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JP3363386B2 - Drain material driving work boat - Google Patents
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JP3363386B2 - Drain material driving work boat - Google Patents

Drain material driving work boat

Info

Publication number
JP3363386B2
JP3363386B2 JP23499198A JP23499198A JP3363386B2 JP 3363386 B2 JP3363386 B2 JP 3363386B2 JP 23499198 A JP23499198 A JP 23499198A JP 23499198 A JP23499198 A JP 23499198A JP 3363386 B2 JP3363386 B2 JP 3363386B2
Authority
JP
Japan
Prior art keywords
drain material
vertical
material driving
vertical drain
ship
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
JP23499198A
Other languages
Japanese (ja)
Other versions
JP2000054360A (en
Inventor
能寛 谷本
忠良 前田
功 西島
和宏 太田
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.)
Kinjo Rubber Co Ltd
Original Assignee
Kinjo Rubber 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 Kinjo Rubber Co Ltd filed Critical Kinjo Rubber Co Ltd
Priority to JP23499198A priority Critical patent/JP3363386B2/en
Publication of JP2000054360A publication Critical patent/JP2000054360A/en
Application granted granted Critical
Publication of JP3363386B2 publication Critical patent/JP3363386B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、浚渫土・軟弱地盤
に多数の垂直ドレーン材を深く打ち込み、この垂直ドレ
ーン材を水平ドレーン材又は水平ドレーン層に接続して
軟弱地盤又は浚渫土中の水をドレーン材を用いて排水す
る地盤改良のためのドレーン材打込作業船に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method in which a large number of vertical drain materials are deeply driven into dredged soil / soft ground, and the vertical drain materials are connected to a horizontal drain material or a horizontal drain layer so that the water in the soft ground or the dredged soil is connected. The present invention relates to a drain material driving work ship for drainage improvement of soil using drain material.

【0002】[0002]

【従来の技術】従来、堤体・ケーソンで囲われている浚
渫地・湖・沼・泊地等の軟弱地盤の浚渫・地盤改良工事
で、浚渫土・軟弱地盤の排水をよくするため、浚渫土・
軟弱地盤中に垂直ドレーン材を多数埋設させて、垂直ド
レーン材を介して水を外部に排水する工法が開発されて
いる。この垂直ドレーン材は浚渫土・軟弱地盤中に0.
8〜2.5mピッチで多数打ち込まれる。従来のドレー
ン材を用いての軟弱地盤改良工法は、数m〜45m程の
深さを有する軟弱地盤上にネット敷きを行い、そのネッ
ト上に砂を0.8〜2.5mの厚みに盛土して水平のド
レーン層を形成するとともに、自走作業機が走行できる
だけの支持力を与え、その後自走式垂直ドレーン材打込
作業機を盛土上を走行させて多数の垂直ドレーン材を打
ち込み、垂直ドレーン材を砂の水平ドレーン層に貫通さ
せて接続させ、その後載荷盛土を行う。軟弱地盤中の水
・液体は垂直ドレーン材・砂の水平のドレーン層を介し
て外部へ排出される。排水されて圧密沈下した後に充分
な強度の支持地盤を形成させるものである。この工法に
用いられるドレーン材打込作業船は、20〜50mの垂
直ポストを立設し、垂直ポストに垂直ドレーン材打込装
置を装置した重量20〜30トンの自走式垂直ドレーン
材打込機を船体甲板上に複数台固定している。作業はこ
のドレーン材打込作業船の船体全体を左右方向に0.8
〜2.5m毎移動・停船を行って左右方向に0.8〜
2.5m毎の一列の垂直ドレーン打込みを行ない、、一
列の垂直ドレーン材の打込後に船体全体を0.8〜2.
5m前進させることを繰り返して広い領域の地盤改良を
行うものである。このドレーン材打込作業船では、船体
全体を左右方向に0.8〜2.5m毎の多数回の移動・
停船を行うため船体移動作業に多大の労力と時間を費や
すもので、又船体移動は精度が悪く、垂直ドレーン材の
打込位置精度が悪いものであった。更にこの施工方法は
泥上施工工事では船体の移動が難しいので採用出来るも
のではなかった。たとえこの垂直ドレーン材打込工法を
泥上施工で使用しても垂直ドレーン材の打ち込み出来る
範囲は、船体の巾以内の範囲しか出来ないので、先に垂
直ドレーン材を打込んで施工済みの領域との境界付近の
垂直ドレーン材の打込み作業は先に打込んだ領域の境界
付近の垂直ドレーン材に船体が乗り上げるようにしない
限りできない。そのため泥上施工では、既打込みの垂直
ドレーン領域の境界付近の垂直ドレーン材の打込みは実
用上できないものであった。
2. Description of the Related Art Conventionally, in order to improve the drainage of dredged soil / soft ground by the dredging / ground improvement work of the soft ground such as the dredge, the lake, the swamp, and the anchorage surrounded by the dam body / caisson.・
A method has been developed in which a large number of vertical drain materials are embedded in soft ground and water is drained to the outside through the vertical drain materials. This vertical drain material is used for dredged soil and soft ground.
A large number are driven at a pitch of 8 to 2.5 m. In the conventional soft ground improvement method using drain material, a net is laid on the soft ground having a depth of several meters to 45 meters, and sand is filled on the net to a thickness of 0.8 to 2.5 meters. To form a horizontal drain layer, and to give enough supporting force for the self-propelled work machine to travel, then run the self-propelled vertical drain material driving work machine on the embankment and drive in a large number of vertical drain materials. The vertical drain material is pierced and connected to the horizontal drain layer of sand, after which loading embankment is performed. Water and liquid in the soft ground are discharged to the outside through the vertical drain material and the horizontal sand drain layer. After being drained and consolidated, it forms a supporting ground with sufficient strength. The drain material driving work vessel used in this method is a self-propelled vertical drain material driving machine having a vertical post of 20 to 50 m erected and a vertical drain material driving device installed on the vertical post. Multiple machines are fixed on the deck of the ship. For the work, the entire hull of this drain material driving work ship is 0.8
~ 0.8m in lateral direction after moving / stopping every 2.5m
One row of vertical drains is driven every 2.5m, and after the row of vertical drains is driven, the entire hull is 0.8-2.
It is to improve the ground in a wide area by repeating the forward movement of 5 m. In this drain material driving work boat, the entire hull is moved in the left-right direction a number of times every 0.8 to 2.5 m.
It takes a lot of labor and time to move the hull to stop the ship, and the hull movement is inaccurate, and the vertical drain material driving position is inaccurate. Furthermore, this construction method cannot be adopted because it is difficult to move the hull during construction work on mud. Even if this vertical drain material driving method is used in mud construction, the range of vertical drain material that can be driven is only within the width of the hull, so the area where the vertical drain material has been driven first has been completed. The vertical drain material in the vicinity of the boundary between and can not be driven unless the hull is set on the vertical drain material in the vicinity of the boundary of the previously driven area. Therefore, in the case of mud construction, it was practically impossible to drive the vertical drain material near the boundary of the already driven vertical drain area.

【0003】[0003]

【発明が解決しようとする課題】本発明が解決しようと
する課題は、従来のこれらの問題点を解消し、垂直ドレ
ーン材の打込作業及び垂直ドレーン材と水平ドレーン材
との接続作業が効率的且つ容易に行え、作業コストを大
巾に低減でき、又正確な位置に垂直ドレーン打込みが行
え且つ安全に作業が行えるドレーン材打込作業船を提供
することにある。本発明の第2の課題は、泥上施工に於
いて打込施工済み領域の境界のドレーン工事が正確に行
え、又台船の多少の左右移動ズレ・蛇行があっても正確
な位置での垂直ドレーン材の打込み及び左右端の垂直ド
レーン材の正確な打込みが可能なドレーン材打込作業船
を提供することにある。
SUMMARY OF THE INVENTION The problems to be solved by the present invention are to solve these problems in the prior art and to efficiently drive the vertical drain material and connect the vertical drain material and the horizontal drain material. It is an object of the present invention to provide a drain material driving work vessel that can be performed easily and easily, can significantly reduce the work cost, can perform vertical drain driving at an accurate position, and can perform work safely. A second object of the present invention is to accurately perform drain work at the boundary of the already-prepared area in mud construction, and to ensure accurate positioning even if there is some lateral displacement or meandering of the barge. An object of the present invention is to provide a drain material driving work vessel capable of driving vertical drain material and accurately driving vertical drain materials at the left and right ends.

【0004】[0004]

【課題を解決するための手段】かかる課題を解決した本
発明の構成は、 1) 垂直ドレーン材を打込む垂直ドレーン材打込機を
大型の台船上に置き、同台船を係留するアンカーを台船
外遠方に配し、同アンカーの係留ワイヤをウインチ装置
を用いて操作して移動させるドレーン材打込作業船であ
って、台船上にレールを敷設し、同レール上を移動する
横行ベースを設け、同横行ベースに垂直ドレーン材打込
機を装置し、しかも垂直ドレーン材打込機のドレーン材
の打込み位置が台船の船体外側となるように垂直ドレー
ン材打込機を横行ベースに配置し、垂直ドレーン材打込
機が、垂直な長尺のポストと、同ポストに沿って上下動
自在で且つ内部に垂直ドレーン材を挿通する管状ガイド
ケーシングと、同ガイドケーシングを上下動させる駆動
部と、ドラムに巻き込んだ垂直ドレーン材及び水平ドレ
ーン材と、船尾から泥面又は海面上に張り出すように上
下動自在に設けた作業デッキと、作業デッキに設けた水
平ドレーン材との接続装置とから構成されたことを特徴
とするドレーン材打込作業船 2) レールを台船の船体側面から左右方向へ突き出す
ように延長し、垂直ドレーン材打込機の垂直ドレーン材
の打込みが台船の船体側面から離れた位置でも行えるよ
うした前記1)記載のドレーン材打込作業船 3) 台船上のレールを巾広く設け、又横行ベースの垂
直ドレーン材打込機設置側の反対側に近い位置に台船及
び横行ベースの操作運転と垂直ドレーン材打込機の操作
を行う運転室及び重量あるその付属装置を設けて全体重
心が台船中心方向に近ずけるようにした前記1)又は
2)何れか記載のドレーン材打込作業船 4) レール上に複数の横行ベースを設け、各横行ベー
スに垂直ドレーン材打込機を設けた前記1)〜3)いず
れか記載のドレーン材打込作業船 5) 一つの横行ベースに複数の垂直ドレーン材を同時
に打込める垂直ドレーン材打込機を設置した前記1)〜
4)いずれか記載のドレーン材打込作業船 6) レール上に偶数の横行ベースを設け、各横行ベー
スに垂直ドレーン材打込機を装置し、横行ベースを台船
上で左右対称的に動かして左右の重量バランスをとるよ
うにした前記1)〜5)いずれか記載のドレーン材打込
作業船 7) 台船が、トラック運搬可能な小型のフロート台船
を複数基列べて分解連結自在に連結して横長の大型のも
のに組み立てられる前記1)〜6)何れか記載のドレー
ン材打込作業船にある。
[Means for Solving the Problems] The structure of the present invention which has solved the above problems is as follows: 1) A vertical drain material driving machine for driving vertical drain material is placed on a large berth, and an anchor for mooring the berth is provided. It is a drain material driving work vessel that is located far away from the pedestal and operates by moving the mooring wire of the anchor by using a winch device. A rail is laid on the pedestal and a traverse base that moves on the rail. A vertical drain material driving machine is installed on the traverse base, and the vertical drain material driving machine is installed on the traverse base so that the position of the drain material of the vertical drain material driving machine is outside the hull of the pier. Place and drive vertical drain material
The machine moves vertically along a long vertical post.
A tubular guide that is free and has a vertical drain inserted inside
Drive to move the casing and the guide casing up and down
And the vertical drain material and horizontal drain wound on the drum.
Above the lumber and so that it overhangs the mud or sea surface from the stern.
Working deck that can be moved downward and water provided on the working deck
Drain material driving work boat characterized by comprising a connection device with a flat drain material 2) A rail is extended from the side of the hull of the pier to extend in the left-right direction, and the vertical drain material driving machine is vertical. The drain material driving work vessel according to the above 1), wherein the drain material can be driven even at a position away from the side surface of the hull of the berth. 3) The rail on the trolley is wide and the traverse base is suspended.
The pier is located near the side where the direct drain driver is installed.
And traverse base operation and vertical drain material driving machine operation
The operator's cab for carrying out
The drain material driving work vessel according to any one of 1) or 2) described above, wherein the mind is made to approach the center of the pontoon. 4) A plurality of traverse bases are provided on the rail, and each traverse base is provided.
Drain material driving work vessel according to any one of the above 1) to 3) in which a vertical drain material driving machine is provided on a rail 5) A plurality of vertical drain materials are simultaneously mounted on one traverse base.
Installed vertical drain material driving machine that can be driven into
4) Any one of the drain material driving work vessels 6) Provide an even number of transverse bases on the rails, and
Equipped with a vertical drain material driving machine and a traverse base
Move symmetrically above to balance the left and right weight
The drain material driving work vessel according to any one of the above 1) to 5) 7) A small float carrier that can be transported by truck.
A large, horizontally-long type
The drain material driving work vessel according to any one of the above 1) to 6), which is assembled to the above .

【0005】[0005]

【作用】本発明では、垂直ドレーン材打込機はレール・
横行ベース等によって台船甲板上に横行自在に装置され
ているので、垂直ドレーン材打込機の横行は迅速・精確
且つ容易で、任意の位置に自在に停止できる。しかも転
倒しないように台船と係止させて安定できるように垂直
ドレーン材打込機を横行するように装置することは容易
にできるので安全な施工が行える。垂直ドレーン材打込
機による打込み・垂直ドレーン材の切断・アンカー板の
取付作業と、垂直ドレーン材と水平ドレーン材との接続
作業を並行して行えるのでドレーン構築作業が効率的に
行え、しかも通水性の帯状の垂直ドレーン材を帯状の水
平ドレーン材と接続して排水路を形成するので、砂を使
用したドレーン層に比べて大巾に安価に且つ工期短縮し
て施工できる。特に、レールを台船側面から左右に延長
し、垂直ドレーン材打込機を台船側面から左右に離れた
泥上・海上に移動させることができるものでは、前に施
工して垂直ドレーン材・水平ドレーン材を構築した施工
済み領域の境界に沿って且つ境界から離れ対置で台船を
動かしながら台船と施工済み領域の境界との間の境界領
域の上方に垂直ドレーン材打込機をレールの左右延長部
まで移動させることで可能として、台船で既打設のドレ
ーン材を破壊することなく境界領域の垂直ドレーン材の
打ち込み・接続作業を可能とする。又、台船がウインチ
の操作ミス等で左右にズレて前進されても、又は多少の
蛇行があっても、左右端の垂直ドレーン材の打込位置
は、レールの左右延長部を使っての位置調整で正確な位
置に調整できる。
In the present invention, the vertical drain material driving machine is
Since it is freely traversed on the deck of the barge by a traverse base, etc., the traverse of the vertical drain material driving machine is quick, accurate, and easy, and can be freely stopped at any position. Moreover, it is easy to install the vertical drain material driving device so that the vertical drain material driving device can traverse so that it can be locked and locked with the pier so that it does not fall over, so safe construction can be performed. Drain construction work can be done efficiently because the work of driving with the vertical drain material driving machine, cutting of the vertical drain material, attachment of the anchor plate, and connection work of the vertical drain material and the horizontal drain material can be performed in parallel. Since the drainage channel is formed by connecting the water-based strip-shaped vertical drain material with the strip-shaped horizontal drain material, the construction can be performed at a much lower cost and in a shorter construction period than the drain layer using sand. In particular, if the rail can be extended left and right from the side of the ship and the vertical drain material driving machine can be moved to the mud and the sea left and right from the side of the ship, the vertical drain material must be installed in front and Rail the vertical drain material driver above the boundary area between the barge and the constructed area while moving the barge in confrontation with and along the boundary of the constructed area where the horizontal drain material is constructed. It will be possible to move it to the left and right extension parts, and it will be possible to drive and connect the vertical drain material in the boundary area without destroying the drain material that has already been driven by the pier. In addition, even if the barge is moved to the left and right due to a winch operation error, or if there is some meandering, the vertical drain material at the left and right ends can be driven in using the left and right extension parts of the rail. You can adjust the position accurately.

【0006】[0006]

【発明の実施の形態】本発明の垂直ドレーン材打込機を
横行させるためレールを複数設置し、一つのレールを台
船の重心を超えて船首側寄りに、それができなければ船
首に近い側に配置する。又その上に横行ベースを走行で
きるようにし、同横行ベースの垂直ドレーン材打込機設
置側の反対側端に運転室、重量物(発電装置、油圧ユニ
ット等装置)を配置することで垂直ドレーン材打込機の
台船甲板周縁部の重量による台船の傾きを少なくするよ
うにすることが好ましい。台船は、トラックで陸上運送
できる大きさ・重量の船長10m程以下、船巾2.2m
以下、重量4トン以下の小型フロート台船を複数基組み
立てて現地で構築できるようにするのがよい。垂直ドレ
ーン材の切断作業・アンカー板取り付け作業と水平ドレ
ーン材の接続作業の為に垂直ドレーン材打込機になるべ
く台船から張り出した作業デッキを昇降自在に設ける。
垂直ドレーン材打込機は、台船甲板上の前後二列以上の
レールによって横行させ、垂直ドレーン材打込機の倒れ
込みを前後二列以上のレールとの係止力で防止できるよ
うにするのが望ましい。又レールは台船側面より垂直ド
レーン材の打ち込み間隔の2倍以上で3〜5m前後程長
く左右に延長するのが境界領域の施工が容易となるので
好ましい。又延長部のレールは補強材又は張り出し床板
などで強度補強して、充分な荷重に耐えれるようにす
る。
BEST MODE FOR CARRYING OUT THE INVENTION A plurality of rails are installed in order to traverse the vertical drain material driving machine of the present invention, and one rail is located near the bow side beyond the center of gravity of the ship, and if it cannot be done, it is close to the bow. Place on the side. In addition, the traverse base can be run on it, and a vertical drain can be installed by arranging a driver's cab and heavy objects (power generators, hydraulic units, etc.) at the end of the traverse base opposite to the vertical drain material driver installation side. It is preferable to reduce the inclination of the pier due to the weight of the peripheral portion of the deck of the material driving machine. The barge is 10m or less in length and 2.2m in width and weight that can be transported by truck.
Below, it is advisable to assemble multiple small float barges weighing less than 4 tons so that they can be built locally. Ru provided working deck protruding from possible barge vertically drain member driving machine for connection work cutting operations anchors plate mounting operation and horizontal drain material vertically drain member vertically movably.
The vertical drain material driving machine should be traversed by two or more rows of front and rear rails on the deck, so that the vertical drain material driving machine can be prevented from collapsing by the locking force with the rails of two or more rows. Is desirable. Further, it is preferable that the rail is extended from the side surface of the ship to the side of the vertical drain member at least twice as long as about 3 to 5 m so as to extend to the left and right because the construction of the boundary area becomes easy. In addition, the rail of the extension part is reinforced with a reinforcing material or a protruding floor plate so that it can withstand a sufficient load.

【0007】[0007]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。本実施例に使用するドレーン材打込作業船の台船
はトラックで陸上運送できる小型フロート台船を現場で
9基連結し、又垂直ドレーン材打込作業機には昇降自在
な作業デッキを設けた例である。図1は、実施例のドレ
ーン材打込作業船を示す側面図である。図2は、実施例
のドレーン材打込作業船を示す平面図である。図3は実
施例の横行ベースの走行機構を示す説明図である。図4
は実施例の垂直ドレーン材のケーシングフレームの昇降
装置を示す説明図である。図5は、実施例の施工作業を
示す説明図である。図6,7は、実施例のドレーン材打
設施工の工程説明図である。図8は、実施例の垂直ドレ
ーン材打込作業と水平ドレーン材との接続作業を示す説
明図である。図9は、実施例の作業デッキの昇降機構の
説明図である。図10は、実施例の軟弱地盤改良工法の
全体工程を示す説明図である。図11,12は、実施例
のドレーン材打込工程を示す説明図である。図13は、
実施例の施工済み領域の境界領域のドレーン材打設施工
作業を示す説明図である。図14は、一つの横行ベース
に2基のドレーン材打込装置を装置した本発明の他の例
を示す説明図である。図15は、図14のX−X断面図
である。図16は、横行ベースを2台対称的に動かす本
発明の他の例のドレーン材打込装置を示す説明図であ
る。図中Aは実施例に使用するドレーン材打込作業船、
1はドレーン材打込作業船Aの長さ10mで船巾21m
程の台船、2は垂直ドレーン材打込機、2aは9m程の
長さで4本連結されて33m長さになる垂直ドレーン材
打込み機2のリーダー、2bは同リーダー2aに沿って
地盤に向って下降させられる巾10cm程の通水性のプ
ラスチック製垂直ドレーン材、2cは同垂直ドレーン材
巻取りドラム、2dは垂直ドレーン材2bを地盤中に挿
入するためのガイドケーシング、2eはガイドケーシン
グ2dを地盤中に送り込む推進ローラ、2fは垂直ドレ
ーン材2bの下端に取付けたアンカー板、2gは台船か
ら張り出した作業デッキ、2hは垂直ドレーン材打込機
の駆動部、2iは横行ベース4の反対端に設けた運転
室、2jは作業デッキ2gを上下動させるシリンダー、
2Kは水平ドレーン材11と垂直ドレーン材2bとを接
続する接続装置である。3は後部台船1bに設けた一対
のレール、4は同レール上を走行する横行ベース、5は
ウインチ装置、6はウインチ装置のワイヤ、7は同ワイ
ヤの途中に取付けた滑車、8は陸上でウインチ装置5を
固定するアンカー、10は長さ10m、船巾2.2mの
小型のトラック運送できる小型フロート台船、11は巾
30cm程の通水性プラスチック製の水平ドレーン材、
12は水平ドレーン材11と垂直ドレーン材2bとの接
続金具、13は水平ドレーン材11と接続した暗渠であ
る。Bは軟弱地盤、Cは浚泄土である。又図14,15
は、一台の横行ベース26に前後2基の垂直ドレーン材
打込機を装置したドレーン作業船の例である。図中、2
0はリーダーとなるポストタワー、20aはポストタワ
ーのガイド、21,22はケーシングフレーム、21
a,22aは同ケーシングフレームを取付けるアタッチ
メント、21b,22bは同昇降台のガイドローラー、
23,24はペーパードレーン材の垂直ドレーン材、2
5a,25bはケーシングフレーム21,22をポスト
タワー20の中間で支持するアタッチメント、26は横
行ベース、27は台船である。又図16は、一対の対称
的に横行ベース31,32を動かして左右同時に垂直ド
レーン材を打ち込むドレーン材打込作業船の例である。
図中、30は小型のフロート台船30aを横方向に連結
した台船、31,32は2基の横行ベース、33,34
は垂直ドレーン材打込機、35,36は作業デッキ、3
7,38は台船30上の一対のレールである。
Embodiments of the present invention will be described below with reference to the drawings. For the pontoon of the drain material driving work vessel used in this embodiment, nine small float pontoons which can be transported by land by truck are connected on site, and a vertical drain material driving work machine is provided with a vertically movable working deck. It is an example. FIG. 1 is a side view showing a drain material driving work boat of the embodiment. FIG. 2 is a plan view showing the drain material driving work boat of the embodiment. FIG. 3 is an explanatory view showing a traverse-based traveling mechanism of the embodiment. Figure 4
FIG. 4 is an explanatory view showing an elevating device for a casing frame of a vertical drain member of the embodiment. FIG. 5: is explanatory drawing which shows the construction work of an Example. 6 and 7 are process explanatory diagrams of the drain material placing construction of the embodiment. FIG. 8 is an explanatory diagram showing a vertical drain material driving operation and a horizontal drain material connecting operation of the embodiment. FIG. 9 is an explanatory diagram of the lifting mechanism of the working deck of the embodiment. FIG. 10: is explanatory drawing which shows the whole process of the soft ground improvement method of an Example. 11 and 12 are explanatory views showing the drain material driving step of the embodiment. Figure 13
It is explanatory drawing which shows the drain material placing construction work of the boundary area | region of the construction completed area of an Example. FIG. 14 is an explanatory diagram showing another example of the present invention in which two drain material driving devices are provided on one traverse base. FIG. 15 is a sectional view taken along line XX of FIG. FIG. 16 is an explanatory view showing a drain material driving device of another example of the present invention in which two transverse bases are symmetrically moved. In the figure, A is a drain material driving work vessel used in the embodiment,
1 is a drain material driving work ship A with a length of 10 m and a width of 21 m
Of the vertical drain material driving machine, 2 is a vertical drain material driving machine, and 2a is a leader of the vertical drain material driving machine 2 which is connected to four by a length of about 9 m and has a length of 33 m, and 2b is the ground along the leader 2a. Vertical drain material made of water-permeable plastic having a width of about 10 cm which is lowered toward the ground, 2c is a vertical drain material winding drum, 2d is a guide casing for inserting the vertical drain material 2b into the ground, and 2e is a guide casing. 2d is a propelling roller for feeding into the ground, 2f is an anchor plate attached to the lower end of the vertical drain material 2b, 2g is a working deck overhanging from the ship, 2h is a drive part of the vertical drain material driving machine, 2i is a traverse base 4 A driver's cab provided on the opposite end of the cylinder 2j is a cylinder for moving the work deck 2g up and down,
2K is a connecting device for connecting the horizontal drain member 11 and the vertical drain member 2b. 3 is a pair of rails provided on the rear pontoon 1b, 4 is a traverse base that runs on the rails, 5 is a winch device, 6 is a wire of the winch device, 7 is a pulley attached in the middle of the wire, and 8 is land. An anchor for fixing the winch device 5, 10 is a small float carrier that can carry a small truck with a length of 10 m and a ship width of 2.2 m, 11 is a horizontal drain material made of water-permeable plastic with a width of about 30 cm,
Reference numeral 12 is a metal fitting for connecting the horizontal drain material 11 and the vertical drain material 2b, and 13 is a culvert connected to the horizontal drain material 11. B is soft ground and C is dredged soil. See also FIGS.
Is an example of a drain work boat in which two traverse bases 26 are equipped with front and rear vertical drain material driving machines. 2 in the figure
0 is a post tower that serves as a leader, 20a is a post tower guide, 21 and 22 are casing frames, 21
a and 22a are attachments for mounting the casing frame, 21b and 22b are guide rollers of the lifting table,
23 and 24 are vertical drain materials of paper drain materials, 2
5a and 25b are attachments that support the casing frames 21 and 22 in the middle of the post tower 20, 26 is a traverse base, and 27 is a barge. FIG. 16 shows an example of a drain material driving work vessel in which a pair of symmetrical transverse bases 31 and 32 are moved symmetrically and vertical drain materials are simultaneously driven.
In the figure, 30 is a barge in which small float barges 30a are laterally connected, 31, 32 are two traverse bases, 33, 34
Is a vertical drain material driving machine, 35 and 36 are working decks, 3
Reference numerals 7 and 38 denote a pair of rails on the ship 30.

【0008】図1〜13に示す実施例について説明す
る。本実施例は、泥上施工に使用した例である。本発明
のドレーン材打込作業船は、9基の小型フロート台船1
0と、3分割されたリーダー2aと、横行ベース4と、
運転室2i,水平ドレーン材巻取りドラム11a,垂直
ドレーン材巻取りドラム2c等に分割され、複数のトラ
ックに分けて現場へ陸送される。現場で組み立てて図
1,2に示すドレーン材打込作業船Aを軟弱地盤Bの泥
上に浮べ、垂直ドレーン材2bの打ち込みと水平ドレー
ン材11との接続・敷設作業を行う。この垂直ドレーン
材2bの打ち込み作業と水平ドレーン材11との接続作
業の詳細は図6,7,11,12に示す工程でなされ
る。又ドレーン材打込作業船Aの全体移動は図5に示す
ように複数のウインチ装置5でもってワイヤ6でもって
動かす。ドレーン材の打ち込み作業は、まず台船1をウ
インチ装置5でもって前後左右動かして所定の作業位置
に移動させる。次に横行ベース4を台船1のレール3上
に沿って横方向に移動させ、同横行ベース4上の垂直ド
レーン材打込機2を一方の端に寄せ、水平ドレーン材1
1を長く伸ばす(図6(a)参照)。次に垂直ドレーン
材打込機2の推進ローラ2eを作動させてガイドケーシ
ング2dを下方向に送り込む。ガイドケーシング2dの
下端は垂直ドレーン材2bの下端に取付けたアンカー板
2fと当って、ガイドケーシング2dの下降とともにア
ンカー板2fを下降させ、ペーパードレーン材の垂直ド
レーン材2bを巻取りドラム2eから繰り出しながら下
降させ、軟弱地盤B中に深く挿入する(図8,9,6
(a))。垂直ドレーン材2bを軟弱地盤B中に挿入し
た後、ガイドケーシング2dを上昇させると、垂直ドレ
ーン材2bはアンカー板2fによる軟弱地盤Bとの抵抗
で地盤中に残され、ガイドケーシング2dのみ上昇し、
台船1の甲板近くまで上昇させ、作業デッキ2gの作業
者がハサミなどの切断器で垂直ドレーン材2bの軟弱地
盤Bから露出した部分で切断する。これと平行して切断
された軟弱地盤B内に挿入された前回打ち込みの垂直ド
レーン材2bの上端を、作業デッキ2gで接続装置2k
を用いて水平ドレーン材11と接続金具12でもって通
水性があるように接続する。(初回打込み時には接続作
業はない)更に今回切断された上方の垂直ドレーン材2
bの下端にアンカー板2fを取付ける(図6(b),
8,11(d),(e),(f),(g)参照)。垂直
ドレーン材2bと水平ドレーン材11との接続作業を容
易にする為、泥面に近ずけるように作業デッキ2gの位
置をシリンダー2jを作動させて調整する。その後、水
平ドレーン材11を繰り出しながら横行ベース4を左右
方向横行させ、次の打ち込み位置で停止させ、上記同様
の垂直ドレーン材2bの打ち込みと切断・アンカー板の
取り付け・水平ドレーン材11との接続作業を行う(図
6(c),(d)参照)。以下、同様の手順で一方側か
ら垂直ドレーン材2bを0.8〜2.5mのピッチで打
ち込み、水平ドレーン材11と接続し、暗渠13と接続
する(図6,7,11,12参照)。このように、一列
に複数打ち込んだ垂直ドレーン材2bを接続した水平ド
レーン材11を切離した後、台船1全体をウインチ装置
5を用いて、次の打ち込み位置まで前進させ、この位置
で停船させて(図7(e,f)参照)、前後同様に一方
側から垂直ドレーン材2bの打ち込みと水平ドレーン材
11との接続を行う(図7(g),(h)参照)。この
ように一列毎左右方向に複数の垂直ドレーン材2bを打
ち込んで、水平ドレーン材11と接続した後、台船1を
更に前進させることをくり返して、軟弱地盤B上に多数
の垂直ドレーン材2bを打ち込み、水平ドレーン材11
と接続させる。これによって、図13の右側の軟弱地盤
の領域のように軟弱地盤に左右前後1〜2mピッチで多
数打ち込んだ垂直ドレーン材2bを水平ドレーン材11
でこれらを繋いで暗渠13まで延長し、ドレーン排水路
を構築する。軟弱地盤中の水分は垂直ドレーン材2bか
ら上昇し、水平ドレーン材11を介して暗渠13へ排水
され、圧密沈下するので水平ドレーン材11上に浚泄土
Cを投入する(図10(c)参照)。軟弱地盤Bの水は
垂直ドレーン材2bと水平ドレーン材11とを経由して
排水され、圧密沈下を起し、軟弱地盤Bの地盤強度は向
上する。
The embodiment shown in FIGS. 1 to 13 will be described. This example is an example used for construction on mud. The drain material driving work ship of the present invention includes nine small float barges 1.
0, the leader 2a divided into three, the transverse base 4,
It is divided into an operator's cab 2i, a horizontal drain material winding drum 11a, a vertical drain material winding drum 2c, etc., and divided into a plurality of trucks and transported to the site by land. Assembled at the site, the drain material driving work vessel A shown in FIGS. 1 and 2 is floated on the mud of the soft ground B, and the vertical drain material 2b is driven and the horizontal drain material 11 is connected and laid. The details of the work of driving the vertical drain member 2b and the work of connecting the vertical drain member 2b are performed in the steps shown in FIGS. Further, the entire movement of the drain material driving work boat A is carried out by a plurality of winch devices 5 and a wire 6 as shown in FIG. In the work of driving the drain material, first, the barge 1 is moved back and forth and left and right by the winch device 5 to move it to a predetermined work position. Next, the traverse base 4 is moved laterally along the rail 3 of the barge 1, and the vertical drain material driving machine 2 on the traverse base 4 is moved to one end to move the horizontal drain material 1
1 is elongated (see FIG. 6 (a)). Next, the propelling roller 2e of the vertical drain material driving machine 2 is operated to feed the guide casing 2d downward. The lower end of the guide casing 2d hits the anchor plate 2f attached to the lower end of the vertical drain member 2b, and the anchor plate 2f is lowered as the guide casing 2d descends, and the vertical drain member 2b of the paper drain member is fed out from the winding drum 2e. While descending, insert deeply into the soft ground B (Figs. 8, 9, 6).
(A)). When the guide casing 2d is raised after inserting the vertical drain material 2b into the soft ground B, the vertical drain material 2b is left in the ground due to the resistance of the anchor plate 2f with the soft ground B, and only the guide casing 2d rises. ,
It is lifted up to near the deck of the pier 1, and the operator of the work deck 2g cuts with the cutter such as scissors at the portion exposed from the soft ground B of the vertical drain material 2b. The upper end of the previously driven vertical drain material 2b inserted in the soft ground B cut in parallel with this is connected to the connecting device 2k by the working deck 2g.
The horizontal drain member 11 and the connection fitting 12 are used to connect so as to have water permeability. (There is no connection work at the time of first driving) Furthermore, the vertical drain material 2 above which was cut this time
Attach the anchor plate 2f to the lower end of b (Fig. 6 (b),
8, 11 (d), (e), (f), (g)). In order to facilitate the connection work between the vertical drain material 2b and the horizontal drain material 11, the position of the work deck 2g is adjusted by operating the cylinder 2j so as to approach the mud surface. After that, while the horizontal drain material 11 is being fed out, the traverse base 4 is traversed in the left-right direction and stopped at the next driving position, and the same driving and cutting of the vertical drain material 2b, attachment of the anchor plate, and connection with the horizontal drain material 11 are performed. Work is performed (see FIGS. 6C and 6D). Thereafter, the vertical drain material 2b is driven from one side at a pitch of 0.8 to 2.5 m by the same procedure, connected to the horizontal drain material 11 and connected to the underdrain 13 (see FIGS. 6, 7, 11, and 12). . In this way, after separating the horizontal drain member 11 to which the vertical drain members 2b that have been driven in a row are connected, the entire barge 1 is advanced to the next driving position by using the winch device 5 and stopped at this position. (See FIGS. 7 (e) and 7 (f)), the vertical drain member 2b is driven in from one side and connected to the horizontal drain member 11 in the same manner as before and after (see FIGS. 7 (g) and 7 (h)). In this way, by driving a plurality of vertical drain members 2b in each row in the left-right direction, connecting them with the horizontal drain members 11, and then further advancing the pontoon 1 repeatedly, a large number of vertical drain members 2b are placed on the soft ground B. Drive the horizontal drain material 11
Connect with. As a result, the vertical drain material 2b, which is driven into the soft ground at a pitch of 1 to 2 m in the left-right and front-back directions, as in the region of the soft ground on the right side of FIG.
Connect them and extend them to the underdrain 13 to construct a drain drainage channel. Moisture in the soft ground rises from the vertical drain material 2b, is drained to the underdrain 13 through the horizontal drain material 11 and is compressed and settled so that the dredged soil C is put on the horizontal drain material 11 (Fig. 10 (c)). reference). The water of the soft ground B is drained through the vertical drain material 2b and the horizontal drain material 11 to cause consolidation settlement, and the ground strength of the soft ground B is improved.

【0009】図13は泥上施工で施工済みの領域に沿っ
て施工するときの状態を示す説明図である。ドレーン材
打込作業船Aは施工済み領域の境界から少し離れ位置に
配置し、台船1が施工済みのドレーン材と接触しないよ
うにドレーン材打込作業船Aを境界に沿ってウインチ装
置5で移動させる。レール3の左右の延長部に横行ベー
ス4を移動させ、垂直ドレーン材打込機2をこの境界領
域に移動させ垂直ドレーン材2bを境界領域に打ち込
み、施工済みの水平ドレーン材11と接続する。このよ
うにレール3の延長部を使うことで施工済みのドレーン
材を損傷させる事無く境界領域のドレーン材の打設敷設
の作業が出来る。又、台船1の前進が多少左右に位置ズ
レしてもまたは蛇行して前進しても、横行ベース4を横
行させて精確な打ち込み位置に垂直ドレーン材打込機2
を移動させることで、垂直ドレーン材2bの打ち込みは
正確に出来る。又水平ドレーン材11の領域間の接続も
容易に行える。
FIG. 13 is an explanatory view showing a state when the construction is carried out along the area already constructed by the construction on the mud. The drain material driving work vessel A is arranged at a position slightly away from the boundary of the constructed area, and the winch device 5 is installed along the boundary of the drain material driving work vessel A so that the barge 1 does not come into contact with the constructed drain material. Move with. The transverse base 4 is moved to the left and right extension parts of the rail 3, the vertical drain material driving machine 2 is moved to this boundary area, the vertical drain material 2b is driven into the boundary area, and the horizontal drain material 11 already installed is connected. By using the extension portion of the rail 3 in this way, the work of laying the drain material in the boundary area can be performed without damaging the drain material that has already been constructed. Further, even if the forward movement of the pontoon 1 shifts slightly to the left or right or meanders forward, the traverse base 4 is traversed and the vertical drain material driving machine 2 is moved to an accurate driving position.
By moving, the vertical drain material 2b can be accurately driven. Further, the connection between the regions of the horizontal drain member 11 can be easily performed.

【0010】本発明の他の形態として前記の実施例を図
14,15,16に示すように構造の変更・付加するこ
とができる。図14,15図は、一つの横行ベース26
の船尾から突き出した部分にポストタワー20を立設
し、これにガイド20aを前後方向に一対設け、同ガイ
ド20aに沿ってケーシングフレーム21,22をアタ
ッチメント21a,22aを介して上下動自在に取付け
ている。各ケーシングフレーム21,22内にペーパー
ドレーン材の垂直ドレーン材23,24が封入され、そ
の下端にはアンカー板が取付けられている。各ケーシン
グフレーム21,22は下部のケーシング圧入用駆動部
によって上下動され、独立して垂直ドレーン材23,2
4を打ち込めるようになっている。尚、図14の横行ベ
ース26の突出部には作業デッキが設けられている。こ
の図14,15のドレーン打込作業船では、垂直ドレー
ン材23,24を同時に2本打ち込むことができる。更
に図16の如く複数の横行ベース31,32を台船30
上に設け、横行ベース31,32を対称的に動かして、
左右の重量バランスをとりながら、左右で複数の垂直ド
レーン材を打ち込むことが安定して且つ作業効率よくド
レーン打設を行える。尚、本発明のドレーン材打込作業
船は泥状軟弱地盤ばかりでなく浅海の軟弱地盤の垂直ド
レーン材打込みにも使用できるものである。
As another form of the present invention, the structure of the above embodiment can be modified or added as shown in FIGS. 14 and 15 show one transverse base 26.
A post tower 20 is erected on a portion protruding from the stern of the ship, and a pair of guides 20a is provided on the post tower 20 in the front-rear direction. Casing frames 21 and 22 are attached along the guides 20a so as to be vertically movable via attachments 21a and 22a. ing. Vertical drain members 23 and 24, which are paper drain members, are enclosed in the casing frames 21 and 22, and anchor plates are attached to the lower ends thereof. Each of the casing frames 21 and 22 is vertically moved by the casing press-fitting drive unit in the lower portion, and is independently driven by the vertical drain members 23 and 2.
You can hit 4. A work deck is provided at the protruding portion of the transverse base 26 shown in FIG. In the drain driving work vessels of FIGS. 14 and 15, two vertical drain members 23 and 24 can be simultaneously driven. Further, as shown in FIG. 16, a plurality of traverse bases 31, 32 are attached to the ship 30.
Installed on top, move the transverse bases 31 and 32 symmetrically,
While balancing the left and right weights, it is possible to drive multiple vertical drain materials on the left and right in a stable and efficient manner. The drain material driving work vessel of the present invention can be used not only for muddy soft ground but also for vertical drain material driving on soft ground in shallow water.

【0011】[0011]

【発明の効果】以上の様に、本発明によれば、泥上・海
上から台船上の垂直ドレーン材打込機を横行させながら
垂直ドレーン材を打込み、しかも垂直ドレーン材の打ち
込み・切断・アンカー板取付の作業と、水平ドレーン材
の接続作業とを平行に行うことができるので、施工作業
が迅速・効率的に且つ正確で容易に行え、しかも水平ド
レーン材として帯状ドレーン材を使用するものでは、砂
を使用するものに比べて作業コストを大巾に低減でき
る。又作業デッキを有するので、垂直ドレーン材の切断
作業と水平ドレーン材との接続作業が安全に容易に行え
る。しかも作業デッキが上下動できるので、泥面・海面
に近づけての作業がより容易に且つ確実に行える。又、
レールを台船側面より左右方向に長く張出したもので
は、ドレーン材打込作業船の前進作業時に於ける左右の
ズレ、蛇行に対して垂直ドレーン材を精確な位置に打ち
込め、又施工済みの地との境界領域のドレーン材の打設
作業を精確に行える。
As described above, according to the present invention, the vertical drain material is driven from the surface of the mud or the sea while the vertical drain material driving machine on the ship is being traversed, and the vertical drain material is driven, cut, or anchored. Since the plate mounting work and the horizontal drain material connection work can be performed in parallel, the construction work can be performed quickly, efficiently, accurately, and easily, and in the case of using a belt-shaped drain material as the horizontal drain material. The work cost can be greatly reduced compared to the one using sand. Further, since the work deck is provided, the cutting work of the vertical drain material and the connecting work with the horizontal drain material can be safely and easily performed. Moreover, since the work deck can be moved up and down, work closer to the mud or sea surface can be performed more easily and reliably. or,
If the rails are extended from the side of the ship to the left and right, the vertical drain material can be driven into the accurate position against the left and right misalignment and meandering during the forward movement work of the drain material driving work ship, The drain material in the boundary area between and can be accurately placed.

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

【図1】実施例のドレーン材打込作業船を示す側面図で
ある。
FIG. 1 is a side view showing a drain material driving work boat of an embodiment.

【図2】実施例のドレーン材打込作業船を示す平面図で
ある。
FIG. 2 is a plan view showing a drain material driving work boat of the embodiment.

【図3】実施例の横行ベースの走行機構を示す説明図で
ある。
FIG. 3 is an explanatory view showing a traverse base traveling mechanism of the embodiment.

【図4】実施例の垂直ドレーン材のケーシングフレーム
の昇降装置を示す説明図である。
FIG. 4 is an explanatory view showing an elevating device for a casing frame of a vertical drain member according to the embodiment.

【図5】実施例の施工作業を示す説明図である。FIG. 5 is an explanatory view showing a construction work of the embodiment.

【図6】実施例のドレーン材打設施工の工程説明図であ
る。
FIG. 6 is a process explanatory diagram of the drain material placing construction of the embodiment.

【図7】実施例のドレーン材打設施工の工程説明図であ
る。
FIG. 7 is a process explanatory view of the drain material placing construction of the embodiment.

【図8】実施例の垂直ドレーン材打込作業と水平ドレー
ン材との接続作業を示す説明図である。
FIG. 8 is an explanatory diagram showing a vertical drain material driving operation and a horizontal drain material connecting operation of the embodiment.

【図9】実施例の作業デッキの昇降機構の説明図であ
る。
FIG. 9 is an explanatory diagram of a lifting mechanism for a work deck according to the embodiment.

【図10】実施例の軟弱地盤改良工法の全体工程を示す
説明図である。
FIG. 10 is an explanatory diagram showing the overall steps of the soft ground improvement method of the embodiment.

【図11】実施例のドレーン材打込工程を示す説明図で
ある。
FIG. 11 is an explanatory diagram showing a drain material driving step of the embodiment.

【図12】実施例のドレーン材打込工程を示す説明図で
ある。
FIG. 12 is an explanatory diagram showing a drain material driving step of the embodiment.

【図13】実施例の施工済み領域の境界領域のドレーン
材打設施工作業を示す説明図である。
FIG. 13 is an explanatory view showing a drain material placing construction work in a boundary region of the constructed region of the embodiment.

【図14】一つの横行ベースに2基のドレーン材打込装
置を装置した本発明の他の例を示す説明図である。
FIG. 14 is an explanatory view showing another example of the present invention in which two drain material driving devices are provided on one traverse base.

【図15】図14のX−X断面図である。15 is a sectional view taken along line XX of FIG.

【図16】横行ベースを2台対称的に動かす本発明の他
の例のドレーン材打込装置を示す説明図である。
FIG. 16 is an explanatory view showing a drain material driving device of another example of the present invention in which two transverse bases are symmetrically moved.

【符号の説明】[Explanation of symbols]

A ドレーン材打込作業船 B 軟弱地盤 C 浚渫土 1 台船 2 垂直ドレーン材打込機 2a リーダー 2b 垂直ドレーン材 2c 垂直ドレーン材巻取りドラム 2d ガイドケーシング 2e 推進ローラ 2f アンカー板 2g 作業デッキ 2h 駆動部 2i 運転室 3 レール 3a 延長部 4 横行ベース 4a 車輪 4b 車輪回動軸 4c 車輪駆動部 5 ウインチ装置 6 ワイヤ 7 滑車 8 アンカー 10 フロート台船 11 水平ドレーン材 11a 水平ドレーン材巻取りドラム 12 接続金具 13 暗渠 20 ポストタワー 20a ガイド 21,22 ケーシングフレーム 21a,22a アタッチメント 21b,22b ガイドローラー 23,24 垂直ドレーン材 25a,25b アタッチメント 26 横行ベース 27 台船 30a フロート台船 31,32 横行ベース 33,34 垂直ドレーン材打込機 35,36 作業デッキ 37,38 レール A Drain material driving work ship B Soft ground C dredged soil One ship 2 Vertical drain material driving machine 2a leader 2b Vertical drain material 2c Vertical drain material winding drum 2d guide casing 2e Propulsion roller 2f anchor plate 2g work deck 2h drive 2i cab 3 rails 3a extension 4 traverse base 4a wheels 4b Wheel rotation axis 4c wheel drive 5 winch device 6 wires 7 pulley 8 anchor 10 float barges 11 Horizontal drain material 11a Horizontal drain material winding drum 12 Connection bracket 13 Underdrain 20 post tower 20a guide 21,22 casing frame 21a, 22a attachment 21b, 22b guide roller 23, 24 Vertical drain material 25a, 25b attachment 26 Traverse base 27 barges 30a float barge 31,32 Traverse base 33,34 Vertical drain material driving machine 35,36 working deck 37,38 rail

───────────────────────────────────────────────────── フロントページの続き (73)特許権者 591039953 フドウ技研株式会社 東京都台東区台東1丁目2番1号 (72)発明者 谷本 能寛 大阪府枚方市東中振1−18 (72)発明者 前田 忠良 千葉県船橋市北本町2−40−1−806 (72)発明者 西島 功 福岡県福岡市博多区博多駅東3丁目13番 21号 太平商工株式会社内 (72)発明者 太田 和宏 大阪府八尾市跡部北の町1丁目4番25号 錦城護謨株式会社内 (56)参考文献 特開 平1−121410(JP,A) 特開 昭57−81520(JP,A) 特開 平7−82731(JP,A) 特公 昭45−7497(JP,B1) (58)調査した分野(Int.Cl.7,DB名) E02D 3/10 103 ─────────────────────────────────────────────────── ─── Continuation of the front page (73) Patent holder 591039953 Fudou Giken Co., Ltd. 1-2-1 Taito, Taito-ku, Tokyo (72) Inventor Norihiro Tanimoto 1-18 Higashichushin, Hirakata-shi, Osaka (72) Inventor Maeda Tadayoshi 2-40-1-806 Kitahonmachi, Funabashi, Chiba Prefecture (72) Inventor Isao Nishijima 3-13-21 Higashi, Hakata Station, Hakata-ku, Fukuoka City, Fukuoka Prefecture Taihei Shoko Co., Ltd. (72) Kazuhiro Ota Osaka Prefecture 1-4-2-4, Kitano-cho, Atobe, Yao-shi, Nishiki Castle Co., Ltd. (56) Reference JP-A-1-121410 (JP, A) JP-A-57-81520 (JP, A) JP-A-7-82731 (JP, A) JP-B-45-7497 (JP, B1) (58) Fields investigated (Int.Cl. 7 , DB name) E02D 3/10 103

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 垂直ドレーン材を打込む垂直ドレーン材
打込機を大型の台船上に置き、同台船を係留するアンカ
ーを台船外遠方に配し、同アンカーの係留ワイヤをウイ
ンチ装置を用いて操作して移動させるドレーン材打込作
業船であって、台船上にレールを敷設し、同レール上を
移動する横行ベースを設け、同横行ベースに垂直ドレー
ン材打込機を装置し、しかも垂直ドレーン材打込機のド
レーン材の打込み位置が台船の船体外側となるように垂
直ドレーン材打込機を横行ベースに配置し、垂直ドレー
ン材打込機が、垂直な長尺のポストと、同ポストに沿っ
て上下動自在で且つ内部に垂直ドレーン材を挿通する管
状ガイドケーシングと、同ガイドケーシングを上下動さ
せる駆動部と、ドラムに巻き込んだ垂直ドレーン材及び
水平ドレーン材と、船尾から泥面又は海面上に張り出す
ように上下動自在に設けた作業デッキと、作業デッキに
設けた水平ドレーン材との接続装置とから構成された
とを特徴とするドレーン材打込作業船。
1. A vertical drain material driving machine for driving a vertical drain material is placed on a large ship, and an anchor for mooring the ship is arranged far away from the ship, and a mooring wire for the anchor is attached to a winch device. A drain material driving work vessel that is operated and moved by using a rail, laying a rail on the ship, providing a traverse base that moves on the rail, and installing a vertical drain material driving machine on the traverse base. Moreover, the vertical drain material driving machine is placed on the traverse base so that the position of the drain material driving of the vertical drain material driving machine is on the outside of the hull of the ship, and the vertical drain material driving machine is installed.
The material driving machine has a long vertical post and
A tube that is vertically movable and has a vertical drain material inserted inside.
Vertical guide casing and the guide casing
Drive unit and vertical drain material wound on the drum and
Horizontal drain material and overhang on the mud or sea surface from the stern
The work deck that can be moved up and down like
A drain material driving work vessel, comprising: a connection device for connecting to a horizontal drain material provided .
【請求項2】 レールを台船の船体側面から左右方向へ
突き出すように延長し、垂直ドレーン材打込機の垂直ド
レーン材の打込みが台船の船体側面から離れた位置でも
行えるようした請求項1記載のドレーン材打込作業船。
2. The rail is extended so as to protrude from the side surface of the hull of the barge in the left-right direction, and the vertical drain material of the vertical drain material driving machine can be driven even at a position away from the side surface of the hull of the barge. Drain material driving work vessel described in 1.
【請求項3】 台船上のレールを巾広く設け、又横行ベ
ースの垂直ドレーン材打込機設置側の反対側に近い位置
に台船及び横行ベースの操作運転と垂直ドレーン材打込
機の操作を行う運転室及び重量あるその付属装置を設け
て全体重心が台船中心方向に近ずけるようにした請求項
1又は2何れか記載のドレーン材打込作業船。
3. A rail on the pontoon is provided with a wide width, and a transverse board is provided.
Position close to the opposite side of the vertical drain material driver installation side
Operation of barge and traverse base and vertical drain material injection
A cab for operating the machine and its heavy accessories are installed.
The drain material driving work ship according to claim 1 or 2, wherein the overall center of gravity is made to approach the center of the ship.
【請求項4】 レール上に複数の横行ベースを設け、各
横行ベースに垂直ドレーン材打込機を設けた請求項1〜
いずれか記載のドレーン材打込作業船。
4. A plurality of transverse bases are provided on the rail,
A vertical drain material driving machine is provided on the traverse base.
Drain material driving work vessel according to any one of 3 above.
【請求項5】 一つの横行ベースに複数の垂直ドレーン
材を同時に打込める垂直ドレーン材打込機を設置した請
求項1〜4いずれか記載のドレーン材打込作業船。
5. A plurality of vertical drains on one transverse base
A contractor equipped with a vertical drain material driving machine that can simultaneously drive materials
The drain material driving work vessel according to any one of claims 1 to 4 .
【請求項6】 レール上に偶数の横行ベースを設け、各
横行ベースに垂直ドレーン材打込機を装置し、横行ベー
スを台船上で左右対称的に動かして左右の重量バランス
をとるようにした請求項1〜5いずれか記載のドレーン
材打込作業船。
6. An even number of transverse bases are provided on the rail, and
Install a vertical drain material driving machine on the traverse base, and
Left and right weight balance by moving the boat symmetrically on the barge
The drain material driving work vessel according to any one of claims 1 to 5, wherein:
【請求項7】 台船が、トラック運搬可能な小型のフロ
ート台船を複数基列べて分解連結自在に連結して横長の
大型のものに組み立てられる請求項1〜6何れか記載の
ドレーン材打込作業船。
7. A small flotible truck that can be carried by a barge.
A number of base boats can be disassembled and connected in a row so that
The drain material driving work ship according to any one of claims 1 to 6, which is assembled into a large ship.
JP23499198A 1998-08-05 1998-08-05 Drain material driving work boat Expired - Lifetime JP3363386B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23499198A JP3363386B2 (en) 1998-08-05 1998-08-05 Drain material driving work boat

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23499198A JP3363386B2 (en) 1998-08-05 1998-08-05 Drain material driving work boat

Publications (2)

Publication Number Publication Date
JP2000054360A JP2000054360A (en) 2000-02-22
JP3363386B2 true JP3363386B2 (en) 2003-01-08

Family

ID=16979446

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23499198A Expired - Lifetime JP3363386B2 (en) 1998-08-05 1998-08-05 Drain material driving work boat

Country Status (1)

Country Link
JP (1) JP3363386B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114379722A (en) * 2021-12-16 2022-04-22 中铁第五勘察设计院集团有限公司 Pontoon, pontoon system for erecting trestle bridge and construction method thereof

Also Published As

Publication number Publication date
JP2000054360A (en) 2000-02-22

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