JPH0813466A - Installation device for horizontal drain material in water bottom and installation method - Google Patents

Installation device for horizontal drain material in water bottom and installation method

Info

Publication number
JPH0813466A
JPH0813466A JP17028894A JP17028894A JPH0813466A JP H0813466 A JPH0813466 A JP H0813466A JP 17028894 A JP17028894 A JP 17028894A JP 17028894 A JP17028894 A JP 17028894A JP H0813466 A JPH0813466 A JP H0813466A
Authority
JP
Japan
Prior art keywords
laying
locking
water
horizontal drain
holding device
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
JP17028894A
Other languages
Japanese (ja)
Inventor
Shinichi Ikehata
伸一 池畑
Kunio Sawazaki
邦夫 澤崎
Fuminori Hashizume
文伯 橋詰
Yasuo Yamamoto
康雄 山本
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.)
Daito Kogyo Co Ltd
Original Assignee
Daito Kogyo 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 Daito Kogyo Co Ltd filed Critical Daito Kogyo Co Ltd
Priority to JP17028894A priority Critical patent/JPH0813466A/en
Publication of JPH0813466A publication Critical patent/JPH0813466A/en
Pending legal-status Critical Current

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

Abstract

PURPOSE:To perfectly eliminate influences of various disturbance factors until a horizontal material reaches the water bottom and reduce equipment on a boat. CONSTITUTION:The front end of laid members 9 dram out of a holding device 10 is held by a grip device 16 and a second lift frame 14 is lowered synchronously with the descent of a first lift frame 7. In this way, the holding device 10, fixing device 12, and grip device 16 provided at respective lower ends of the first and second lift frames 7, 14 approach the water bottom face 4 and the laid members 9 horizontally arranged on the water bottom face 4 are fixed by the fixing device 12 by use of a fixing member vertically positioned. The holding device is horizontally transferred by a traveling support frame 6 through the first lift frame 7 to draw the laid member 9 from the holding device 10 and horizontally arrange them on the water bottom face 4. Horizontal drain members 8 are laid on the water bottom face 4 while the laid members 9 are fixed and at the same time, they are drawn out of the holding device 10.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、例えば埋立て工事の際
に水底の地盤から水分を除去するために、プラスチック
ボードやサンドパイル等の鉛直排水部材を用いる地盤改
良工事において、前記水底の地盤上に水平ドレーン材
(水平排水部材)を敷設するための敷設装置及び敷設工
法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground improvement work using a vertical drainage member such as a plastic board or a sand pile in order to remove water from the ground at the bottom of water at the time of land reclamation work. The present invention relates to a laying device and a laying method for laying a horizontal drain material (horizontal drainage member) on the top.

【0002】[0002]

【従来の技術】従来の水底の地盤改良工事としては、例
えば図24に示すように、水を多量に含む軟弱地盤30
上に1〜1.5m程度の高さで良質の、即ち目が荒く透
水性に優れている砂を敷きならしたサンドマット17を
形成し、その後サンドマット17を貫いてプラスチック
ボードやサンドパイル等の鉛直ドレーン材(鉛直排水部
材)42を鉛直方向に軟弱地盤30中に打ち込んで埋設
している。
2. Description of the Related Art As a conventional ground improvement work for a water bottom, for example, as shown in FIG. 24, a soft ground 30 containing a large amount of water is used.
Form a sand mat 17 laid on the top with a height of about 1 to 1.5 m, that is, with good quality, that is, having rough eyes and excellent water permeability, and then penetrate the sand mat 17 to make a plastic board, sand pile, etc. The vertical drain material (vertical drainage member) 42 is driven vertically and embedded in the soft ground 30.

【0003】このようなサンドマット17の上に盛土4
4等を積上げてサンドマット17上に大きな荷重がかか
ると、軟弱地盤30中に含まれている水は図中矢印で示
すように、鉛直ドレーン材42に形成された隙間を通っ
て鉛直方向に上昇し、サンドマット17に到達すると今
度はそのサンドマット17の荒い目の隙間を通って水平
方向に移動して、サンドマット17の側端面から周囲の
水中に排水されるようになっている。
Embankment 4 is placed on such a sand mat 17.
When 4 etc. are piled up and a large load is applied on the sand mat 17, the water contained in the soft ground 30 passes through the gap formed in the vertical drain member 42 in the vertical direction as shown by the arrow in the figure. When the sand mat 17 rises and reaches the sand mat 17, it moves horizontally through the rough openings of the sand mat 17 and is drained from the side end surface of the sand mat 17 into the surrounding water.

【0004】しかしながら、上記サンドマット17に使
用される良質の砂は、近年自然破壊の防止や環境問題等
の見地から入手が困難となってきている。
However, the high quality sand used for the sand mat 17 has become difficult to obtain in recent years from the standpoints of prevention of natural destruction and environmental problems.

【0005】このような問題点を解決するためには、た
とえば、特開平5−171631号公報に掲載された
「水平ドレーン材の敷設方法及びその敷設作業船」が提
案されている。
In order to solve such a problem, for example, "a method for laying a horizontal drain material and a work boat for laying the horizontal drain material" has been proposed in Japanese Patent Laid-Open No. 5-171631.

【0006】前記公報に掲載された「水平ドレーン材の
敷設方法及びその敷設作業船」にあっては、船体とは独
立して下方に向けて設置されると共に上下動調整可能な
案内フレームの下端部を水底の直近位置に臨ませ、該案
内フレームに沿って帯状をなす水平ドレーン材を連続的
に供給し、船体の進行とともに水底に水平ドレーン材を
敷設することを特徴とするものである。
[0006] In the "Laying method of horizontal drain material and its laying work boat" disclosed in the above publication, the lower end of a guide frame which is installed downward independently of the hull and whose vertical movement can be adjusted. It is characterized in that the section faces the position closest to the bottom of the water, the strip-shaped horizontal drain material is continuously supplied along the guide frame, and the horizontal drain material is laid on the bottom of the water as the hull advances.

【0007】そしてこの従来例は、工場生産されるプラ
スチック等の板状ドレーンを前記従来例のサンドマット
17の代替品として用いることにより、地盤改良工事に
おいて良質の砂が入手し難い現状の問題点を解決しよう
とすると共に、船体に上下動可能に設けた案内フレーム
内に水平ドレーン材を通して供給することにより、作業
船の進行と共に水平ドレーン材が船上から繰り出されて
水底に着底する迄の間に水の抵抗や船の進行等の種々の
撹乱要因を受けても、水平ドレーン材が振れたり、流さ
れたり、或は破断することを防止して、所望通り水平ド
レーン材を水底に敷設できるような「水平ドレーン材の
敷設方法及びその敷設作業船」を提供することを目的と
することが記載されている。
This conventional example uses a plate-shaped drain made of plastic or the like as a substitute for the sand mat 17 of the conventional example, which makes it difficult to obtain high quality sand in ground improvement work. In order to solve the above problem, the horizontal drain material is fed through the guide frame that is vertically movable on the hull until the horizontal drain material is fed out from the ship and reaches the bottom of the water as the work ship progresses. The horizontal drain material can be laid on the bottom of the water as desired, by preventing the horizontal drain material from shaking, flowing, or breaking even when subjected to various disturbing factors such as water resistance and ship progress. It is described that the purpose is to provide such "a method for laying a horizontal drain material and a work boat for laying the same".

【0008】[0008]

【発明が解決しようとする課題】しかしながら、上記従
来の「水平ドレーン材の敷設方法及びその敷設作業船」
にあっては、帯状の水平ドレーン材がロール巻きにされ
て船上の水平ドレーン材供給装置に保持されており、敷
設時にその船上の水平ドレーン材供給装置から引き出さ
れて案内フレームに沿って水底に送られる。このように
送られる水平ドレーン材は船上から水底に送られる迄の
間に水中で垂直方向に伸びる垂直状態となって送られる
ため、水平ドレーン材は本質的には相変わらず水の抵抗
等の撹乱要因を受けることは避けられない。
However, the above-mentioned conventional "method for laying horizontal drain material and work boat for laying the same" has been proposed.
In that case, the strip-shaped horizontal drain material is rolled and held by the horizontal drain material supply device on the ship, and is pulled out from the horizontal drain material supply device on the ship at the time of laying to the water bottom along the guide frame. Sent. Since the horizontal drain material sent in this way is sent in a vertical state in which it extends vertically in water until it is sent from the ship to the bottom of the water, the horizontal drain material remains essentially the same as the disturbance factors such as water resistance. It is unavoidable to receive it.

【0009】垂直状態となった水平ドレーン材はその垂
直状態となっている面積分の水圧を受けることは変わり
なく、川のように水の流れがある場合や、海でも激しい
潮の流れがある場合はやはり水平ドレーン材は大きく振
れて、案内フレームの下端部の前後に壁板があるので水
平ドレーン材の下端部は拘束されるとしても、そのため
に水平ドレーン材は大きく弓なりに張った状態となり、
円滑に水平ドレーン材を下降させることができなくなる
おそれがある。ワイヤーロープを沿わせるとしてもこの
点の根本的な解決にはならないと共に、その水等の流れ
の方向によっては水平ドレーン材をワイヤーロープで支
持することができず、その流れの強さが大きい場合は水
平ドレーン材が途中で破断するおそれがある。
The horizontal drain material in the vertical state is still subjected to the water pressure corresponding to the area in the vertical state, and there is a flow of water like a river or a violent tide in the sea. In this case, the horizontal drain material also swings greatly, and the wall plates are located in front of and behind the lower end of the guide frame, so even if the lower end of the horizontal drain material is restrained, the horizontal drain material will be greatly bowed. ,
The horizontal drain material may not be able to be lowered smoothly. Even if a wire rope is run along, this is not a fundamental solution, and if the horizontal drain material cannot be supported by the wire rope depending on the direction of the flow of water, etc., and the strength of the flow is large. May cause the horizontal drain material to break in the middle.

【0010】また、上記垂直状態となった水平ドレーン
材の面積分の水圧は船の進行の妨げとなり、水平ドレー
ン材の垂直分の長さやその幅が大きくなればなる程水圧
の抵抗が大きくなって、敷設作業には船のより大きな推
進力が必要となり余計なエネルギーを消費することにな
る。
Further, the water pressure corresponding to the area of the horizontal drain material in the vertical state hinders the progress of the ship, and the hydraulic pressure resistance increases as the vertical length and width of the horizontal drain material increase. Therefore, the laying work requires a larger propulsion force of the ship and consumes extra energy.

【0011】また水平ドレーン材を固定する固定部材と
して砂の詰まった砂袋を用いているため、この砂袋を大
量に積み込まなければならず、その積み込むための場所
を取ったり、砂袋を運んで水平ドレーン材に取付けるた
めのベルトコンベアを置いたりするため、船上の場所を
とる。
Further, since a sand bag filled with sand is used as a fixing member for fixing the horizontal drain member, a large amount of this sand bag must be loaded, and a place for loading the sand bag or carrying the sand bag is required. Take a place on board to place a belt conveyor for attaching to the horizontal drain at.

【0012】さらに、水平ドレーン材の片面側にワイヤ
ロープを添わせるためそのワイヤロープをロール巻きし
たウインチを置く場所を取ったりして、船上の設備が増
えて船上が乱雑となるという問題がある。
Further, since the wire rope is attached to one side of the horizontal drain member, a winch formed by winding the wire rope is set at a place for placing the wire rope, and there is a problem that the equipment on board increases and the ship becomes messy. .

【0013】そこで本発明は、良質の砂が入手し難い現
状の問題点を解決する他に、水平ドレーン材が水底に着
く迄の間の種々の撹乱要因の影響を完全に防止すると共
に、船上の設備を少なくした、水底における水平ドレー
ン材の敷設装置及び敷設工法を提供することを課題とす
るものである。
[0013] Therefore, the present invention solves the present problem that it is difficult to obtain high quality sand, completely prevents the influence of various disturbance factors until the horizontal drain material reaches the bottom of the water, and at the same time, onboard the ship. It is an object of the present invention to provide a laying apparatus and a laying method for a horizontal drain material on a water floor with less equipment.

【0014】[0014]

【課題を解決するための手段】上記課題を解決するため
に、本発明による水底における水平ドレーン材の敷設装
置及び敷設工法は、次のような構成としたものである。
In order to solve the above-mentioned problems, the apparatus and method for laying a horizontal drain material on the water bottom according to the present invention have the following constitution.

【0015】(1)船体の長さ方向に往復走行可能に設
けられた走行支持フレームと、前記走行支持フレームに
昇降可能に支持され上下方向に長さを有する第1昇降フ
レームと、前記第1昇降フレームの下端部に設けられ水
平ドレーン材を有する敷設部材が保持される保持装置
と、前記走行支持フレームの走行長さの一端側に配置さ
れ船体に昇降可能に設けられ上下方向に長さを有する第
2昇降フレームと、前記第2昇降フレームの下端部に設
けられ前記保持装置から引き出される前記敷設部材の先
端部を把持するグリップ装置と、前記第1昇降フレーム
の下端部に設けられ前記保持装置の前記グリップ装置側
の隣接部に配置されて水底面上に水平に引き出された前
記敷設部材を鉛直方向に貫く係止部材を用いて後でめく
れないように敷設部材を水底面上に係止する係止装置と
を備えた水平ドレーン材の敷設装置。
(1) A traveling support frame provided so as to be able to reciprocate in the lengthwise direction of the hull, a first elevating frame which is supported by the traveling support frame so as to be vertically movable, and has a length in the up-down direction, and the first A holding device which is provided at the lower end of the elevating frame and holds a laying member having a horizontal drain member, and a holding device which is arranged at one end side of the traveling length of the traveling support frame and is vertically movable on the hull and has a vertical length. A second elevating frame having the same, a grip device provided at a lower end of the second elevating frame for grasping a tip end of the laying member drawn out from the holding device, and a holding device provided at a lower end of the first elevating frame. The laying portion is provided at a portion adjacent to the grip device side of the device and uses a locking member that vertically penetrates the laying member that is pulled out horizontally on the water bottom surface so as not to turn over later. The laying device of the horizontal drain member and a locking device for locking onto the water bottom.

【0016】(2)保持装置から水平方向に引き出され
る水平ドレーン材を有する敷設部材の先端部をグリップ
装置が把持し、走行支持フレームから第1昇降フレーム
が下降するのと同期して船体から第2昇降フレームが下
降し、これにより前記第1昇降フレームおよび第2昇降
フレームの各々の下端部に設けられた前記保持装置、係
止装置、および前記グリップ装置が水底面上に近接し、
前記水底面上に水平に配置された敷設部材を鉛直方向に
貫く係止部材を用いて前記係止装置が敷設部材を水底面
上に係止し、前記保持装置が前記第1昇降フレームを介
して前記走行支持フレームにより水平方向に移動して前
記グリップ装置から遠ざかりながら前記保持装置から敷
設部材を水平方向に引き出して水底面上に水平に配置
し、前記敷設部材の係止と前記保持装置からの敷設部材
の引き出しを並行して行いながら水平ドレーン材を水底
面上に敷設していく水平ドレーン材の敷設工法。
(2) The grip device grips the tip of the laying member having the horizontal drain member that is drawn out horizontally from the holding device, and the first lifting frame descends from the traveling support frame in synchronism with the first hull frame. 2 The elevating frame descends, whereby the holding device, the locking device, and the grip device provided at the lower end portions of the first elevating frame and the second elevating frame come close to each other on the water bottom surface,
The locking device locks the laying member on the water bottom surface by using a locking member that vertically penetrates the laying member horizontally arranged on the water bottom surface, and the holding device interposes the first elevating frame. And horizontally moving by the traveling support frame and moving away from the grip device, the laying member is pulled out from the holding device in the horizontal direction and placed horizontally on the bottom of the water, and the laying member is locked from the holding device. The method of laying the horizontal drain material is to lay the horizontal drain material on the water bottom while pulling out the laying members in parallel.

【0017】(3)保持装置から水平方向に引き出され
る水平ドレーン材を有する敷設部材の先端部をグリップ
装置が把持し、走行支持フレームから第1昇降フレーム
が下降するのと同期して船体から第2昇降フレームが下
降し、これにより前記第1昇降フレームおよび第2昇降
フレームの各々の下端部に設けられた前記保持装置、係
止装置、および前記グリップ装置が水底面上に近接し、
前記水底面上に水平に配置された敷設部材を鉛直方向に
貫く係止部材を用いて前記係止装置が敷設部材を水底面
上に係止し、前記グリップ装置が前記敷設部材の先端部
を解放して前記第2昇降フレームと共に船体側に上昇
し、前記敷設部材を保持する保持装置から敷設部材を引
き出す方向に船体が進行し、前記係止装置が前記敷設部
材を水底面上に係止し、前記船体の進行と前記敷設部材
の係止を並行して行いながら水平ドレーン材を水底面上
に敷設していく水平ドレーン材の敷設工法。
(3) The grip device grips the tip of the laying member having the horizontal drain member that is pulled out in the horizontal direction from the holding device, and the first lifting frame descends from the traveling support frame in synchronism with the first hull frame. 2 The elevating frame descends, whereby the holding device, the locking device, and the grip device provided at the lower end portions of the first elevating frame and the second elevating frame come close to each other on the water bottom surface,
The locking device locks the laying member on the water bottom surface by using a locking member that vertically penetrates the laying member horizontally arranged on the water bottom surface, and the grip device fixes the tip end portion of the laying member. The hull is released and raised to the hull side together with the second elevating frame, the hull advances in the direction in which the laying member is pulled out from the holding device that holds the laying member, and the locking device locks the laying member on the bottom surface of the water. Then, a method for laying a horizontal drain material in which the horizontal drain material is laid on the bottom of the water while advancing the hull and locking the laying member in parallel.

【0018】(4)上記構成(1)における敷設部材
が、前記水平ドレーン材をこれよりも幅の広い地盤補強
部材と共に重ねて構成する水平ドレーン材の敷設装置。
(4) A laying device for a horizontal drain material, wherein the laying member in the above configuration (1) is constructed by stacking the horizontal drain material together with a ground reinforcing member having a width wider than the horizontal drain material.

【0019】(5)上記構成(1)における係止装置
が、前記敷設部材に前記係止部材が通る穴を開ける穴開
け装置と、前記係止部材を保持して前記水底面下の土中
に埋め込む埋込み装置と、前記敷設部材がめくれないよ
うに前記係止部材の上端部に係止具を取付ける係止具取
付け装置とを有する水平ドレーン材の敷設装置。
(5) The locking device in the above configuration (1) comprises a hole drilling device for drilling a hole through which the locking member passes through the laying member, and a soil holding the locking member for holding the locking member in the soil. An apparatus for laying horizontal drain material, comprising: an embedding device to be embedded in the base material;

【0020】(6)上記構成(1)において、水平ドレ
ーン材が長い略板状の芯体とこれを包囲する筒状の部材
から構成され、これを敷設する際に前記筒状の部材の内
部から空気を抜く空気抜き装置を設けた水平ドレーン材
の敷設装置。
(6) In the above configuration (1), the horizontal drain member is composed of a long plate-shaped core body and a tubular member surrounding the core body, and when the horizontal drain material is laid, the inside of the tubular member is arranged. A device for laying horizontal drain material that is equipped with an air bleeder that bleeds air from the equipment.

【0021】[0021]

【作用】上記構成(1),(2)の水底における水平ド
レーン材の敷設装置及び敷設工法によれば、まず水平ド
レーン材を有する敷設部材が保持される保持装置から引
き出される敷設部材の先端部をグリップ装置が把持す
る。それから、船体の長さ方向に走行可能に設けられた
走行支持フレームに昇降可能に支持され、上下方向に長
さを有する第1昇降フレームと、船体に昇降可能に設け
られ、上下方向に長さを有する第2昇降フレームとを同
期して下降させる。これにより第1昇降フレーム及び第
2昇降フレームの各々の下端部に設けられた上記保持装
置、水底面に敷設部材を係止する係止装置、及びグリッ
プ装置が共に下降して水底面上に近接する。
According to the laying device and the laying method of the horizontal drain material on the water bottom having the above-mentioned configurations (1) and (2), first, the tip portion of the laying member pulled out from the holding device for holding the laying member having the horizontal drain material. Is gripped by the grip device. Then, a first elevating frame having a length in the up-down direction is supported by a traveling support frame provided so as to be capable of traveling in the length direction of the hull, and a first elevating frame having a length in the up-down direction, and is provided so as to be able to move up and down in the hull, And the second elevating frame having the same are lowered synchronously. As a result, the holding device provided at the lower end of each of the first elevating frame and the second elevating frame, the locking device that locks the laying member on the water bottom, and the grip device are lowered together to approach the water bottom. To do.

【0022】それから、前記保持装置が前記第1昇降フ
レームを介して前記走行支持フレームと共にグリップ装
置から遠ざかるよう水平方向に移動し、この移動により
保持装置から敷設部材を引き出してそれを水底面上に水
平に配置する。
Then, the holding device moves horizontally along with the traveling support frame via the first elevating frame so as to move away from the grip device, and by this movement, the laying member is pulled out from the holding device and it is placed on the bottom surface of the water. Place it horizontally.

【0023】次に前記保持装置の前記グリップ装置側に
配置された係止装置が、上記水平に配置された敷設部材
を鉛直方向に貫く係止部材を用いて後でめくれないよう
に敷設部材を水底面上に係止する。
Next, the locking device arranged on the side of the grip device of the holding device uses the locking member that vertically penetrates the horizontally arranged laying member to prevent the laying member from being turned over later. Lock on the bottom of the water.

【0024】このようにして、前記保持装置が移動して
敷設部材を引き出す動作と係止装置が敷設部材を水底面
へ係止する動作を並行して行うことにより、水平ドレー
ン材を水底面上に敷設していくことができる。
In this manner, the holding device moves to pull out the laying member and the locking device locks the laying member to the bottom of the water in parallel, whereby the horizontal drain member is placed on the bottom of the water. Can be laid in.

【0025】そして、第1昇降フレームの下端部に敷設
部材が保持される保持装置が設けられ、敷設時には第1
昇降フレームが下降して保持装置が水底面上に近接し、
この水底面上に近接した位置から保持装置が敷設部材を
水底面上に供給することができるため、前記従来例のよ
うに敷設部材を船上から水底面上に供給するときのよう
に敷設部材が水中で垂直になる状態は起こり得ない。こ
のため、前記「発明が解決しようとする課題」の欄で詳
述したような、水平ドレーン材が船上から出て水底に着
く迄の間に種々の撹乱要因の影響を受けることを完全に
防止することができる。
A holding device for holding the laying member is provided at the lower end portion of the first elevating frame, and when the laying is performed, the holding device is provided.
The lifting frame descends and the holding device approaches the bottom of the water,
Since the holding device can supply the laying member to the water bottom from a position close to the water bottom, the laying member can be supplied as in the case of supplying the laying member from the ship to the water bottom as in the conventional example. Verticalization in water cannot occur. Therefore, as described in detail in the above-mentioned "Problems to be solved by the invention", it is possible to completely prevent the horizontal drain material from being affected by various disturbance factors before it comes out of the ship and reaches the bottom of the water. can do.

【0026】また上記構成(1),(3)の水平ドレー
ン材の敷設装置及び敷設工法によれば、前記保持装置、
係止装置、及びグリップ装置が共に下降して水底面上に
近接した後、保持装置から引き出される敷設部材の先端
部をグリップ装置が把持した状態で、係止装置が敷設部
材を水底面上に係止した後、グリップ装置が敷設部材の
先端部を解放して第2昇降フレームにより船体側に上昇
し、上記(2)の敷設工法のように保持装置が移動する
代わりに、船体が進行して保持装置から敷設部材を水平
方向に引き出し、それから係止装置が敷設部材を水底面
上に係止する。
Further, according to the laying device and the laying method of the horizontal drain material having the above constitutions (1) and (3), the holding device,
After the locking device and the grip device both descend and come close to the bottom surface of the water, the locking device holds the laying member on the bottom surface of the water, with the grip device gripping the tip of the laying member that is pulled out from the holding device. After locking, the grip device releases the tip of the laying member and rises to the hull side by the second elevating frame, and instead of the holding device moving as in the laying method of (2) above, the hull advances. Pull the laying member horizontally from the holding device and then the locking device locks the laying member on the bottom of the water.

【0027】このようにして、前記船体が進行して敷設
部材を引き出す動作と係止装置が敷設部材を水底面上へ
係止する動作を並行して行うことにより、水平ドレーン
材を水底面上に敷設していくことができる。
In this way, the horizontal drain member is placed on the bottom surface of the water by moving the hull forward and pulling out the laying member in parallel with the operation of the locking device to lock the laying member on the bottom of the water. Can be laid in.

【0028】また上記構成(1),(4)の水平ドレー
ン材の敷設装置によれば、敷設部材を地盤補強部材と共
に重ねて形成した敷設部材を水底面上に敷設するように
したため、水底の軟弱な地盤の表面に地盤補強部材を敷
くことにより該表面の強度や平面度を向上させるため、
敷設部材が上記地盤に沈み込んだり該地盤との間に大き
な隙間が生じることを防止して、予め上記地盤に埋め込
んである鉛直ドレーン材から送られる水分を水平ドレー
ン材が確実に受け取って所定の場所迄運んで排水するこ
とができる。
Further, according to the laying device for the horizontal drain material having the above-mentioned constitutions (1) and (4), the laying member formed by stacking the laying member together with the ground reinforcing member is laid on the bottom of the water. In order to improve the strength and flatness of the surface by laying a ground reinforcing member on the surface of the soft ground,
Preventing the laying member from sinking into the ground or creating a large gap with the ground, the horizontal drain material reliably receives the moisture sent from the vertical drain material embedded in the ground in advance to obtain a predetermined amount. Can be transported to a location and drained.

【0029】また上記構成(1),(5)の水平ドレー
ン材の敷設装置によれば、前記係止装置は穴開け装置、
埋込み装置、及び係止具取付け装置を有し、まず穴開け
装置が前記敷設部材に前記係止部材が通る穴を開け、次
に埋込み装置が前記係止部材を保持してその穴を通って
水底面下の土中に埋め込み、最後に係止具取付け装置が
前記敷設部材から上に臨いた前記係止部材の上端部に係
止具を取付けることにより、係止部材による敷設部材の
係止動作を行う。
Further, according to the horizontal drain material laying apparatus having the above constitutions (1) and (5), the locking device is a hole punching device,
An embedding device and a locking device mounting device, wherein the boring device first makes a hole in the laying member through which the locking member passes, and then the embedding device holds the locking member and passes through the hole. Locking the laying member by the locking member by embedding it in the soil under the bottom of the water and finally attaching the locking tool to the upper end portion of the locking member facing upward from the laying member by the locking tool attaching device. Take action.

【0030】さらに上記構成(1),(6)の水底にお
ける水平ドレーン材の敷設装置によれば、水平ドレーン
材を敷設する際にその筒状内部の空気を空気抜き装置が
抜くため、水平ドレーン材の筒状内部にスムーズに水が
侵入できて水平ドレーン材の機能を円滑に発揮させるこ
とができる。
Further, according to the apparatus for laying a horizontal drain material at the water bottom having the above-mentioned constitutions (1) and (6), the air bleeding device bleeds air in the tubular inside when laying the horizontal drain material, so that the horizontal drain material Water can smoothly enter the inside of the cylinder and the function of the horizontal drain member can be smoothly exhibited.

【0031】[0031]

【実施例】以下、本発明の実施例について図面に基づい
て説明する。図1ないし図10は、本発明による水底に
おける水平ドレーン材の敷設装置及び敷設工法の第1実
施例を示す図である。
Embodiments of the present invention will be described below with reference to the drawings. 1 to 10 are views showing a first embodiment of a laying apparatus and a laying method for a horizontal drain material on a water bottom according to the present invention.

【0032】図1は、本発明による水底における水平ド
レーン材の敷設装置としての専用船を示す図である。同
図中符号1はその専用船の船体であり、この船体1は図
示しないアンカーの鎖に連結されたワイヤー2により、
敷設する水底面4の真上で定位置を維持するようにアン
カー止めされている。
FIG. 1 is a diagram showing a dedicated ship as a device for laying a horizontal drain material on a water bottom according to the present invention. In the figure, reference numeral 1 is the hull of the special ship, and the hull 1 is a wire 2 connected to a chain of anchors (not shown).
It is anchored so as to maintain a fixed position just above the water bottom surface 4 to be laid.

【0033】船体1には、その長さ方向(図中左右方
向)に走るレール5に沿って往復走行可能に走行支持フ
レーム6が設けられている。走行支持フレーム6には、
上下方向に長さを有する第1昇降フレーム7が昇降可能
に支持されている。第1昇降フレーム7の下端部には共
に昇降する保持装置10が設けられており、この保持装
置10には水平ドレーン材を有する敷設部材9がロール
巻きされて保持されている。
The hull 1 is provided with a traveling support frame 6 which is capable of reciprocating along a rail 5 which runs in the lengthwise direction (horizontal direction in the drawing). On the traveling support frame 6,
A first elevating frame 7 having a length in the up-down direction is supported so as to be able to move up and down. A holding device 10 that moves up and down together is provided at the lower end of the first elevating frame 7, and a laying member 9 having a horizontal drain member is rolled and held by the holding device 10.

【0034】レール5の一端側(図1中右側)の船体1
の位置には、上下方向に長さを有する第2昇降フレーム
14が船体1に昇降可能に設けられている。第2昇降フ
レーム14の下端部には共に昇降するグリップ装置16
が設けられており、このグリップ装置16は保持装置1
0から引き出される敷設部材9の先端部を把持するよう
になっている。
The hull 1 on one end side (right side in FIG. 1) of the rail 5
At the position of, a second elevating frame 14 having a length in the up-down direction is provided to be able to ascend and descend on the hull 1. A grip device 16 that moves up and down together with the lower end of the second elevating frame 14
The grip device 16 is provided with a holding device 1.
The tip of the laying member 9 pulled out from 0 is gripped.

【0035】第1昇降フレーム7の下端部に設けられ、
保持装置10のグリップ装置16側の隣接部には係止装
置12が配置されている。この係止装置12は、水底面
4上に水平に引き出された敷設部材9がめくれないよう
に水底面4に敷設部材9を係止するものである。係止装
置12には、後述するような敷設部材9に穴を開けるた
めの穴開け装置の他に、係止部材の埋込み装置や、係止
具取付け装置が設けられている。
It is provided at the lower end of the first elevating frame 7,
The locking device 12 is arranged in the adjacent portion of the holding device 10 on the grip device 16 side. The locking device 12 locks the laying member 9 on the water bottom surface 4 so that the laying member 9 pulled out horizontally on the water bottom surface 4 does not turn over. The locking device 12 is provided with a drilling device for drilling a hole in the laying member 9 as will be described later, a device for embedding the locking member, and a device for mounting a locking tool.

【0036】船体1上には空気抜き装置27が設けられ
ており、この空気抜き装置27は配管27aを介して保
持装置10と連結している。保持装置10にロール巻き
されて保持されている敷設部材9は前述のように水平ド
レーン材を有しており、この水平ドレーン材は後述する
ようにつぶれた筒状のフィルター部材を外側に有してい
る。このような水平ドレーン材は上記ロール巻きの中心
側端部から前記配管27aを介して空気抜き装置27に
よりその内部の空気を抜くことができるようになってい
る。
An air vent device 27 is provided on the hull 1, and the air vent device 27 is connected to the holding device 10 via a pipe 27a. The laying member 9 rolled and held by the holding device 10 has a horizontal drain member as described above, and this horizontal drain member has a crushed tubular filter member on the outside as described later. ing. Such a horizontal drain member is designed so that the air inside it can be evacuated by the air evacuating device 27 from the end portion on the center side of the roll winding through the pipe 27a.

【0037】敷設部材9が有する帯状の水平ドレーン材
としてはたとえば、旭エンジニアリング株式会社製の
「パブリックドレーン」(商品名)が用いられる。この
水平ドレーン材は図2に符号8で示すように、プラスチ
ック板の表裏両面側に互い違いに絞り形成された凹凸形
状を有する芯体8aを、つぶれた筒状のフィルター8b
がその長さ方向に沿って包むような構造となっている。
そしてフィルター8bの幅方向の両側には、後述する地
盤補強部材11に溶着縫合する縫合部8cがその分広く
設けられている。
As the strip-shaped horizontal drain material of the laying member 9, for example, "Public drain" (trade name) manufactured by Asahi Engineering Co., Ltd. is used. As shown by reference numeral 8 in FIG. 2, this horizontal drain member has a core 8a having an uneven shape formed by alternately drawing on both front and back sides of a plastic plate and a crushed cylindrical filter 8b.
Has a structure that wraps along its length.
Then, on both sides in the width direction of the filter 8b, a sewn portion 8c that is welded and sewn to a ground reinforcing member 11 to be described later is provided correspondingly.

【0038】芯体8aの材質としては硬質塩化ビニー
ル、フィルター8bの材質としてはポリエステル長繊維
不織布等が用いられるが、水平ドレーン材としての機能
を有するものであれば他の材料を用いてもよい。
Hard vinyl chloride is used as the material of the core body 8a, and polyester long-fiber non-woven fabric is used as the material of the filter 8b, but other materials may be used as long as they have a function as a horizontal drain material. .

【0039】このような水平ドレーン材8は図3に示す
ように、その外観は帯状に形成され、これの何倍もの幅
を有するよう形成されたネット状の地盤補強部材11の
幅方向に間隔をおいて複数本(図では5本)互いに平行
に配置され、地盤補強部材11の長さ方向に沿って地盤
補強部材11に溶着縫合された状態で敷設部材9を構成
しており、ロール巻きされた保持装置10から水平ドレ
ーン材8を下側にして敷設部材9が引き出されるように
なっている。
As shown in FIG. 3, such a horizontal drain member 8 has a band-like appearance and is spaced in the width direction of a net-shaped ground reinforcing member 11 having a width several times as wide as the width. A plurality of (five in the figure) are arranged in parallel with each other, and the laying member 9 is configured in a state of being welded and sewn to the ground reinforcing member 11 along the length direction of the ground reinforcing member 11, The laying member 9 is pulled out from the holding device 10 with the horizontal drain member 8 facing down.

【0040】上記地盤補強部材11としてはたとえば、
三井石化産資株式会社製の「ネトロンシート」(商品
名)、三菱油化株式会社製の「ユカロンネット」(商品
名)、同じく三菱油化株式会社製の「テンサー」(商品
名)等が用いられ、それらはいずれも網目を有するが結
び目はないネット状に形成されている。
As the ground reinforcing member 11, for example,
"Netron Sheet" (trade name) manufactured by Mitsui Kasei Co., Ltd., "Yukaron Net" (trade name) manufactured by Mitsubishi Petrochemical Co., Ltd., "Tensor" (trade name) manufactured by Mitsubishi Petrochemical Co., Ltd. They are used, and they are all formed in a net shape having a mesh but no knot.

【0041】上記「ネトロン」の材質としては主に高密
度ポリエチレンが用いられ、上記「ユカロンネット」の
材質としてはポリエチレンが用いられ、上記「テンサ
ー」の材質としては高密度ポリエチレン及びポリプロピ
レンが用いられている。
High density polyethylene is mainly used as the material of the "Netron", polyethylene is used as the material of the "Yukaron net", and high density polyethylene and polypropylene are used as the material of the "tensor". ing.

【0042】係止装置12が敷設部材9を水底面4に係
止するのに用いる、敷設部材9を鉛直方向に貫く係止部
材としては、例えば図4に符号26で示すような、略平
らな四角板材34に長尺板材22の端部を一体的に連結
したものが用いられる。このような係止部材26は硬い
プラスチック製で、それらをカートリッジに収納してそ
のカートリッジを係止装置12に装着しておく。
A locking member which is used by the locking device 12 to lock the laying member 9 on the water bottom surface 4 and which penetrates the laying member 9 in the vertical direction is, for example, substantially flat as shown by reference numeral 26 in FIG. A rectangular plate member 34 in which the ends of the long plate member 22 are integrally connected is used. Such locking members 26 are made of hard plastic, and they are housed in a cartridge and the cartridge is mounted in the locking device 12.

【0043】このような係止部材26が敷設部材9を鉛
直方向に貫くためには、まず係止装置12の穴開け装置
が敷設部材9の地盤補強部材11のみの部分を切断し
て、上記係止部材26の四角板材34が縦に通れるよう
な穴を開ける。
In order for the locking member 26 to penetrate the laying member 9 in the vertical direction, the punching device of the locking device 12 first cuts only the ground reinforcing member 11 of the laying member 9, and A hole is formed so that the square plate member 34 of the locking member 26 can pass vertically.

【0044】穴開け装置としては例えば、図5に符号1
3で示すような装置を用いることができる。この穴開け
装置13は、先端に多数の細長い突起物13cが円周方
向に並べて設けられた外側部材13aと、この外側部材
13aの内側同軸状に配置され先端に多数の歯が円周方
向に並べて設けられた回転する内側部材13bとを備
え、これら外側部材13aと内側部材13bとは互いに
自由に回転、上下動可能となっている。
As the punching device, for example, reference numeral 1 in FIG.
A device as shown at 3 can be used. This punching device 13 has an outer member 13a having a large number of elongated projections 13c arranged side by side in the circumferential direction at the tip, and an outer member 13a arranged coaxially inside the outer member 13a and having a large number of teeth at the tip in the circumferential direction. It is provided with a rotating inner member 13b provided side by side, and the outer member 13a and the inner member 13b can freely rotate and move vertically.

【0045】このような穴開け装置13は、外側部材1
3aを先に下降させて突起物13cを地盤補強部材11
の目の中に挿入させ、それから少し捻りを加えることに
より地盤補強部材11が水底面4側に沈み込むのを抑止
する力を付与する。その後内側部材13bを回転させな
がら下降させることにより先端の歯で地盤補強部材11
を丸く切断して、係止部材26の四角板材34が通過可
能な穴を開けることができる。
Such a punching device 13 has the outer member 1
3a is moved down first so that the protrusion 13c is attached to the ground reinforcing member 11
It is inserted into the eye and then twisted a little to give a force to prevent the ground reinforcing member 11 from sinking to the water bottom surface 4 side. Then, the inner member 13b is rotated and lowered to allow the teeth on the tip to be ground.
Can be cut into a circle to make a hole through which the square plate member 34 of the locking member 26 can pass.

【0046】その穴を通って、前記カートリッジから取
り出されて図6に示すように埋込み装置50に保持され
た係止部材26が、下降して水底面4下の土中に埋め込
まれる。そして図7に示すように埋込み装置50だけ上
昇すると係止部材26の四角板材34は土の抵抗により
長尺板材22と共に土中に残される。
Through the hole, the locking member 26 taken out from the cartridge and held by the embedding device 50 as shown in FIG. 6 descends and is embedded in the soil under the water bottom surface 4. Then, as shown in FIG. 7, when only the embedding device 50 is raised, the square plate member 34 of the locking member 26 is left in the soil together with the long plate member 22 due to the resistance of the soil.

【0047】埋込み装置50が長尺板材22から完全に
離れた後は、長尺板材22の上端部は敷設部材9の地盤
補強部材11の上に少し臨くように残され、この長尺板
材22の上端部には図8に示すように係止具15を取り
付けることにより、後で敷設部材9がめくれることを防
止することができる。
After the embedding device 50 is completely separated from the long plate material 22, the upper end of the long plate material 22 is left slightly above the ground reinforcing member 11 of the laying member 9, and the long plate material 22 is left. It is possible to prevent the laying member 9 from being turned over later by attaching the locking tool 15 to the upper end portion of 22 as shown in FIG.

【0048】係止具15はプラスチック製で、可撓性を
有する蝶番部15cを介して2つの挾圧部15a,15
bが連結され、その挾圧部15aの内側には凸部15d
が形成され、挾圧部15bの内側には凹部15eが形成
されている。また挾圧部15aの先端部には係合凹部1
5fが形成され、挾圧部15bの先端部には係合凸部1
5gが形成されている。図8中の円Sは前記穴開け装置
13により敷設部材9の地盤補強部材11に開けられた
穴を示す。
The locking device 15 is made of plastic and has two flexible pressing parts 15a, 15 through a hinge part 15c having flexibility.
b is connected, and a convex portion 15d is provided inside the pressing portion 15a.
And a recess 15e is formed inside the pressing portion 15b. Further, the engaging recess 1 is formed at the tip of the pressing portion 15a.
5f is formed, and the engaging projection 1 is formed at the tip of the pressing portion 15b.
5 g are formed. A circle S in FIG. 8 indicates a hole made in the ground reinforcing member 11 of the laying member 9 by the hole making device 13.

【0049】このような係止具15は、挾圧部15aと
挾圧部15bとが互いに接近するように閉じると、係合
凸部15gが係合凹部15fに係合して閉じた状態を保
持すると共に、凸部15dが凹部15eに嵌合すること
により長尺板材22を折曲げながら挾み込んで、長尺板
材22から係止具15が容易に抜けないようにすること
ができる。
When the engaging portion 15a is closed so that the pressing portion 15a and the pressing portion 15b come close to each other, the engaging convex portion 15g is engaged with the engaging concave portion 15f and is in a closed state. By holding and holding the convex portion 15d in the concave portion 15e, the long plate member 22 can be bent while being sandwiched, and the locking tool 15 can be prevented from easily coming off from the long plate member 22.

【0050】このような係止具15の取付けは、係止装
置12に設けられた係止具取付け装置(図示せず)によ
り行われる。上記係止装置12の穴開け装置13、埋込
み装置50、係止具取付け装置、及びグリップ装置16
は船上からその作動、非作動を遠隔操作することができ
るようになっている。
The locking tool 15 is mounted by a locking tool mounting device (not shown) provided in the locking device 12. The punching device 13, the embedding device 50, the locking device attaching device, and the grip device 16 of the locking device 12 described above.
Can be operated remotely from the ship's operation.

【0051】次に上記第1実施例の動作について説明す
る。まず保持装置10から敷設部材9を引き出し、その
先端部の地盤補強部材11の部分をグリップ装置16で
把持する。次に走行支持フレーム6に支持される第1昇
降フレーム7を水中に下降させ、これと同期して船体1
から第2昇降フレーム14をも水中に下降させる。これ
により第1昇降フレーム7の下端部に設けられた保持装
置10及び係止装置12と、第2昇降フレーム14の下
端部に設けられたグリップ装置16が同期して下降し、
共に水底面4上に近接した位置まで下降して停止する
(図9参照)。
Next, the operation of the first embodiment will be described. First, the laying member 9 is pulled out from the holding device 10, and the portion of the ground reinforcing member 11 at the tip thereof is gripped by the grip device 16. Next, the first lifting frame 7 supported by the traveling support frame 6 is lowered into the water, and in synchronization with this, the hull 1
Then, the second lifting frame 14 is also lowered into the water. As a result, the holding device 10 and the locking device 12 provided at the lower end of the first elevating frame 7 and the grip device 16 provided at the lower end of the second elevating frame 14 descend synchronously,
Both of them descend to a position close to the water bottom surface 4 and stop (see FIG. 9).

【0052】このとき係止装置12の下側には保持装置
10から引き出された敷設部材9が予め配置されている
ため、係止装置12が敷設部材9を貫く係止部材26を
用いて敷設部材9を水底面4上に係止する。このときの
係止動作は上述したように、前記穴開け装置13、埋込
み装置50、係止具15を用いた係止具取付け装置の一
連の動作により行われる。
At this time, since the laying member 9 pulled out from the holding device 10 is previously arranged below the locking device 12, the locking device 12 is laid by using the locking member 26 that penetrates the laying member 9. The member 9 is locked on the water bottom surface 4. As described above, the locking operation at this time is performed by a series of operations of the locking tool attaching device using the punching device 13, the embedding device 50, and the locking tool 15.

【0053】敷設部材9の幅方向には地盤補強部材11
の何カ所かに係止装置12による係止位置が予定されて
おり、その予定されたすべての位置における係止動作を
終了したら、走行支持フレーム6を図9中左方に少し走
行させることにより、第1昇降フレーム7を介して保持
装置10及び係止装置12は同方向に少し移動し、保持
装置10から敷設部材9が少し引き出される。
A ground reinforcement member 11 is provided in the width direction of the laying member 9.
The locking positions of the locking device 12 are planned at several places in the vehicle, and when the locking operation at all the planned positions is completed, the traveling support frame 6 is slightly moved to the left in FIG. The holding device 10 and the locking device 12 slightly move in the same direction via the first elevating frame 7, and the laying member 9 is slightly pulled out from the holding device 10.

【0054】ここで又係止装置12が係止部材26を用
いて、敷設部材9をその幅方向の予定されたすべての位
置において水底面4上に係止する。そして又走行支持フ
レーム6を少し移動させ、ここで又係止装置12が係止
部材26を用いて敷設部材9を水底面4に係止する。こ
のようにして係止装置12による敷設部材9の係止と保
持装置10の移動により敷設部材9を引き出すことを並
行して行うことにより、図10に示すように敷設部材9
の水平ドレーン材8を水底面4上に敷設していくことが
できる。
Here again, the locking device 12 uses the locking member 26 to lock the laying member 9 on the bottom surface 4 at all predetermined positions in its width direction. Then, the traveling support frame 6 is slightly moved, and the locking device 12 locks the laying member 9 to the water bottom surface 4 by using the locking member 26. In this way, the laying member 9 is pulled out by the locking of the laying member 9 by the locking device 12 and the movement of the holding device 10 in parallel, as shown in FIG.
The horizontal drain material 8 can be laid on the water bottom surface 4.

【0055】敷設部材9をこのように水底面4上に敷設
していく際に、筒状のフィルター8bで内包された水平
ドレーン材8の内部に水平ドレーン材8の先端部から水
が浸入することにより、後でこの内部の水を介して鉛直
ドレーン材からの水を他所へ運搬することができる。と
ころが、水平ドレーン材8の内部に空気が溜ったままだ
と内部に水が浸入することができず、後で上記作用を行
うことができない。そこで上記敷設時には、前記空気抜
き装置27により水平ドレーン材8内の空気を吸引して
水平ドレーン材8内を負圧とし、水が浸入するのを容易
にする。
When the laying member 9 is laid on the water bottom surface 4 in this way, water infiltrates into the inside of the horizontal drain member 8 enclosed by the cylindrical filter 8b from the tip of the horizontal drain member 8. As a result, the water from the vertical drain material can be transported to another place through the water inside this later. However, if air remains inside the horizontal drain member 8, water cannot enter the inside, and the above-described operation cannot be performed later. Therefore, at the time of laying, the air in the horizontal drain member 8 is sucked by the air bleeding device 27 to make the inside of the horizontal drain member 8 a negative pressure, thereby facilitating the infiltration of water.

【0056】船体1がアンカー止めされた状態で所定長
さの敷設部材9の敷設が終了したら、グリップ装置16
は敷設部材9の先端部を解放して第2昇降フレーム14
の上昇と共に船体1側に上昇する。そしてアンカー止め
を解放して船体1を前記所定長さ分だけ前進移動させ、
このとき同時に走行支持フレーム6を後退移動させて、
敷設部材9に無理な力がかかって係止部材26を引き抜
いたり、又は敷設部材9を切断したり、或は敷設部材9
が余分にたるんだりするのを防止する。
When the installation of the installation member 9 of a predetermined length is completed with the hull 1 anchored, the grip device 16
Releases the tip of the laying member 9 to release the second elevating frame 14
Ascends to the hull 1 side. Then, the anchor stop is released to move the hull 1 forward by the predetermined length,
At this time, at the same time, the traveling support frame 6 is moved backward,
Unnecessary force is applied to the laying member 9 to pull out the locking member 26, or to cut the laying member 9, or to lay the laying member 9
To prevent excessive slack.

【0057】このような船体1の移動が完了して、走行
支持フレーム6が再び第2昇降フレーム14に最も近い
位置にきた状態で再び船体1をアンカー止めし、再び上
記敷設動作を繰り返していくことにより、次々と敷設動
作を継続して行うことができる。
After the movement of the hull 1 is completed, the hull 1 is anchored again with the traveling support frame 6 again in the position closest to the second elevating frame 14, and the above laying operation is repeated again. Thus, the laying operation can be continuously performed one after another.

【0058】図11は本発明による水底における水平ド
レーン材の敷設装置及び敷設工法の第2実施例を示す図
である。この第2実施例は、保持装置10、係止装置1
2及びグリップ装置16が水底面4上に近接した位置迄
下降して、係止装置12が水底面4上の敷設部材9を水
底面4に係止し、グリップ装置16が敷設部材9の先端
部を把持してなくとも支障が無い程度の数の係止部材2
6を用いて敷設部材9を水底面4上に係止し終ったら、
図11に示すように第2昇降フレーム14を介してグリ
ップ装置16を船体1側に上昇させる。
FIG. 11 is a view showing a second embodiment of the apparatus and method for laying a horizontal drain material on the water bottom according to the present invention. In this second embodiment, the holding device 10 and the locking device 1
2 and the grip device 16 descends to a position close to the bottom surface 4, the locking device 12 locks the laying member 9 on the bottom surface 4 to the bottom surface 4, and the grip device 16 causes the tip of the laying member 9 to move. The number of locking members 2 is such that there is no hindrance even if the user does not grip the parts.
When the laying member 9 is locked on the water bottom surface 4 by using 6,
As shown in FIG. 11, the grip device 16 is raised to the hull 1 side via the second elevating frame 14.

【0059】次に船体1をその推進力によりゆっくりと
前進させて保持装置10から敷設部材9を引き出し、そ
れをその幅方向の前記各位置について係止装置12によ
り係止する。このようにして図11に示すように次々と
船体1の前進と敷設部材9の係止を並行して行っていく
ことにより、敷設部材9の水平ドレーン材8を水底面4
上に敷設していくことができる。この場合は前記第1実
施例のように、アンカー止めやその解放、走行支持フレ
ーム6の移動等を省くことができ、より効率的に敷設作
業を行うことができる。
Next, the hull 1 is slowly advanced by its propulsive force to pull out the laying member 9 from the holding device 10, and it is locked by the locking device 12 at each position in the width direction. In this way, as shown in FIG. 11, by advancing the hull 1 and locking the laying member 9 in parallel one after another, the horizontal drain member 8 of the laying member 9 is moved to the bottom surface 4 of the water.
Can be laid on top. In this case, as in the first embodiment, anchoring and release thereof, movement of the traveling support frame 6 and the like can be omitted, and the laying work can be performed more efficiently.

【0060】図12は前記穴開け装置13とは異なる穴
開け装置の他の例を示す図である。同図に示す穴開け装
置100において、符号102はハウジングであり、こ
のハウジング102は、円筒状の部屋を有する第1ハウ
ジング部102aと、この第1ハウジング部102aの
略下半部を包囲すると共に、第1ハウジング部102a
内の円筒状の部屋から隔離され、牛の角状に曲がって水
平方向に開口する部屋を有する第2ハウジング部102
bから構成されている。
FIG. 12 is a view showing another example of a punching device different from the punching device 13. In the punching device 100 shown in the figure, reference numeral 102 is a housing. The housing 102 surrounds a first housing portion 102a having a cylindrical chamber and a substantially lower half portion of the first housing portion 102a. , The first housing portion 102a
Second housing part 102 having a chamber that is isolated from the inner cylindrical chamber and is bent in the shape of a horn and opens horizontally
b.

【0061】第1ハウジング部102a内には、先端に
切断砥石104aが設けられた回転する切断工具104
が収納されている。第2ハウジング部102bの下端部
は敷設部材9の地盤補強部材11に対向するよう配置さ
れ、上端部の水平方向に開口する開口部には軸流ポンプ
106が設けられている。
A rotating cutting tool 104 having a cutting grindstone 104a at its tip is provided in the first housing portion 102a.
Is stored. A lower end portion of the second housing portion 102b is arranged so as to face the ground reinforcing member 11 of the laying member 9, and an axial flow pump 106 is provided at an opening portion of the upper end portion that opens in the horizontal direction.

【0062】このような穴開け装置100は、互いに同
一面上に位置する第1ハウジング部102aと第2ハウ
ジング部102bの下端部を、敷設部材9の地盤補強部
材11の所定の位置に配置し、初めに軸流ポンプ106
を作動させて第2ハウジング部102b内の水を排出
し、このときの第2ハウジング部102b内の負圧力に
より地盤補強部材11を第1ハウジング部102aの下
端部に吸着させる。次に回転する切断工具104を下降
させてその切断砥石104aにより地盤補強部材11を
丸く切断して穴108を開ける。このとき切断砥石10
4aによる下方への加工圧力は上記負圧力により支持さ
れる。
In such a punching device 100, the lower end portions of the first housing portion 102a and the second housing portion 102b located on the same plane are arranged at predetermined positions of the ground reinforcing member 11 of the laying member 9. First, the axial flow pump 106
To discharge the water in the second housing portion 102b, and the negative pressure in the second housing portion 102b at this time causes the ground reinforcing member 11 to be adsorbed to the lower end portion of the first housing portion 102a. Next, the rotating cutting tool 104 is lowered and the ground reinforcing member 11 is cut into a circle by the cutting grindstone 104a to make a hole 108. At this time, the cutting wheel 10
The downward processing pressure by 4a is supported by the negative pressure.

【0063】図13は前記埋込み装置50とは異なる他
の例の埋込み装置110を示す図である。同図に示す埋
込み装置110において、符号112,113は駆動ロ
ーラであり、この駆動ローラ112,113が図中矢印
方向に回転することにより、長尺板材22がガイド部1
16,117にガイドされて係止部材26を図中下方に
下降させ、係止部材26を水底面4下の土中に埋め込む
ことができる。
FIG. 13 is a view showing an embedding device 110 of another example different from the embedding device 50. In the embedding device 110 shown in the figure, reference numerals 112 and 113 are drive rollers, and the long plate member 22 is guided by the guide portion 1 by rotating the drive rollers 112 and 113 in the direction of the arrow in the figure.
16 and 117, the locking member 26 can be lowered downward in the figure, and the locking member 26 can be embedded in the soil under the water bottom surface 4.

【0064】図14は前記埋込み装置50や埋込み装置
110とは異なる他の例の埋込み装置120を示す図で
ある。同図に示す埋込み装置120は、上下方向に伸び
る上下動自在のフレーム部120aの下端部に把持・解
放自在の把持部120bが設けられており、この把持部
120bが係止部材26の長尺板材22の下端部を把持
してフレーム部120aが下降することにより、係止部
材26を水底面4下の土中に埋め込むことができる。
FIG. 14 is a view showing an embedding device 120 of another example different from the embedding device 50 and the embedding device 110. In the embedding device 120 shown in the figure, a vertically movable frame portion 120a is provided at its lower end with a gripping / releasing gripping portion 120b, and this gripping portion 120b is a long member of the locking member 26. By holding the lower end portion of the plate member 22 and lowering the frame portion 120a, the locking member 26 can be embedded in the soil under the water bottom surface 4.

【0065】図15は前記係止部材26とは異なる他の
例の係止部材24を示す図であり、この係止部材24は
略平らな四角板材34にロッド材20の下端部を一体的
に連結したものである。このような係止部材24も前記
係止部材26と同様に、埋込み装置50のような埋込み
装置により保持して水底面4下の土中に埋め込むことが
できる。
FIG. 15 is a view showing a locking member 24 of another example different from the locking member 26. This locking member 24 is formed by integrally connecting the lower end portion of the rod member 20 to a substantially flat square plate member 34. It is connected to. Like the locking member 26, the locking member 24 can be held by an embedding device such as the embedding device 50 and embedded in the soil under the water bottom surface 4.

【0066】図16も前記係止部材24,26とは異な
る他の例の係止部材28,29を示す図であり、図16
(a)はロッド材20の下端部に予め少し折り曲げ成形
された板材34aが設けられたものであり、図16
(b)は長尺板材22の下端部に同様の予め少し折り曲
げ成形された板材34aが設けられたものを示すもので
ある。このような予め折り曲げ成形された板材34aを
係止部材28,29に設けることにより、よりスムーズ
に係止部材28,29を水底面4下の土中に埋め込むこ
とができる。
FIG. 16 is also a view showing locking members 28 and 29 of another example different from the locking members 24 and 26.
16A shows a plate member 34a that is slightly bent in advance and is provided at the lower end portion of the rod member 20. FIG.
(B) shows the long plate member 22 provided with a similar plate member 34a that is slightly bent in advance at the lower end portion thereof. By providing the locking members 28 and 29 with such a plate member 34a that has been bent in advance, the locking members 28 and 29 can be more smoothly embedded in the soil under the water bottom surface 4.

【0067】図17も前記係止部材24,26等とは異
なる他の例の係止部材32を示す図であり、これはパイ
プ材21の下端部に流体を充填させることにより膨張す
る風船タイプの膨張部材36を設けたものである。すな
わち図17(a)は係止部材32を水底面4下の土中に
埋め込む前の膨張部材36が収縮した状態を示し、図1
7(b)は係止部材32を水底面4下の土中に埋め込ん
だ後で膨張部材36を膨張させた状態を示すものであ
る。このようなタイプの係止部材32によっても前記の
係止部材24,26等と同様の効果を得ることができ
る。
FIG. 17 is also a view showing a locking member 32 of another example different from the locking members 24, 26, etc., which is a balloon type which expands when the lower end of the pipe member 21 is filled with fluid. The expansion member 36 is provided. That is, FIG. 17A shows a state in which the expansion member 36 is contracted before the locking member 32 is embedded in the soil under the water bottom surface 4.
7 (b) shows a state in which the expansion member 36 is expanded after the locking member 32 is embedded in the soil under the water bottom surface 4. Even with this type of locking member 32, the same effects as those of the locking members 24, 26 and the like can be obtained.

【0068】図18も前記係止部材24,26等とは異
なる他の例の係止部材38を示す図であり、これはカー
トリッジ40中に予め可撓性を有する係止舌片43が収
納されたものを用いるものである。すなわち図18
(a)は、係止部材38を水底面4下の土中に埋め込む
前の、カートリッジ40中に係止舌片43が収納された
状態を示すものであり、図18(b)は、係止部材38
を水底面4下の土中に埋め込んだ後で、係止舌片43の
上端部を垂直下方向に押圧してその下端部を水平方向に
突出させた状態を示すものである。このようなタイプの
係止部材38によっても前記の係止部材24,26等と
同様の効果を得ることができる。
FIG. 18 is also a view showing another example of the locking member 38 different from the locking members 24, 26, etc., in which a flexible locking tongue piece 43 is housed in the cartridge 40 in advance. This is the one used. That is, FIG.
18A shows a state in which the locking tongue 43 is housed in the cartridge 40 before the locking member 38 is embedded in the soil under the water bottom surface 4, and FIG. Stop member 38
After being embedded in the soil under the water bottom surface 4, the upper end portion of the locking tongue piece 43 is pressed vertically downward to project the lower end portion in the horizontal direction. Even with this type of locking member 38, the same effect as that of the locking members 24, 26 and the like can be obtained.

【0069】図19は前記係止部材24,26等と異な
る他の例の係止部材46を示す図であり、前記係止部材
24のロッド材20の上端部に予め押え部材58を取り
付けたものである。このようにロッド材20の上端部に
押え部材58を取り付けることにより、係止部材46を
水底面4下の土中に埋め込んだ後から前記係止具15の
ようなめくれ防止用の係止具を取付ける必要がなくな
り、それだけ作業工程数を低減させることができる。
FIG. 19 is a view showing a locking member 46 of another example different from the locking members 24, 26, etc., and a pressing member 58 is previously attached to the upper end portion of the rod member 20 of the locking member 24. It is a thing. By attaching the pressing member 58 to the upper end portion of the rod member 20 in this manner, after the locking member 46 is embedded in the soil under the water bottom surface 4, a locking device such as the locking device 15 for preventing the curling up. Since it is not necessary to mount it, the number of working steps can be reduced accordingly.

【0070】図20は前記係止部材46等とは異なる他
の例の係止部材70を示す図であり、直方体のおもり7
2の側方に釣り針状の引掛部材76が設けられたもので
ある。このような係止部材70によれば、釣り針状の引
掛部材76の先端部が敷設部材9の地盤補強部材11を
貫いて係止されると共に、おもり72の重量により敷設
部材9を水底面4上に係止でき、かつ敷設部材9がめく
れることを防止することができる。
FIG. 20 is a view showing a locking member 70 of another example different from the locking member 46 and the like, which is a rectangular parallelepiped weight 7.
A hook member 76 having a hook shape is provided on the side of 2. According to such a locking member 70, the tip end of the hook member 76 having a hook shape is locked through the ground reinforcing member 11 of the laying member 9 and the weight of the weight 72 holds the laying member 9 on the water bottom surface 4. It can be locked on the top and the laying member 9 can be prevented from turning over.

【0071】図21は前記係止部材46等とは異なる他
の例の係止部材60を示す図であり、比較的太くて長い
鋼製の棒部材62の上端部に予め押え部材64を取り付
けたものである。このような係止部材60の棒部材62
はその重量が重いため前記係止部材46の四角板材34
のような部材を取付けなくとも容易に抜けることはな
い。
FIG. 21 is a view showing a locking member 60 of another example different from the locking member 46 and the like, and a holding member 64 is previously attached to the upper end portion of a relatively thick and long steel rod member 62. It is a thing. Such a bar member 62 of the locking member 60
Is heavy, the square plate member 34 of the locking member 46 is
It does not come off easily without attaching such a member.

【0072】図22は前記係止具15とは異なる他の係
止具の例を示す図である。すなわち係止部材24,26
等を水底面4下の土中に埋め込んだ後、図22(a)は
敷設部材9上に臨くロッド材20の上端部に係止ピン1
8を取り付けることにより、図22(b)は長尺板材2
2の上端部に係止クリップ19を取り付けることによ
り、後で敷設部材9がめくれないようにしたものであ
る。
FIG. 22 is a view showing an example of another locking tool different from the locking tool 15. That is, the locking members 24, 26
22 (a), the locking pin 1 is attached to the upper end of the rod member 20 facing the laying member 9 after being embedded in the soil under the bottom surface 4 of water.
22B shows the long plate 2
By attaching the locking clip 19 to the upper end portion of 2, the laying member 9 is prevented from turning over later.

【0073】図23も前記係止具15や係止ピン18、
係止クリップ19とは異なる他の係止具の例を示す図で
あり、図23(a)は係止部材26,29等を水底面4
下の土中に埋め込んだ後、その敷設部材9上に臨く長尺
板材22の上端部に係止リング52を取付けることによ
り敷設部材9がめくれないようにしたものであり、図2
3(b)はその敷設部材9上に臨く長尺板材22の上端
部にドーナツ型クリップ54を取付けることにより敷設
部材9がめくれないようにしたものである。
FIG. 23 also shows the lock 15 and the lock pin 18,
FIG. 23 is a view showing an example of another locking tool different from the locking clip 19, and FIG. 23 (a) shows the locking members 26, 29 etc. on the water bottom surface 4.
After being embedded in the soil below, the locking ring 52 is attached to the upper end of the long plate member 22 facing the laying member 9 to prevent the laying member 9 from turning over.
In FIG. 3 (b), the doughnut-shaped clip 54 is attached to the upper end of the long plate member 22 facing the laying member 9 so that the laying member 9 does not turn over.

【0074】なお上記実施例においては、保持装置10
に敷設部材9がロール巻きされたものについて説明した
が、ロール巻きでなく折畳んで収納してもよく、その他
縮めて収納できる方法であればどのような収納方法であ
ってもよい。
In the above embodiment, the holding device 10
Although the laying member 9 is rolled in the above description, it may be folded and stored instead of being rolled, and any other storage method may be used as long as it can be contracted and stored.

【0075】また上記実施例においては、空気抜き装置
27が船上に設けられたものについて説明したが、空気
抜き装置27を保持装置10の近傍に配置して共に水中
に下降させるようにしてもよい。
Further, in the above embodiment, the air venting device 27 is provided on the ship, but the air venting device 27 may be arranged near the holding device 10 so as to be lowered into the water.

【0076】[0076]

【発明の効果】以上説明したように本発明によれば、水
平ドレーン材を有する敷設部材を引き出す動作と、それ
を水底面へ係止する動作を並行して行うことにより、水
平ドレーン材を水底に敷設していくことができる。この
ため、良質の砂が入手し難い現状の問題点を解決するこ
とができる。そして水平ドレーン材を敷設した場所を廃
棄物処分場として使う場合は、従来のサンドマットに使
用する砂の体積だけ廃棄物の処分量が増える。
As described above, according to the present invention, the horizontal drain material is moved to the bottom of the water by performing the operation of pulling out the laying member having the horizontal drain material and the operation of locking it to the water bottom. Can be laid in. Therefore, it is possible to solve the current problem that it is difficult to obtain good quality sand. When the place where the horizontal drain material is laid is used as a waste disposal site, the amount of waste disposal increases by the volume of sand used in the conventional sand mat.

【0077】また、第1昇降フレームの下端部に敷設部
材が保持される保持装置が設けられ、敷設時には第1昇
降フレームが下降して保持装置が水底面上に近接し、こ
の水底面上に近接した位置から保持装置が敷設部材を水
底面上に供給することができるため、敷設部材を船上か
ら水底面上に供給するときのように敷設部材が水中で垂
直になる状態は起こり得ない。このため、前記「発明が
解決しようとする課題」の欄で詳述したような、水平ド
レーン材が船上から出て水底に着く迄の間に種々の撹乱
要因の影響を受けることを完全に防止することができ
る。
Further, a holding device for holding the laying member is provided at the lower end of the first elevating frame, and the first elevating frame is lowered during installation to bring the holding device close to the water bottom surface. Since the holding device can supply the laying member to the water bottom surface from a close position, it is unlikely that the laying member becomes vertical in water as when the laying member is supplied from the ship to the water bottom surface. Therefore, as described in detail in the above-mentioned "Problems to be solved by the invention", it is possible to completely prevent the horizontal drain material from being affected by various disturbance factors before it comes out of the ship and reaches the bottom of the water. can do.

【0078】また本発明は、係止部材を用いて水平ドレ
ーン材を水底に係止して水平ドレーン材がめくれるのを
防止し、その係止動作は水底の近接部において行うた
め、係止部材は水底の近接部の係止装置の埋込み装置に
貯えられることになり、船上の設備を少なくすることが
できる。
Further, according to the present invention, the locking member is used to lock the horizontal drain member to the bottom of the water to prevent the horizontal drain member from being flipped up, and the locking operation is performed in the vicinity of the bottom of the water. Will be stored in the embedding device of the locking device in the vicinity of the bottom of the water, and the equipment on board can be reduced.

【0079】また、水平ドレーン材を敷設する際にその
筒状内部の空気を空気抜き装置が抜くため、水平ドレー
ン材の筒状内部にスムーズに水が浸入できて水平ドレー
ン材の機能を円滑に発揮させることができる。
Further, when the horizontal drain material is laid, the air bleeding device removes the air inside the tubular drain material, so that water can smoothly enter the tubular interior of the horizontal drain material and the function of the horizontal drain material can be smoothly exhibited. Can be made.

【0080】さらに、前記保持装置10、係止装置1
2、グリップ装置16が昇降可能に設けられているた
め、それらは使用しないときは水中から引き上げること
ができて、それらのメンテナンス(補修)がやり易いと
共に、船体1の移動時にそれらが水の抵抗となることを
防止することができる。
Further, the holding device 10 and the locking device 1
2. Since the grip device 16 is provided so as to be able to move up and down, it can be pulled up from the water when not in use, so that maintenance (repair) of them can be easily performed, and when the hull 1 moves, they can resist water. Can be prevented.

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

【図1】本発明による水底における水平ドレーン材の敷
設装置の第1実施例を示す専用船の側面構成図である。
FIG. 1 is a side view of a dedicated ship showing a first embodiment of an apparatus for laying a horizontal drain material on a water bottom according to the present invention.

【図2】水平ドレーン材8を幅方向に切断して示す断面
図である。
FIG. 2 is a cross-sectional view showing a horizontal drain member 8 cut in the width direction.

【図3】地盤補強部材11に複数の帯状の水平ドレーン
材8を縫合した敷設部材9の下面図である。
FIG. 3 is a bottom view of a laying member 9 in which a plurality of strip-shaped horizontal drain members 8 are sewn to a ground reinforcing member 11.

【図4】水平ドレーン材8を水底面4上に係止する係止
部材26を示す斜視図である。
FIG. 4 is a perspective view showing a locking member for locking the horizontal drain member 8 on the water bottom surface 4.

【図5】敷設部材9の地盤補強部材11に穴をあける穴
開け装置13の概略透視斜視図である。
5 is a schematic perspective view of a boring device 13 for boring a ground reinforcing member 11 of a laying member 9. FIG.

【図6】係止部材26を水底面4下の土中に埋め込む途
中の状態の埋込み装置50を示す断面図である。
FIG. 6 is a cross-sectional view showing the embedding device 50 in a state where the locking member 26 is being embedded in the soil under the water bottom surface 4.

【図7】係止部材26を水底面4下の土中に埋め込んだ
後の埋込み装置50が上昇する状態を示す断面図であ
る。
FIG. 7 is a cross-sectional view showing a state where the embedding device 50 moves up after the locking member 26 is embedded in the soil under the water bottom surface 4.

【図8】係止部材26を水底面4下の土中に埋め込んだ
後の係止部材26の地盤補強部材11より上の長尺板材
22の上端部に設けられる水平ドレーン材8のめくれを
防止する係止具15を示す平面図である。
FIG. 8 shows the turning up of the horizontal drain member 8 provided on the upper end of the long plate member 22 above the ground reinforcing member 11 of the locking member 26 after the locking member 26 is embedded in the soil under the water bottom surface 4. It is a top view which shows the locking tool 15 which prevents.

【図9】図1に示す専用船の動作を示す側面構成図であ
る。
9 is a side view showing the operation of the special ship shown in FIG. 1. FIG.

【図10】図9に示す専用船のその後の動作を示す側面
構成図である。
10 is a side view showing the subsequent operation of the special ship shown in FIG. 9. FIG.

【図11】本発明による水底における水平ドレーン材の
敷設装置及び敷設工法の第2実施例を示す専用船の側面
構成図である。
FIG. 11 is a side view of the construction of a dedicated ship showing a second embodiment of a laying apparatus and a laying method for a horizontal drain material on a water bottom according to the present invention.

【図12】他の例に係る穴開け装置100の概略断面構
成図である。
FIG. 12 is a schematic cross-sectional configuration diagram of a punching device 100 according to another example.

【図13】他の例に係る係止部材の埋込み装置110の
概略断面構成図である。
FIG. 13 is a schematic cross-sectional configuration diagram of a locking member embedding device 110 according to another example.

【図14】他の例に係る係止部材の埋込み装置120の
概略断面構成図である。
FIG. 14 is a schematic cross-sectional configuration diagram of a locking member embedding device 120 according to another example.

【図15】上記係止部材26とは異なる他の例の係止部
材24を示す概略斜視図である。
FIG. 15 is a schematic perspective view showing a locking member 24 of another example different from the locking member 26.

【図16】上記係止部材24,26とは異なる他の例の
係止部材を示す図であり、図16(a)はロッド材20
を用いた係止部材28を示す図であり、図16(b)は
長尺板材22を用いた係止部材29を示す図である。
FIG. 16 is a view showing a locking member of another example different from the locking members 24 and 26, and FIG. 16 (a) is a rod member 20.
It is a figure which shows the locking member 28 which used, and FIG.16 (b) is a figure which shows the locking member 29 which used the elongate board material 22. FIG.

【図17】上記係止部材24,26等とは異なる他の例
の係止部材32を示す図であり、図17(a)は水底面
4下の土中に埋め込む前の状態の係止部材32を示す図
であり、図17(b)は水底面4下の土中に埋め込んだ
後の膨張部材36を膨らませた状態の係止部材32を示
す図である。
FIG. 17 is a view showing a locking member 32 of another example different from the locking members 24, 26 and the like, and FIG. 17 (a) is a locking state before being embedded in the soil under the water bottom surface 4. FIG. 17B is a diagram showing the member 32, and FIG. 17B is a diagram showing the locking member 32 in a state where the expansion member 36 is inflated after being embedded in the soil under the water bottom surface 4.

【図18】上記係止部材24,26等とは異なる他の例
の係止部材38を示す図であり、図18(a)は水底面
4下の土中に埋め込む前の状態の係止部材38を示す図
であり、図18(b)は水底面4下の土中に埋め込んだ
後の状態の係止部材38を示す図である。
FIG. 18 is a view showing a locking member 38 of another example different from the locking members 24, 26, etc., and FIG. 18 (a) is a locking state before being embedded in the soil under the water bottom surface 4. It is a figure which shows the member 38, and FIG.18 (b) is a figure which shows the locking member 38 in the state after embedding in the soil under the water bottom surface 4. As shown in FIG.

【図19】上記係止部材24,26等とは異なる他の例
の係止部材を示す図であり、ロッド材20の上端部に水
平方向に伸びる押え部材58を取り付けた係止部材46
を示す図である。
FIG. 19 is a view showing a locking member of another example different from the locking members 24, 26, etc., and a locking member 46 in which a pressing member 58 extending in the horizontal direction is attached to the upper end portion of the rod member 20.
FIG.

【図20】上記係止部材24,26等とは異なる他の例
の係止部材を示す図であり、おもり72の側方に釣り針
状の部材76が設けられた係止部材70を示す図であ
る。
FIG. 20 is a view showing a locking member of another example different from the locking members 24, 26 and the like, showing a locking member 70 in which a hook-like member 76 is provided on the side of the weight 72. Is.

【図21】上記係止部材24,26等とは異なる他の例
の係止部材を示す図であり、比較的太くて長い鉄鋼製の
棒部材62の上端部に押え部材64を取付けた係止部材
60を示す図である。
FIG. 21 is a view showing a locking member of another example different from the locking members 24, 26 and the like, in which a holding member 64 is attached to an upper end portion of a relatively thick and long steel bar member 62. It is a figure which shows the stop member 60.

【図22】上記係止具15とは異なる他の例の係止具を
示す図であり、図22(a)は係止部材24のロッド材
20の上端部に設けられる係止ピン18を示す斜視図で
あり、図22(b)は係止部材26の長尺板材22の上
端部に設けられる係止クリップ19を示す斜視図であ
る。
FIG. 22 is a view showing a locking tool of another example different from the locking tool 15, and FIG. 22 (a) shows a locking pin 18 provided at the upper end portion of the rod member 20 of the locking member 24. 22B is a perspective view showing the locking clip 19 provided on the upper end of the long plate member 22 of the locking member 26. FIG.

【図23】上記係止具15等とは異なる他の例の係止具
を示す図であり、図23(a)は係止部材26,29等
を水底面4下の土中に埋め込んだ後、敷設部材9上に臨
くその長尺板材22の上端部に取付けた係止リング52
を示す図であり、図23(b)はその長尺板材22の上
端部に取付けたドーナツ型クリップ54を示す図であ
る。
FIG. 23 is a view showing a locking tool of another example different from the above locking tool 15 etc., and FIG. 23 (a) shows that locking members 26, 29 etc. are embedded in the soil under the water bottom surface 4. After that, the locking ring 52 attached to the upper end of the long plate member 22 facing the laying member 9
23B is a diagram showing a donut-shaped clip 54 attached to the upper end of the long plate member 22. FIG.

【図24】従来の地盤改良工事を説明する概略側面断面
図である。
FIG. 24 is a schematic side sectional view for explaining a conventional ground improvement work.

【符号の説明】[Explanation of symbols]

1 船体 2 ワイヤー 4 水底面 5 レール 6 走行支持フレーム 7 第1昇降フレーム 8 水平ドレーン材 8a 芯体 8b フィルター 9 敷設部材 10 保持装置 11 地盤補強部材 12 係止装置 13 穴開け装置 14 第2昇降フレーム 15 係止具 16 グリップ装置 18 係止ピン 19 係止クリップ 20 ロッド材 22,66 長尺板材 24,26,28,29,32,38,46,60,7
0 係止部材 27 空気抜き装置 27a 配管 34 四角板材 34a 板材 36 膨張部材 40 カートリッジ 43 係止舌片 50 保持部材 52 係止リング 54 ドーナツ型クリップ 58,64 押え部材 62 棒部材 72 おもり 76 引掛部材
1 Hull 2 Wire 4 Water Bottom 5 Rail 6 Travel Support Frame 7 First Lifting Frame 8 Horizontal Drain Material 8a Core 8b Filter 9 Laying Member 10 Holding Device 11 Ground Reinforcing Member 12 Locking Device 13 Drilling Device 14 Second Lifting Frame 15 Locking Tool 16 Grip Device 18 Locking Pin 19 Locking Clip 20 Rod Material 22,66 Long Plate Material 24, 26, 28, 29, 32, 38, 46, 60, 7
0 Locking member 27 Air venting device 27a Piping 34 Square plate material 34a Plate material 36 Expansion member 40 Cartridge 43 Locking tongue 50 Holding member 52 Locking ring 54 Donut type clip 58, 64 Pressing member 62 Bar member 72 Weights 76 Hooking member

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 船体の長さ方向に往復走行可能に設けら
れた走行支持フレームと、 前記走行支持フレームに昇降可能に支持され上下方向に
長さを有する第1昇降フレームと、 前記第1昇降フレームの下端部に設けられ水平ドレーン
材を有する敷設部材が保持される保持装置と、 前記走行支持フレームの走行長さの一端側に配置され船
体に昇降可能に設けられ上下方向に長さを有する第2昇
降フレームと、 前記第2昇降フレームの下端部に設けられ前記保持装置
から引き出される前記敷設部材の先端部を把持するグリ
ップ装置と、 前記第1昇降フレームの下端部に設けられ前記保持装置
の前記グリップ装置側の隣接部に配置されて水底面上に
水平に引き出された前記敷設部材を鉛直方向に貫く係止
部材を用いて後でめくれないように敷設部材を水底面上
に係止する係止装置と、 を備えたことを特徴とする水底における水平ドレーン材
の敷設装置。
1. A traveling support frame provided so as to be capable of reciprocating in the longitudinal direction of a hull, a first elevating frame which is vertically supported by the traveling support frame and has a length in the up-down direction, and the first elevating and lowering frame. A holding device which is provided at a lower end of the frame and holds a laying member having a horizontal drain member, and a holding device which is arranged at one end side of the traveling length of the traveling support frame and is vertically movable to a hull and has a length in a vertical direction. A second elevating frame, a grip device provided at a lower end of the second elevating frame for gripping a tip end of the laying member pulled out from the holding device, and a holding device provided at a lower end of the first elevating frame. The laying member is provided at an adjacent portion on the grip device side and is provided with a locking member that vertically penetrates the laying member that is drawn out horizontally on the water bottom surface so as not to turn over later. A locking device for locking onto water bottom, laying apparatus of the horizontal drain material in the sea bed, characterized in that it comprises a.
【請求項2】 保持装置から水平方向に引き出される水
平ドレーン材を有する敷設部材の先端部をグリップ装置
が把持し、 走行支持フレームから第1昇降フレームが下降するのと
同期して船体から第2昇降フレームが下降し、 これにより前記第1昇降フレームおよび第2昇降フレー
ムの各々の下端部に設けられた前記保持装置、係止装
置、および前記グリップ装置が水底面上に近接し、 前記水底面上に水平に配置された敷設部材を鉛直方向に
貫く係止部材を用いて前記係止装置が敷設部材を水底面
上に係止し、 前記保持装置が前記第1昇降フレームを介して前記走行
支持フレームにより水平方向に移動して前記グリップ装
置から遠ざかりながら前記保持装置から敷設部材を水平
方向に引き出して水底面上に水平に配置し、 前記敷設部材の係止と前記保持装置からの敷設部材の引
き出しを並行して行いながら水平ドレーン材を水底面上
に敷設していくことを特徴とする水底における水平ドレ
ーン材の敷設工法。
2. The grip device grips the tip of a laying member having a horizontal drain member that is pulled out horizontally from the holding device, and the second lifting frame moves downward from the hull in synchronization with the lowering of the first elevating frame from the traveling support frame. The elevating frame descends, so that the holding device, the locking device, and the grip device provided at the lower end portions of the first elevating frame and the second elevating frame respectively come close to the bottom surface of the water, and the bottom surface of the water. The locking device locks the laying member on the water bottom surface by using a locking member that vertically penetrates the laying member horizontally arranged above, and the holding device performs the traveling through the first elevating frame. While moving in the horizontal direction by the support frame and moving away from the grip device, the laying member is pulled out in the horizontal direction from the holding device and placed horizontally on the bottom surface of the water. Laying method of horizontal drain member horizontal drain material in the sea bed, characterized in that going laid on a water-bottom while the drawer laying member in parallel from the holding device and.
【請求項3】 保持装置から水平方向に引き出される水
平ドレーン材を有する敷設部材の先端部をグリップ装置
が把持し、 走行支持フレームから第1昇降フレームが下降するのと
同期して船体から第2昇降フレームが下降し、 これにより前記第1昇降フレームおよび第2昇降フレー
ムの各々の下端部に設けられた前記保持装置、係止装
置、および前記グリップ装置が水底面上に近接し、 前記水底面上に水平に配置された敷設部材を鉛直方向に
貫く係止部材を用いて前記係止装置が敷設部材を水底面
上に係止し、 前記グリップ装置が前記敷設部材の先端部を解放して前
記第2昇降フレームと共に船体側に上昇し、 前記敷設部材を保持する保持装置から敷設部材を引き出
す方向に船体が進行し、 前記係止装置が前記敷設部材を水底面上に係止し、 前記船体の進行と前記敷設部材の係止を並行して行いな
がら水平ドレーン材を水底面上に敷設していくことを特
徴とする水底における水平ドレーン材の敷設工法。
3. The grip device grips the tip of a laying member having a horizontal drain member that is pulled out horizontally from the holding device, and the first lifting frame descends from the traveling support frame in synchronism with the second hull. The elevating frame descends, so that the holding device, the locking device, and the grip device provided at the lower ends of the first elevating frame and the second elevating frame come close to the bottom surface of the water, The locking device locks the laying member on the bottom surface of the water using a locking member that vertically penetrates the laying member arranged horizontally above, and the grip device releases the tip of the laying member. The hull moves up to the hull side together with the second elevating frame, the hull advances in a direction in which the laying member is pulled out from the holding device that holds the laying member, and the locking device locks the laying member on the water bottom. A method for laying a horizontal drain material on the bottom of the water, wherein the horizontal drain material is laid on the bottom of the water while advancing the hull and locking the laying member in parallel.
【請求項4】 前記敷設部材は、前記水平ドレーン材を
これよりも幅の広い地盤補強部材と共に重ねて構成する
ことを特徴とする請求項1に記載の水底における水平ド
レーン材の敷設装置。
4. The horizontal drain material laying device according to claim 1, wherein the laying member is formed by stacking the horizontal drain material together with a ground reinforcing member having a width wider than the horizontal drain material.
【請求項5】 前記係止装置は、 前記敷設部材に前記係止部材が通る穴を開ける穴開け装
置と、 前記係止部材を保持して前記水底面下の土中に埋め込む
埋込み装置と、 前記敷設部材がめくれないように前記係止部材の上端部
に係止具を取付ける係止具取付け装置と、 を有することを特徴とする請求項1に記載の水底におけ
る水平ドレーン材の敷設装置。
5. The locking device includes a hole drilling device for drilling a hole through which the locking member passes through the laying member, and an embedding device that holds the locking member and embeds it in the soil under the water bottom. 2. A laying device for a horizontal drain material on a bottom of a water according to claim 1, further comprising: a fastener attaching device that attaches a fastener to an upper end portion of the engaging member so that the laying member does not turn over.
【請求項6】 前記水平ドレーン材は長い略板状の芯体
とこれを包囲する筒状の部材から構成され、これを敷設
する際に前記筒状の部材の内部から空気を抜く空気抜き
装置を設けたことを特徴とする請求項1に記載の水底に
おける水平ドレーン材の敷設装置。
6. The horizontal drain member is composed of a long, substantially plate-shaped core body and a tubular member surrounding the core body, and an air venting device for venting air from the inside of the tubular member when laying the core body. The apparatus for laying a horizontal drain material on a water bottom according to claim 1, wherein the apparatus is provided.
JP17028894A 1994-06-29 1994-06-29 Installation device for horizontal drain material in water bottom and installation method Pending JPH0813466A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17028894A JPH0813466A (en) 1994-06-29 1994-06-29 Installation device for horizontal drain material in water bottom and installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17028894A JPH0813466A (en) 1994-06-29 1994-06-29 Installation device for horizontal drain material in water bottom and installation method

Publications (1)

Publication Number Publication Date
JPH0813466A true JPH0813466A (en) 1996-01-16

Family

ID=15902179

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17028894A Pending JPH0813466A (en) 1994-06-29 1994-06-29 Installation device for horizontal drain material in water bottom and installation method

Country Status (1)

Country Link
JP (1) JPH0813466A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08169392A (en) * 1994-12-16 1996-07-02 Tokyu Constr Co Ltd Method for laying horizontal drain material and work barge for laying the same
WO1999047755A1 (en) * 1998-03-16 1999-09-23 Toyoha Mining Co. Ltd. Consolidation deposition method of materials containing moisture at deposition site
JP2018080541A (en) * 2016-11-18 2018-05-24 五洋建設株式会社 Composite drain body and horizontal drain consolidation method using the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08169392A (en) * 1994-12-16 1996-07-02 Tokyu Constr Co Ltd Method for laying horizontal drain material and work barge for laying the same
WO1999047755A1 (en) * 1998-03-16 1999-09-23 Toyoha Mining Co. Ltd. Consolidation deposition method of materials containing moisture at deposition site
JP2018080541A (en) * 2016-11-18 2018-05-24 五洋建設株式会社 Composite drain body and horizontal drain consolidation method using the same

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