JPH0768694B2 - How to operate a horizontal drain material buried ship - Google Patents

How to operate a horizontal drain material buried ship

Info

Publication number
JPH0768694B2
JPH0768694B2 JP33028690A JP33028690A JPH0768694B2 JP H0768694 B2 JPH0768694 B2 JP H0768694B2 JP 33028690 A JP33028690 A JP 33028690A JP 33028690 A JP33028690 A JP 33028690A JP H0768694 B2 JPH0768694 B2 JP H0768694B2
Authority
JP
Japan
Prior art keywords
drain material
ship
horizontal drain
hull
tow
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 - Lifetime
Application number
JP33028690A
Other languages
Japanese (ja)
Other versions
JPH04203012A (en
Inventor
雄一 谷
正志 福田
俊暢 阿部
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.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean Construction Co Ltd
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 Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP33028690A priority Critical patent/JPH0768694B2/en
Publication of JPH04203012A publication Critical patent/JPH04203012A/en
Publication of JPH0768694B2 publication Critical patent/JPH0768694B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、浚渫による埋立地や、ヘドロ処理地等の軟弱
地盤中に、水平方向にドレーン材を埋設する水平ドレー
ン材埋設船を操船する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention operates a horizontal drain material burial vessel for horizontally laying drain material in a reclaimed land by dredging or in soft ground such as sludge processing land. Regarding the method.

(従来の技術) 一般にポンプ浚渫船で海底等の水底に堆積している軟弱
な粘性土を浚渫して埋設地へ投入すると、超軟弱地盤が
形成される。このような超軟弱地盤は従来、自然圧密を
持って次の浚渫土を投入したり、自然圧密によるある程
度の耐力が発現した後、ドレーン材を上下に打ち込み、
その上に砂等のウエイトをのせた強制圧密方法が採られ
ていた。
(Prior Art) Generally, when a soft dredged soil deposited on the bottom of a sea such as a seabed is dredged by a pump dredger and put into an burial ground, an ultra-soft ground is formed. Conventionally, such ultra-soft ground has natural consolidation, and the next dredged soil is thrown in, or after a certain amount of proof stress due to natural consolidation is developed, the drain material is driven up and down.
A forced consolidation method was used in which a weight such as sand was placed on it.

このような方法では自然圧密に長時間を要し、従来の地
盤改良工法の施工が可能な状態になるまでに長時間を要
していた。
In such a method, it takes a long time for natural consolidation, and it takes a long time before the conventional ground improvement method can be applied.

かかる点にかんがみ、軟弱地盤中に水平ドレーン材を埋
設し、該ドレーン材を通して軟弱地盤中の水を吸い出す
地盤改良が検討され、第7図に示すようにドレーン材1
を巻き取ったリール2を船上に搭載し、かつ、船底下に
前記ドレーン材を繰り出すためのドレーン材埋設ガイド
3を突出させた水平ドレーン材埋設船4を軟弱地盤5上
に浮かべ、軟弱地盤5中に、ドレーン材埋設ガイド3に
よって繰り出したドレーン材1の先端を抗6の固定部材
に固定し、この状態で水平ドレーン材埋設船4を移動さ
せつつドレーン材埋設ガイドからドレーン材を繰り出し
つつ水平埋設を行う方法が開発されている(特開昭64−
10813号公報)。
Considering this point, a horizontal drain material is buried in the soft ground, and the ground improvement for sucking out the water in the soft ground through the drain material is studied. As shown in FIG.
The horizontal drain material embedding vessel 4 having the reel 2 on which the reel is wound is mounted on the ship and the drain material embedding guide 3 for feeding out the drain material under the bottom of the ship is projected on the soft ground 5 to float on the soft ground 5. Inside, the tip of the drain material 1 fed out by the drain material burying guide 3 is fixed to the anti-fixing member 6 and, in this state, the horizontal drain material burying vessel 4 is moved and the drain material is laid out horizontally from the drain material burying guide. A method of burying has been developed (JP-A-64-
10813).

このドレーン材埋設船の操船は、第8図に示すように対
岸7A,7Bに設けた一対のウインチ8A,8Bをもって前後の牽
引ロープ9A,9Bを牽引し、船体を直線的に移動させ、往
及び復工程毎に滑車10A,10Bの位置を移動させることに
よって牽引ロープ9A,9Bを移動させるようにし、これに
よって一定間隔毎に水平ドレーン材を埋設させていた。
As shown in Fig. 8, the maneuvering of this drain material burial vessel is performed by pulling the front and rear tow ropes 9A and 9B with a pair of winches 8A and 8B provided on the opposite shores 7A and 7B to linearly move the hull. Also, the pulling ropes 9A and 9B are moved by moving the positions of the pulleys 10A and 10B in each returning process, whereby the horizontal drain member is buried at regular intervals.

(発明が解決しようとする課題点) 上述した如き水平ドレーン材の埋設は、その一工程の埋
設長が長く、また互いに隣り合って埋設されるドレーン
材間の間隔(埋設ピッチ)も1m前後と接近しているた
め、高い精度の操船が必要である。
(Problems to be solved by the invention) In the burying of the horizontal drain material as described above, the burying length in one step is long, and the interval between the drain materials laid adjacent to each other (buried pitch) is about 1 m. Since they are close to each other, highly precise maneuvering is required.

しかし、従来の方法では特に風向きが変化したり、風速
の変化及びこれに伴う水流の変化によって操船の直進度
が得難く、軟弱地盤全域において一定の埋設ピッチが維
持できず、このため地盤改良に不均一が生じるという問
題があった。
However, in the conventional method, especially the wind direction changes, it is difficult to obtain the straightness of the vessel maneuvering due to the change of the wind speed and the change of the water flow accompanying it, and it is not possible to maintain a constant buried pitch in the entire soft ground, and therefore for the ground improvement. There was a problem that non-uniformity would occur.

本発明は上述の如き従来の問題にかんがみ、簡便な設備
で、高い直進精度が得られる水平ドレーン材埋設船の操
船方法の提供を目的したものである。
SUMMARY OF THE INVENTION The present invention has been made in view of the conventional problems as described above, and an object thereof is to provide a method for manipulating a horizontal drain material-embedded ship, which is simple in equipment and capable of obtaining a high degree of straight traveling accuracy.

(課題を解決するための手段) 上述の如き従来の問題を解決し、所期の目的を達成する
ための本発明の特徴とするところは、軟弱地盤上に浮べ
た水平ドレーン材埋設船の船体を対岸に設置した牽引手
段により牽引させることにより推進させるようにした水
平ドレーン材埋設船の操船方法において、前記船体の船
首及び船尾に、それぞれ牽引ロープ連結具の位置を船幅
方向側に調節自在な牽引点調節装置を設け、その両牽引
ロープ連結具を介して、該船体の前後に牽引ロープを張
設し、該両牽引ロープに一定の張力を保たせつつ船体を
移動させ、かつドレーン材埋設計画線と平行に陸上から
レーザ光線を発光させ、該レーザ光線を前記水平ドレー
ン材埋設船上にて受光して船体の前記水平ドレーン材埋
設計画線に対する変移を検出し、その検出された変位置
に応じて牽引点調節装置を作動させて牽引ロープ連結位
置を変化させることにより水平ドレーン材埋設船を水平
ドレーン材埋設計画線に整合させることにあり、牽引点
調節装置としては、例えば、船体の船幅側両縁に設けた
滑車より導出した一対の牽引ロープ連結具を支持する操
作ワイヤーと、船体に設置され、前記両操作ワイヤーの
操作長さを調節するウインチとをもって構成したものを
使用する。
(Means for Solving the Problem) The feature of the present invention for solving the above-mentioned conventional problems and achieving the intended purpose is that the hull of a horizontal drain material-buried ship floating on soft ground. In a method of maneuvering a horizontal drain material-embedded ship that is propelled by towing means installed on the opposite shore, the positions of the tow rope connectors on the bow and stern of the hull can be adjusted in the width direction of the ship. A tow rope adjusting device is provided, and a tow rope is stretched in front of and behind the hull via both tow rope connecting tools to move the hull while maintaining a constant tension on both tow ropes, and a drain material. A laser beam is emitted from the land in parallel with the embedded design line, and the laser beam is received on the horizontal drain material embedded ship to detect a displacement of the hull with respect to the horizontal drain material embedded design line, and the detection thereof. It is to align the horizontal drain material embedded ship with the horizontal drain material embedded design line by operating the tow point adjustment device according to the changed position and changing the tow rope connection position. For example, an operation wire that supports a pair of tow rope connectors that are led out from pulleys provided on both sides of the ship width side of the hull, and a winch that is installed on the hull and that adjusts the operation length of both the operation wires. Use one.

(作用) 本発明においては、船体をその前後の牽引ロープに一定
の張力を与えつつ牽引し、前進させる。この前進時に風
や流水が船体に対して横方向から作用すると、その外力
によって船体の位置や向きがドレーン材埋設計画線から
ずれることとなる。このずれは船体に備えた受光器が、
陸上より埋設計画線に沿って発光されているレーザ光線
を受光することによって正確に検出される。そして検出
された変化に応じて牽引ロープ連結具の船体に対する船
幅方向の位置を、牽引点調節装置により移動させる。こ
れに船体に対する牽引線方向が変化し、船体位置及び向
きが調整される。
(Operation) In the present invention, the hull is towed forward while applying constant tension to the tow ropes in front of and behind it. If wind or running water acts laterally on the hull during this forward movement, the position and orientation of the hull will be displaced from the drain material embedded design drawing line by the external force. This deviation is due to the light receiver on the hull
It is accurately detected by receiving the laser beam emitted from the land along the embedded design line. Then, according to the detected change, the position of the tow rope connector in the ship width direction relative to the hull is moved by the tow point adjusting device. Due to this, the direction of the traction line with respect to the hull changes, and the hull position and direction are adjusted.

(実施例) 次に本発明の実施例を第1図〜第6図について説明す
る。なお、前述した従来例と同じ部分には同じ符号を付
してその詳細な説明を省略する。
(Embodiment) Next, an embodiment of the present invention will be described with reference to FIGS. The same parts as those in the conventional example described above are designated by the same reference numerals, and detailed description thereof will be omitted.

第1図は本発明方法を実施するための装置の全体配置を
示しており、軟弱地盤5を挾んで対向する岸7A,7Bにそ
れぞれ反力設備を構成するブルトーザ20A,20Bを置いて
いる。このブルトーザ20A,20Bに牽引ロープ9A,9Bをガイ
ドする滑車10A,10Bが支持されている。また牽引ロープ9
A,9Bは対岸の陸上に牽引操作用ウインチ8A,8Bにより巻
かれ、これによって巻き取り繰出操作されるようになっ
ている。
FIG. 1 shows the overall arrangement of the apparatus for carrying out the method of the present invention, in which the shores 7A and 7B sandwiching the soft ground 5 are provided with bulltozers 20A and 20B constituting reaction equipment, respectively. Pulleys 10A, 10B that guide the tow ropes 9A, 9B are supported by the bulltozers 20A, 20B. Also tow rope 9
A and 9B are wound around the land on the opposite shore by winching winches 8A and 8B, so that they can be wound and unwound.

水平ドレーン材埋設船4の船体には、船首及び船尾にそ
れぞれ牽引点調節装置21A,21Bが設けられている。両牽
引点調節装置21A,21Bはそれぞれの内、船体に固定した
ウインチ22と、船体の船幅側両縁に設けられた滑車23a,
23bと、前記ウインチ22に巻かれ、先端を滑車23a,23bに
掛け回して導出した左右の操作ワイヤー24a,24bからな
り、両操作ワイヤー24a,24bの先端が牽引ロープ接続具2
5A又は25Bに連結され、これを支持している。
The hull of the horizontal drain material buried ship 4 is provided with traction point adjusting devices 21A and 21B at the bow and stern, respectively. Both of the towing point adjusting devices 21A, 21B are, respectively, a winch 22 fixed to the hull, and pulleys 23a provided on both width-side edges of the hull,
23b and left and right operation wires 24a and 24b wound around the winch 22 and wound around the ends around pulleys 23a and 23b, and the ends of both operation wires 24a and 24b are tow rope connecting tools 2
It is connected to and supports 5A or 25B.

このようにして両牽引点調節装置21A,21Bに支持された
前後の牽引ロープ接続具25A,25Bにそれぞれ前後の牽引
ロープ9A,9Bの先端が連結されている。
In this way, the front and rear tow ropes 9A and 9B are connected at their front ends to the front and rear tow rope connecting devices 25A and 25B supported by the both tow point adjusting devices 21A and 21B.

而して、この両牽引点調節装置21A,21Bは、ウインチ22
を作動させることによって両操作ワイヤー24a又は24bの
一方側が該ウインチ22に巻き取られるとともに、他方側
が繰り出されることとなり、牽引ロープ接続具25A及び2
5Bは、その位置が船幅方向に変化する。
Thus, the two towing point adjusting devices 21A and 21B are
By operating one of the operation wires 24a or 24b on one side of the winch 22, the other side of the operation wire 24a or 24b is reeled out.
The position of 5B changes in the ship width direction.

船体の側部にはレーザ受光器30が水平方向に向けて設置
されているとともに、両岸7A,7Bにはレーザ発光器31及
びレーザ受光器32が設置され、レーザ発光器31からドレ
ーン材埋設計画線と平行なレーザ光線を照射させ、船体
のレーザ受光器30にてこれを常時受光するようにしてい
る。なお、陸上のレーザ受光器32は、レーザ発光器31か
らレーザ光線を必要な角度に設定する際に使用する。
A laser receiver 30 is installed horizontally on the side of the hull, and a laser emitter 31 and a laser receiver 32 are installed on both banks 7A and 7B, and the drain material is embedded from the laser emitter 31. A laser beam parallel to the planned line is emitted, and the laser light receiver 30 of the hull constantly receives this. The land laser receiver 32 is used when the laser beam from the laser emitter 31 is set at a required angle.

船体上のレーザ受光器30は、これに照射されるレーザ光
線の照射位置及び角度の変位を検出できるものが使用さ
れ、その変化検出信号に応じて各牽引点調節装置21A,21
Bのウインチ22を動作すべく、その駆動手段に信号が送
られ、牽引ロープ接続具25A,25Bの位置が変えられるよ
うになっている。
As the laser receiver 30 on the hull, one that can detect the irradiation position and the displacement of the angle of the laser beam applied to it is used, and each pulling point adjusting device 21A, 21 according to the change detection signal.
In order to operate the winch 22 of B, a signal is sent to its driving means so that the positions of the tow rope connecting devices 25A and 25B can be changed.

また船体には、その船底に第3図,第4図に示すように
スタビライザ4aが前後方向に向けて突設され、これが軟
弱地盤5内に貫入されて推進されることにより直進性が
維持されるようになっている。
Further, a stabilizer 4a is provided on the bottom of the hull so as to project in the front-rear direction as shown in FIGS. 3 and 4, and the straightness is maintained by being penetrated into the soft ground 5 and propelled. It has become so.

次に上述の装置を使用した操船方法について説明する。Next, a boat maneuvering method using the above device will be described.

第1図に示すように、前述したブルトーザ20A,20Bを移
動させて滑車10A,10Bの位置を変え、牽引ロープ9A,9Bを
所望のドレーン材埋設計画線A(第5図に示す)に重ね
て張設し、水平ドレーン材埋設船4を一方の岸7B側から
他方の岸7Aに向けて牽引ロープ9Aを介して牽引操作用ウ
インチ8Aにより牽引し、移動させる。このとき、レーザ
発光器31からのレーザ光線31aを船体上の受光器30に常
時受けさせ、船体がドレーン材埋設計画線Aよりずれた
場合に、その変化を検出して信号が出されるようにす
る。
As shown in FIG. 1, the above-mentioned bulltozers 20A, 20B are moved to change the positions of the pulleys 10A, 10B, and the tow ropes 9A, 9B are superposed on the desired drain material embedding design line A (shown in FIG. 5). The horizontal drain material embedded ship 4 is towed and moved from one shore 7B side to the other shore 7A via the tow rope 9A by the towing operation winch 8A. At this time, the laser beam 31a from the laser light emitter 31 is always received by the light receiver 30 on the hull, and when the hull deviates from the drain material embedding design line A, the change is detected and a signal is output. To do.

このようにして水平ドレーン材埋設船4を一方側に移動
させる途中において、水平ドレーン材埋設船4が横風を
受け、牽引ロープ9A,9Bが撓んで第5図(イ)に示すよ
うに船体4がドレーン材埋設計画線Aからずれると、受
光器30によるレーザ光線照射位置が変位し、そのずれが
検出される。
In this way, while the horizontal drain material embedded ship 4 is being moved to one side, the horizontal drain material embedded ship 4 receives a cross wind and the tow ropes 9A and 9B bend and the hull 4 is moved as shown in FIG. Is deviated from the drain material embedding design line A, the laser beam irradiation position by the light receiver 30 is displaced, and the deviation is detected.

このずれ検出に応じて第5図(ロ)及び第6図に示すよ
うに牽引点調節装置21A,21Bによる牽引ロープ接続具25
A,25Bの位置が変位され、これによって第5図(ハ)に
示すように水平ドレーン材埋設船4は向きを変えて牽引
され、船体が泥面により受ける抵抗によって第5図
(ハ)に示す矢印方向に進行し、第5図(ニ)に示すよ
うに所定の水平ドレーン材埋設計画線A上に移動され
る。そして受光器30が、船体が水平ドレーン材埋設計画
線A上に移動したことを受光器30が検出すると、第5図
(ホ)に示すように再度牽引点調節装置21A,21Bの牽引
ロープ接続具25A,25Bの位置が元の位置に戻され、これ
によって水平ドレーン材埋設船4は水平ドレーン材埋設
計画線A上を移動することとなる。
In response to this deviation detection, as shown in FIGS. 5B and 6, the tow rope connecting device 25 by the tow point adjusting devices 21A and 21B.
The positions of A and 25B are displaced, and as a result, as shown in Fig. 5 (C), the horizontal drain material-buried ship 4 is turned and towed, and the resistance received by the mud surface causes the hull to move to Fig. 5 (C). It advances in the direction of the arrow shown and is moved to a predetermined horizontal drain material embedded design drawing line A as shown in FIG. When the light receiver 30 detects that the hull moves on the horizontal drain material embedded design line A, the light receiver 30 again connects the tow ropes of the tow point adjusting devices 21A and 21B as shown in FIG. 5 (e). The positions of the tools 25A and 25B are returned to the original positions, and thereby the horizontal drain material embedded ship 4 moves on the horizontal drain material embedded design line A.

このようにして岸7Bから岸7A側へドレーン材埋設船4を
移動させて一工程の埋設完了後、各ウインチ8A,8Bの巻
き取りをゆるめて両ブルトーザ20A,20Bを次のドレーン
材埋設計画線位置まで1ピッチ分だけ移動させ、岸7Bか
ら岸7Aの側に向けて前述と同様に移動操作する。
In this way, the drain material burial vessel 4 is moved from the shore 7B to the shore 7A side, and after one step of burial is completed, the winding of each winch 8A, 8B is loosened and the two bulltozers 20A, 20B are replaced with the next drain material design plan. Move to the line position by one pitch and move from shore 7B to shore 7A as described above.

なお、上述の実施例では、反力設備としてブルドーザを
使用しているが、この他移動可能な反力設備であればよ
く、また受光器30による変位検出によりウインチ22が自
動的に動作される構造の他、手作業でウインチ22を操作
してもよい。
In the above-described embodiment, the bulldozer is used as the reaction force equipment, but other movable reaction force equipment may be used, and the winch 22 is automatically operated by the displacement detection by the light receiver 30. Besides the structure, the winch 22 may be manually operated.

(発明の効果) 上述したように本発明の水平ドレーン材埋設船の操作方
法は、対岸間に張設した牽引ロープと両岸に設けた牽引
操作用ウインチによって水平ドレーン材埋設船を移動自
在となし、かつ、レーザ発光器により水平ドレーン材埋
設計画線に平行なレーザを発光させ、これを船体に設け
た受光器により受光させ、その受光器により検出した船
体位置変位量に応じて牽引点調節装置による牽引ロープ
接続具位置を変位させ、牽引方向に対する船体の相対位
置し調節して所望の水平ドレーン材埋設計画線に沿わせ
るようにしたことにより、簡単な操作にて水平ドレーン
材埋設船の直進度が高精度に維持できることとなり、ド
レーン材の埋設が均一な密度にて行われ得ることとなっ
たものである。
(Effects of the Invention) As described above, the operation method for a horizontal drain material-embedded ship according to the present invention is such that the horizontal drain material-embedded ship can be freely moved by a tow rope stretched between opposite shores and a towing operation winch provided on both banks. None, and the laser light emitter emits a laser beam parallel to the horizontal drain material embedded design line, and the light receiver installed on the hull receives this light, and the traction point is adjusted according to the displacement of the hull position detected by the light receiver. By moving the position of the tow rope connecting device by the device and adjusting the relative position of the hull with respect to the towing direction so that it follows the desired horizontal drain material embedding design line, the operation of the horizontal drain material embedding ship can be performed with a simple operation. The straightness can be maintained with high accuracy, and the drain material can be embedded at a uniform density.

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

第1図は本発明に使用する装置の配置を示す平面図、第
2図は水平ドレーン材埋設船の船体部分の平面図、第3
図は側面図、第4図は正面図、第5図(イ)〜(ホ)は
操船方法説明用の平面図、第6図は一部拡大した同部分
平面図、第7図は従来の水平ドレーン埋設船の側面図、
第8図は同操作方法を示す平面図である。 A……水平ドレーン材埋設計画線、1……ドレーン材、
2……リール、3……ドレーン材埋設ガイド、4……水
平ドレーン材埋設船、5……軟弱地盤、7A,7B……岸、8
A,8B……牽引操作用ウインチ、9A,9B……牽引ロープ、1
0A,10B,23a,23b……滑車、20A,20B……ブルトーザ、21
A,21B……牽引点調節装置、22……ウインチ、24a,24b…
…操作ワイヤー、25A,25B……牽引ロープ接続具、31…
…レーザ発光器、31a……レーザ光線、30,32……受光
器。
FIG. 1 is a plan view showing the arrangement of an apparatus used in the present invention, FIG. 2 is a plan view of a hull portion of a horizontal drain material burying ship, and FIG.
FIG. 4 is a side view, FIG. 4 is a front view, FIGS. 5 (a) to (e) are plan views for explaining the ship maneuvering method, FIG. 6 is a partially enlarged plan view of the same, and FIG. Side view of a horizontal drain buried ship,
FIG. 8 is a plan view showing the same operating method. A: Horizontal drain material embedded design line, 1 ... Drain material,
2 ... Reel, 3 ... Drain material embedding guide, 4 ... Horizontal drain material embedding vessel, 5 ... Soft ground, 7A, 7B ... Shore, 8
A, 8B …… Winding for towing operation, 9A, 9B …… Towing rope, 1
0A, 10B, 23a, 23b …… Pulley, 20A, 20B …… Burtosa, 21
A, 21B ...... Pull point adjustment device, 22 ...... Winches, 24a, 24b ...
… Operating wires, 25A, 25B …… Tow rope connections, 31…
… Laser emitter, 31a …… Laser beam, 30,32 …… Receiver.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】軟弱地盤上に浮べた水平ドレーン材埋設船
の船体を対岸に設置した牽引手段により牽引させること
により推進させるようにした水平ドレーン材埋設船の操
船方法において、前記船体の船首及び船尾に、それぞれ
牽引ロープ連結具の位置を船幅方向側に調節自在な牽引
点調節装置を設け、その両牽引ロープ連結具を介して、
該船体の前後に牽引ロープを張設し、該両牽引ロープに
一定の張力を保たせつつ船体を移動させ、かつドレーン
材埋設計画線と平行に陸上からレーザ光線を発光させ、
該レーザ光線を前記水平ドレーン材埋設船上にて受光し
て船体の前記水平ドレーン材埋設計画線に対する変位を
検出し、その検出された変位量に応じて牽引点調節装置
を作動させて牽引ロープ連結位置を変化させることより
水平ドレーン材埋設船を水平ドレーン材埋設計画線に整
合させることを特徴としてなる水平ドレーン材埋設船の
操船方法。
1. A method of maneuvering a horizontal drain material-embedded ship, wherein the hull of the horizontal drain material-embedded ship floating on soft ground is towed by a towing means installed on the opposite bank. At the stern, a tow point adjusting device that can adjust the position of each tow rope connecting device to the ship width direction side is provided, and through both tow rope connecting devices,
A tow rope is stretched in front of and behind the hull, the hull is moved while maintaining a constant tension on the both tow ropes, and a laser beam is emitted from land parallel to the drain material embedding design line,
The laser beam is received on the horizontal drain material embedded ship to detect the displacement of the hull with respect to the horizontal drain material embedded design line, and the tow point adjustment device is operated according to the detected displacement amount to connect the tow rope. A method for manipulating a horizontal drain material burying ship, characterized by aligning the horizontal drain material burying ship with a horizontal drain material burying design drawing by changing the position.
【請求項2】船体の船幅側両縁に設けた滑車より導出し
た一対の牽引ロープ連結具を支持する操作ワイヤーと、
船体に設置され、前記両操作ワイヤーの操作長さを調節
するウインチとをもって構成した牽引点調節装置を使用
する請求項第1項に記載の水平ドレーン材埋設船の操船
方法。
2. An operation wire for supporting a pair of tow rope connecting members led out from pulleys provided on both edges of a ship body on the width side of the ship,
The method for maneuvering a horizontal drain material-embedded ship according to claim 1, wherein a towing point adjusting device installed on a hull and configured with a winch for adjusting operation lengths of the both operation wires is used.
JP33028690A 1990-11-30 1990-11-30 How to operate a horizontal drain material buried ship Expired - Lifetime JPH0768694B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33028690A JPH0768694B2 (en) 1990-11-30 1990-11-30 How to operate a horizontal drain material buried ship

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33028690A JPH0768694B2 (en) 1990-11-30 1990-11-30 How to operate a horizontal drain material buried ship

Publications (2)

Publication Number Publication Date
JPH04203012A JPH04203012A (en) 1992-07-23
JPH0768694B2 true JPH0768694B2 (en) 1995-07-26

Family

ID=18230953

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33028690A Expired - Lifetime JPH0768694B2 (en) 1990-11-30 1990-11-30 How to operate a horizontal drain material buried ship

Country Status (1)

Country Link
JP (1) JPH0768694B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3605163B2 (en) * 1994-12-16 2004-12-22 東急建設株式会社 Method of laying horizontal drain material and laying work boat
JP5510866B2 (en) * 2010-07-08 2014-06-04 五洋建設株式会社 Laying of horizontal drain material for soft ground improvement
JP5640299B2 (en) * 2010-11-12 2014-12-17 五洋建設株式会社 Maneuvering method of horizontal drain buried ship

Also Published As

Publication number Publication date
JPH04203012A (en) 1992-07-23

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