can reduce the length of the guide member of the drain sheet, lower the center of gravity of the ship during work, and reduce vibrations caused by waves and wind, thereby improving workability and safety. The aim is to provide improved ships.

本発明の特徴は、平面形状口の字形の船体の内側に平面
形状口の字形のフレームを回動可能に支持し、該フレー
ムの内側に海底土質改良装置を移動可能に装着すること
によシ上記目的を達成することでろる。
The present invention is characterized by rotatably supporting a planar-shaped frame inside the planar-shaped hull, and movably mounting a seabed soil improvement device inside the frame. By achieving the above objectives.

すなわち、本発明によれば、平面形状路口の字形の船体
の内側に、平面形状路口の字形のフレームを水平方向軸
心まわ9に回動可能に支持し、該フレーム内側にその長
さ方向に移動可能な〃−ダを装着し、該ガーダにビレ/
シート巻出し装置およびドレンシート案内用の案内部材
を取付け、作業時、前記フレームをほぼ垂直姿勢で水中
に立て、前記ガーダを該フレームに沿って下降させ前記
案内部材を海燕土中へ押込むことにより前記ドレンシー
トを海底土中へ案内し、次いで前記ドレンシートを巻出
しながら前記ガーダを上昇させ、もって、ドレンシート
を海底土中に布設するよう構成してなる海底地盤改良船
が提供される。
That is, according to the present invention, a planar road-shaped frame is supported rotatably about a horizontal axis 9 inside a planar road-mouth-shaped hull, and a frame is provided inside the frame in the longitudinal direction. Attach a movable girder and attach the fin/girder to the girder.
A sheet unwinding device and a guide member for guiding the drain sheet are installed, and during work, the frame is stood in water in a substantially vertical position, the girder is lowered along the frame, and the guide member is pushed into Kaien soil. Provided is a seabed soil improvement ship configured to guide the drain sheet into the seabed soil, then raise the girder while unwinding the drain sheet, and thereby lay the drain sheet into the seabed soil. .

このような構成において、前記フレームを、流体圧シリ
ンダで位置調節可能に保持されたヒンジによシ回動可能
に支持し、船体動揺によシ前記フレームおよび案内部材
に作用する力を緩和することが好ましい。
In such a configuration, the frame is rotatably supported by a hinge whose position is adjustable by a hydraulic cylinder, and the force acting on the frame and the guide member due to ship body motion is alleviated. is preferred.

以下、第1図〜第6図を参照して本発明の詳細な説明す
る。
Hereinafter, the present invention will be explained in detail with reference to FIGS. 1 to 6.

第1図において、船体lは箱型の構造物を四辺とする平
面形状路口の字形の浮力体で形成され、該船体の内側に
は平面形状路口の字形のフレーム2が水平方向軸心まわ
シに回動可能に支持されている。
In FIG. 1, the hull l is formed of a buoyant body in the shape of a road mouth in plan with box-shaped structures on its four sides, and inside the hull, a frame 2 in the shape of a road mouth in plan is rotated around the horizontal axis. It is rotatably supported.

このフレーム2は、第1図および第2図に示すごとく、
船体lの左右に設けたガイドタワー3に沿って上下位置
調節可能な軸受4で、該フレームの両側に設けたピン5
を軸支することに↓シ、船体に対し回動可能に支持され
ている。前記軸受4は、ガイドタワー3の内面に形成し
た縦m6に上下動可能に嵌合され、油圧シリンダなどの
流体圧シリンダ7によシ所定位置に保持されている。々
お、第1図には前記フレームをほぼ垂直姿勢で水中に立
てた状態が示されておシ、船の移動時や作業停止時(停
泊時など)にれ、前記フレーム2はほぼ水平姿勢で船体
l内に納められる。
This frame 2, as shown in FIGS. 1 and 2,
Bearings 4 whose vertical positions can be adjusted along guide towers 3 provided on the left and right sides of the hull l, and pins 5 provided on both sides of the frame.
It is pivotably supported and rotatably supported relative to the hull. The bearing 4 is fitted into a vertical m6 formed on the inner surface of the guide tower 3 so as to be able to move up and down, and is held at a predetermined position by a fluid pressure cylinder 7 such as a hydraulic cylinder. Fig. 1 shows the frame 2 standing in the water in an almost vertical position, but when the ship is moving or stopping work (at anchor, etc.), the frame 2 is shown in an almost horizontal position. It is stored inside the hull of the ship.

前記フレーム2は、W11図に示すごとく、端部(上端
部)に近い位置で前記軸受4および前記ピン5から成る
ヒンジで支持され、図示のように垂直に立てたとき他端
部(下端部)が海底近くの水中へ没するよう取付けられ
ている。
As shown in Figure W11, the frame 2 is supported by a hinge consisting of the bearing 4 and the pin 5 at a position close to the end (upper end), and when the frame 2 is stood vertically as shown in the figure, the other end (lower end) ) is installed so that it is submerged in water near the sea bed.

船体lの前記ガイドタワー3に対向する位置にはリフテ
ィングタワー8が設けられ、該リフティングタワー上に
はウィンチ9が設置され、該ウィンチによりシープ11
を介して巻込み巻出しされるリフティングロープ10は
前記フレーム2の下端部近傍に設けたアイ12に連結さ
れている。したがって、ウィンチ9を操作することにニ
ジ、フレーム2を水平位置から図示の垂直位f!cまで
約90度回動させることができる。
A lifting tower 8 is provided on the hull 1 at a position facing the guide tower 3, a winch 9 is installed on the lifting tower, and the winch lifts the sheep 11.
A lifting rope 10 that is wound in and unwound through the frame 2 is connected to an eye 12 provided near the lower end of the frame 2. Therefore, when operating the winch 9, the frame 2 is moved from the horizontal position to the vertical position f! It can be rotated approximately 90 degrees up to c.

船体lの四隅部にはムアリングウインチ13が設けられ
、該・ウィンチから巻出したムアリングローブ14およ
びその先端に結合したアンカー15によシ船体1は所定
水域に係留される。
A mooring winch 13 is provided at the four corners of the hull 1, and the hull 1 is moored in a predetermined water area by means of a mooring rope 14 unwound from the winch and an anchor 15 connected to its tip.

前記フレームの内側には、その長さ方向に移動可能なガ
ーダ16が装着されている。このガーダは、フレーム2
の上端に設置したウィンチ17並びに該ウィンチお↓び
シーブ18,19を通して張設され両端を該ガーダに連
結されたロープ20から成る駆動装置により、フレーム
2に沿って上下動する。
A girder 16 is mounted inside the frame and is movable along its length. This girder is frame 2
It moves up and down along the frame 2 by a drive device consisting of a winch 17 installed at the upper end and a rope 20 stretched through the winch and sheaves 18, 19 and connected at both ends to the girder.

前記ガーダ16は上側の水密の箱形区画21と下側の区
画22とを隣接させた構造を有し、水密の箱形区画21
内には横方向所定間隔ごとに配置された複数個(通常8
〜12個)の(−・f−り一ルなどのドレンシート巻出
し装[23から成る海底土質改良装置が設置されている
。また、下側の区画22には、、各ドレンシート巻出し
装[23に対応しかつ該区画を貫通して固定された複数
本の長尺の案内部材24が設けられている。前記フレー
ム2の下辺を構成する部材には前記各案内部材24が貫
通するための複数個のガイド孔25が形成されている。
The girder 16 has a structure in which an upper watertight box-shaped section 21 and a lower section 22 are adjacent to each other.
Inside, there are multiple pieces (usually 8 pieces) arranged at predetermined intervals in the horizontal direction.
A seabed soil improvement device consisting of (~12 pieces) drain sheet unwinding devices [23] such as drain sheets is installed.In addition, in the lower compartment 22, each drain sheet unwinding device A plurality of elongated guide members 24 are provided that correspond to the housing [23 and are fixed through the partitions.The guide members 24 pass through the members forming the lower side of the frame 2. A plurality of guide holes 25 are formed for this purpose.

この案内部材24はドレンシート巻出し装置23から巻
出されたドレンシート(ベー−f−)26(第3図参照
)を案内するためのものであシ、第3図に示すごとく、
ドレンシート案内用6頁通孔27を有する・母イブ状部
材で構成されている。また、案内部材24の下端から突
出したドレンシート26の下端には、例えばプラスチ、
り円板などで作られたアンカー28が取付けられる。
This guide member 24 is for guiding the drain sheet (Ba-f-) 26 (see FIG. 3) unwound from the drain sheet unwinding device 23, and as shown in FIG.
It is composed of a mother rib-like member having a 6-page through hole 27 for guiding the drain sheet. Further, the lower end of the drain sheet 26 protruding from the lower end of the guide member 24 is made of plastic, for example.
An anchor 28 made of a disc or the like is attached.

前記フレーム2の下端面の各ガイド孔25に対応する位
置には、第6図に示すごとく、海底29に布設したドレ
ンシート26を切断するためのナイフ30が設けられて
いる。
As shown in FIG. 6, a knife 30 for cutting the drain sheet 26 laid on the seabed 29 is provided at a position corresponding to each guide hole 25 on the lower end surface of the frame 2. As shown in FIG.

以上説明した海底地盤改良船の作動は以下のとおシであ
る。
The operation of the submarine soil improvement vessel explained above is as follows.

ガーダ16を上昇させるとともに、ウィンチ9でリフテ
ィングローグエ0を巻込みフレーム2を船体l上に水平
に格納した状態で、船を作業水域へ移動させ、ムアリン
グウインチ13を操作してムアリングローブ14および
アンカー15で船体l″f!:f!:係留案内部材24
内を貫通して巻出されているドレンシート(ペーパーン
26の先端にアンカー28を取付け、ドレンシート巻出
し装RC(−”−’)−ル)23を逆転させてアンカー
24を案内部材24先端(下端ンに密着させる。
While raising the girder 16, the winch 9 is used to reel in the lifting rope 0 and the frame 2 is stored horizontally on the hull L, the ship is moved to the working area, and the mooring winch 13 is operated to remove the mooring rope. 14 and anchor 15 to the hull l″f!: f!: Mooring guide member 24
The anchor 24 is attached to the guiding member 24 by reversing the drain sheet (the anchor 28 is attached to the tip of the paper belt 26 and the drain sheet unwinding device RC(-"-')-ru) 23 that has penetrated through the inside and is unwound. Tip (bottom end).

次いで、リフティングウィンチ9t−操作してリフティ
ング10を巻出し、フレーム2を回動させてヒンジ4.
5の軸心を含む略垂直の面内にセットする。これに続い
て、流体圧シリンダ7を操作してフレーム2の下端を海
底29にできるだけ接近させる。この状態を第4図に示
す。
Next, the lifting winch 9t is operated to unwind the lifting 10, the frame 2 is rotated, and the hinge 4.
5 in a substantially perpendicular plane that includes the axis. Following this, the hydraulic cylinder 7 is operated to bring the lower end of the frame 2 as close as possible to the seabed 29. This state is shown in FIG.

次ニ、ウィンチ17を作動させてガーダ16およびこれ
に固定された案内部材24を下降させ、該案内部材を海
底土中へ押込むことにょシドレンシート26を海底土中
へ案内する。所定の深さ押込んだところでウィンチ17
’を停止させる(85図参照)。
Next, the winch 17 is operated to lower the girder 16 and the guide member 24 fixed thereto, and by pushing the guide member into the seabed soil, the sidren sheet 26 is guided into the seabed soil. The winch 17 is activated when pushed in to the specified depth.
' (see Figure 85).

次いで、リール23をリリースしてドレンシート26を
巻出しながら、ウィンチ17を逆方向に作動させてガー
ダ16および案内部I((パイプ)24を上昇させ、ド
レンシート((−・e−)26およびアンカー28は海
底土中に残してくる。
Next, while releasing the reel 23 and unwinding the drain sheet 26, the winch 17 is operated in the opposite direction to raise the girder 16 and the guide section I ((pipe) 24, and remove the drain sheet ((-・e-) 26). The anchor 28 is left in the seabed soil.

案内部材24の下端がフレーム2の下端面またはそこに
設けたナイフ3oを通過したところで、このナインを作
動させてドレンシート26に9JLする。
When the lower end of the guide member 24 passes through the lower end surface of the frame 2 or the knife 3o provided therein, this knife is activated to reach the drain sheet 26 by 9JL.

以上で作業の1サイクルが完了する。This completes one cycle of work.

以上のサイクルを終えた後、フレーム2を回動させて船
体!上へ持上け、ドレンシート26の先端に別のアンカ
ー28を取付け、各ムアリングウインチ13を操作して
各ムアリングローブ14の巻込み巻出し量を再調整する
ことにより船体1を所定距離移動させた後、再び上記手
順をくシ返しテトレンシート26を海底土中へ布設して
いく。
After completing the above cycle, rotate frame 2 and complete the hull! Lift the drain sheet 26 upward, attach another anchor 28 to the tip of the drain sheet 26, operate each mooring winch 13, readjust the amount of winding in and unwinding of each mooring glove 14, and move the hull 1 a predetermined distance. After moving, the above procedure is repeated again to lay the Tetrane sheet 26 into the seabed soil.

なお、ムアリンダロ−7”14の再調整のみで作業水域
をカバーできなくなったときは、アンカー15をアンカ
ーポードを使用して打ちかえて同じような景領で船体1
を係留移動させる。
If you are unable to cover the working area simply by readjusting the Moorinda Row 7" 14, you can replace the anchor 15 with an anchor port and move the hull 1 in the same view.
Move the mooring.

以上説明した実施例によれは、船体lに対し回動し略垂
直姿勢で水中に没する囲動式フレームを使用し、該フレ
ームにドレンシート巻出し装置23および・fイブ状案
内部材24から成る海底土質改良装置を装着するので、
案内部材24は海底29に近い位置から下降させ押込む
ことができ、従来技術に比べ、はぼ水深に近い長さだけ
案内部材24を短かくすることができる。このため、同
一断面に対して案内部材の曲げ(座屈)強度を大巾に向
上させることができ、案内部材の曲がルや折損をなくシ
、作業能率の向上を達成することができる。
According to the embodiment described above, an enclosed frame is used which rotates with respect to the hull l and is submerged in the water in a substantially vertical position, and the drain sheet unwinding device 23 and the f-tube guide member 24 are connected to the frame. Since it is equipped with a seabed soil improvement device consisting of
The guide member 24 can be lowered and pushed in from a position close to the seabed 29, and compared to the prior art, the guide member 24 can be shortened by a length close to the depth of the seabed. Therefore, the bending (buckling) strength of the guide member can be greatly improved for the same cross section, and the guide member can be prevented from bending or breaking, thereby improving work efficiency.

また、従来の船に設けていたやぐらを除去することがで
き、かつ作業時にはフレーム2を海面下に水没させるの
で、船の重心位置が低くなるとともに風圧面積も小さく
なp1船の動揺を減少させることができる。
In addition, the tower installed on conventional ships can be removed, and the frame 2 is submerged below the sea surface during work, which lowers the ship's center of gravity and reduces the sway of the P1 ship, which has a small wind pressure area. be able to.

さらに、案内部材24の長さを減少させうるとともに従
来のようなやぐら(高い)を必要としないので、重量軽
減を図ることもできる。
Furthermore, since the length of the guide member 24 can be reduced and a tower (high) as in the conventional case is not required, weight reduction can also be achieved.

さらにまた、回動式フレーム2は流体圧シリンダ7で支
持されているので、船体lの動揺が長尺の案内部材24
に直接伝わることを防止することができ、これによって
も案内部材の曲がシや損傷を防止することができる。
Furthermore, since the rotary frame 2 is supported by the fluid pressure cylinder 7, the movement of the hull l is prevented by the elongated guide member 24.
This can prevent the guide member from being bent or damaged.

なお、以上の実施例では、船体1に1個のフレーム2を
装着する場合を説明したが、このフレームは2個または
それ以上設けることも可能でちゃ、″4II数個のフレ
ーム上の各海底土質改良装置を交互に使用することによ
シ作業能率の向上を図ることができる。
In addition, in the above embodiment, the case where one frame 2 is attached to the hull 1 has been explained, but it is also possible to provide two or more frames. By alternately using soil improvement devices, work efficiency can be improved.

また、図示の実施例では、油圧シリンダなどの流体圧シ
リンダ7でフレーム2を保持することによシ、船体動揺
時に案内部材24に加わる力を緩和するよう構成したが
、必要に応じ、流体圧シリンダ7にノ9イグを介してア
キュムレータを接続すれば、この力の緩和を一層効果的
に行なうことができる。
Further, in the illustrated embodiment, the frame 2 is held by a fluid pressure cylinder 7 such as a hydraulic cylinder to alleviate the force applied to the guide member 24 when the ship is rocking. If an accumulator is connected to the cylinder 7 through the nozzle, this force can be alleviated even more effectively.

以上の説明から明らかなごとく、本発明によれは、ドレ
ンシートを押込むための案内部材を短かくすることによ
シ該案内部材の曲がシを防止することができ、もって作
業性の向上させることができ、また、船の重心を低くす
ることによシ動揺が少なく安全性および作業性を向上さ
せることがで自る海底地盤改良船が得られる。
As is clear from the above description, according to the present invention, by shortening the guide member for pushing the drain sheet, bending of the guide member can be prevented, thereby improving workability. In addition, by lowering the center of gravity of the ship, there is less shaking and safety and workability are improved, resulting in a self-contained submarine soil improvement ship.

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

第1図は本発明によるS底地盤改良船の一実施例を示す
フレーム垂直姿勢時の斜視図、第2図は第1図中の線■
−Hに沿った部分断面図、第3図はITI図中のドレン
シート巻出し装置、ドレンシートおよび案内部材などを
示す部分斜視図、第4図はフレームを垂直姿勢に回動さ
せて水中に立てた状態金示す概略説明図、第5図は第4
図の状態から〃−ダおよび案内部材を下降させ海底土中
へ押込んだ状態を示す概略説明図、第6図はフレーム下
端に設けたドレンシート切断用のナイフを示す部分的概
略説明図である。 1・・・船体、2・・・フレーム、4・・・軸受、5・
・・ビン、7・・・流体圧シリンダ、9・・・ウィンチ
、lo・・・リフティング四−プ、13・・・ムアリン
ダウインチ、16・・・ガーダ、17・・・ウィンチ、
20・・・ロープ、23・・・ドレンシート巻出し装置
(−e−バー’)−ル)、24・・・案内部材、26・
・・ドレンシート(ペーパー)、28・・・アンカー(
ドレンシート〕、29・・・海底、30・・・ナイフ。 第2図 第4図 @6図 第5図
Fig. 1 is a perspective view of an embodiment of the S-soil improvement ship according to the present invention when the frame is in a vertical position, and Fig. 2 is a perspective view of the S-soil improvement ship according to the present invention.
-H is a partial sectional view, Figure 3 is a partial perspective view showing the drain sheet unwinding device, drain sheet, guide member, etc. in the ITI diagram, and Figure 4 is a partial perspective view showing the drain sheet unwinding device, drain sheet, guide member, etc. in the ITI diagram. A schematic explanatory diagram showing the upright state, Figure 5 is the 4th
A schematic explanatory diagram showing a state in which the holder and guide member have been lowered and pushed into the seabed soil from the state shown in the figure. Figure 6 is a partial schematic explanatory diagram showing a knife for cutting the drain sheet provided at the lower end of the frame. be. 1... Hull, 2... Frame, 4... Bearing, 5...
... Bottle, 7... Fluid pressure cylinder, 9... Winch, lo... Lifting quad, 13... Moorinda winch, 16... Girder, 17... Winch,
20... Rope, 23... Drain sheet unwinding device (-e-bar')-ru), 24... Guide member, 26...
...Drain sheet (paper), 28...Anchor (
drain sheet], 29...bottom of the ocean, 30...knife. Figure 2 Figure 4 @ Figure 6 Figure 5

Claims (2)

【特許請求の範囲】[Claims] (1)平面形状略口の字形の船体の内側に、平面形状略
口の字形のフレームを水平方向軸心まわシに回動可能に
支持し、該フレーム内側にその長さ方向に移動可能なガ
ーダを鉄層し、該ガーダにドレンシート巻出し装置およ
びドレンシート案内用の案内部材を取付け、作業時、前
記フレームをほぼ垂直姿勢で水中に立て、前記〃−ダを
該フレームに沿って下降させ前記案内部材を海底土中へ
押込むことによシ前記ドレンシ〜トを海底土中へ案内し
、次いで前記ドレンシートを巻出しながら前記ガーダを
上昇させ、もって、ドレンシートを海底土中に布設する
よう構成してなる海底地盤改良船。
(1) A frame with a generally square shape in plan view is supported rotatably around a horizontal axis inside a hull with a roughly square shape in plan view, and is movable in the length direction inside the frame. A girder is covered with iron, a drain sheet unwinding device and a guide member for guiding the drain sheet are attached to the girder, and during work, the frame is erected in water in an almost vertical position, and the girder is lowered along the frame. The guide member is pushed into the seabed soil to guide the drain sheet into the seabed soil, and then the girder is raised while unwinding the drain sheet, thereby pushing the drain sheet into the seabed soil. A seabed soil improvement vessel configured to install cables.
(2) 前記フレームを、流体圧シリンダで位置調節可
能に保持されたヒンジによ9回動可能に支持することを
特徴とする特許請求の範囲第1項記載の海底地盤改良船
(2) The submarine soil improvement ship according to claim 1, wherein the frame is supported so as to be rotatable nine times by a hinge that is held by a hydraulic cylinder so that its position can be adjusted.
JP13086983A 1983-07-20 1983-07-20 Ship for improving seabed ground Pending JPS6023517A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13086983A JPS6023517A (en) 1983-07-20 1983-07-20 Ship for improving seabed ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13086983A JPS6023517A (en) 1983-07-20 1983-07-20 Ship for improving seabed ground

Publications (1)

Publication Number Publication Date
JPS6023517A true JPS6023517A (en) 1985-02-06

Family

ID=15044596

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13086983A Pending JPS6023517A (en) 1983-07-20 1983-07-20 Ship for improving seabed ground

Country Status (1)

Country Link
JP (1) JPS6023517A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0237919A2 (en) * 1986-03-17 1987-09-23 Toyota Jidosha Kabushiki Kaisha System for vehicle body roll control detecting and compensating for changes of loaded vehicle weight

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0237919A2 (en) * 1986-03-17 1987-09-23 Toyota Jidosha Kabushiki Kaisha System for vehicle body roll control detecting and compensating for changes of loaded vehicle weight

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