JPH0786221B2 - Horizontal drainage equipment - Google Patents

Horizontal drainage equipment

Info

Publication number
JPH0786221B2
JPH0786221B2 JP33028590A JP33028590A JPH0786221B2 JP H0786221 B2 JPH0786221 B2 JP H0786221B2 JP 33028590 A JP33028590 A JP 33028590A JP 33028590 A JP33028590 A JP 33028590A JP H0786221 B2 JPH0786221 B2 JP H0786221B2
Authority
JP
Japan
Prior art keywords
drain material
guide
burying
hull
drain
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 - Fee Related
Application number
JP33028590A
Other languages
Japanese (ja)
Other versions
JPH04203011A (en
Inventor
雄一 谷
正志 福田
俊暢 阿部
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP33028590A priority Critical patent/JPH0786221B2/en
Publication of JPH04203011A publication Critical patent/JPH04203011A/en
Publication of JPH0786221B2 publication Critical patent/JPH0786221B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、浚渫による埋立地やヘドロ処理地等の超軟弱
地盤中に、水平方向にドレーン材を埋設するドレーン材
の水平埋設装置に関する。
TECHNICAL FIELD The present invention relates to a drain material horizontal embedding device for horizontally embedding a drain material in ultra-soft ground such as a landfill due to dredging or sludge treatment land.

(従来の技術) 一般にポンプ浚渫船での海底等の水底に堆積している軟
弱な粘性土を浚渫して埋立地へ投入すると、超軟弱地盤
が形成される。このような超軟弱地盤は従来、自然圧密
をもって次の浚渫土を投入したり、自然圧密によりある
程度の耐力が発現した後、ドレーン材を上下に打ち込
み、その上に砂等のウエイトを載せる強制圧密方法が採
られていた。
(Prior Art) Generally, when the soft cohesive soil deposited on the bottom of the sea such as the bottom of a dredger is dredged into a landfill, an ultra-soft ground is formed. Conventionally, such ultra-soft ground has been subjected to forced consolidation in which the next dredged soil is introduced with natural consolidation, or after a certain amount of proof stress has been developed due to natural consolidation, the drain material is driven up and down, and weights such as sand are placed on it. The method was adopted.

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

かかる点にかんがみ、軟弱地盤中に水平ドレーン材を埋
設し、該ドレーン材を通して軟弱地盤中の水を吸い出す
地盤改良方法が検討され、第7図に示すようにドレーン
材1を巻き取ったリール2を船上に搭載し、かつ船底下
にドレーン材1を繰り出すためのドレーン材埋設ガイド
3を突出させたドレーン材埋設船4を軟弱地盤5上の水
面上に浮かべ、軟弱地盤5中に、ドレーン材埋設ガイド
を挿入し、該ガイドから導出させたドレーン材の端部を
固定部材6に固定し、この状態でドレーン材埋設船4を
移動させつつドレーン材埋設ガイド3からドレーン材1
を繰り出しつつ水平埋設を行う装置が開発されている
(特開昭64−10813号公報)。
Considering this point, a method for ground improvement in which a horizontal drain material is embedded in soft ground and water in the soft ground is sucked through the drain material has been studied, and as shown in FIG. 7, the reel 2 wound with the drain material 1 is wound. The drain material embedding vessel 4 in which the drain material embedding guide 3 for projecting the drain material 1 under the bottom of the ship is projected on the water surface on the soft ground 5, and the drain material is placed in the soft ground 5. The buried guide is inserted, the end of the drain material pulled out from the guide is fixed to the fixing member 6, and in this state, the drain material buried ship 4 is moved while the drain material buried guide 3 is drained from the drain material 1
A device for horizontally burying the same while feeding it has been developed (Japanese Patent Laid-Open No. 64-10813).

(発明が解決しようとする課題) このような従来のドレーン材の水平埋設方法では、埋設
始端部から埋設終端部まで水平配置にドレーン材が連続
して埋設されるものであるが、第8図に示すように始端
及び終端から築堤7a,7bまでの間にドレーン材が埋設さ
れない部分a,bができ、このため築堤7a,7bに近い部分に
改良効果が出ない部分できる。このため耐力にむらが生
じ、その後の覆土等の作業に大きな支障を来すという問
題があった。
(Problems to be Solved by the Invention) In such a conventional horizontal burying method for the drain material, the drain material is continuously laid horizontally in a horizontal arrangement from the burying start end portion to the burying end portion. As shown in (1), there are portions a and b in which the drain material is not buried between the start end and the end to the embankments 7a and 7b, and therefore, portions near the embankments 7a and 7b cannot be improved. For this reason, there is a problem in that the yield strength becomes uneven and the work such as covering the soil thereafter is greatly hindered.

本発明はこのような従来の問題にかんがみ、ドレーン材
の埋設始端及び終端側にそれぞれ築堤際までドレーン材
を埋設することができ、地盤改良が全域にわたって均一
に行われるドレーン材の水平埋設装置の提供を目的とし
たものである。
In view of such a conventional problem, the present invention is capable of burying the drain material at the embedding start end and the terminal end side of the drain material up to the embankment respectively, and a horizontal embedding device for the drain material in which ground improvement is uniformly performed over the entire area. It is intended to be provided.

(課題を解決するための手段) 上述の如き従来の問題を解決し、所期の目的を達成する
ための本発明の特徴は、ドレーン材埋設作業船の船底よ
り下方に垂下され、軟弱地盤中に挿入されるドレーン材
埋設ガイドを備え、該ドレーン材埋設ガイドにドレーン
材繰出部を備えてなるドレーン材の水平埋設装置におい
て、前記ドレーン材埋設ガイドには、その地盤挿入側の
先端部に前記ドレーン材繰出部を設けるとともに、該ド
レーン材埋設ガイドは、船体に対し前記先端側を前後方
向に回動自在で、かつ長手方向に出入自在に支持され、
船体には前記ドレーン材埋設ガイドを回動動作させる回
動駆動手段と、該ドレーン材埋設ガイドを長手方向に出
入動作させる出入駆動手段とを備えたことにある。
(Means for Solving the Problem) The feature of the present invention for solving the above-mentioned conventional problems and achieving the intended purpose is that the drain material hangs down below the bottom of a work vessel for burying drain material, and A drain material burying guide to be inserted into the drain material burying guide, and a drain material burying guide having a drain material feeding part, wherein the drain material burying guide has the above-mentioned tip at the ground insertion side. A drain material feeding portion is provided, and the drain material embedding guide is supported so as to be rotatable in the front-back direction with respect to the hull with respect to the hull, and to be able to move in and out in the longitudinal direction.
The hull is provided with a rotation drive means for rotating the drain material burying guide and an in-out drive means for moving the drain material burying guide in and out in the longitudinal direction.

(作用) 本発明において、ドレーン材埋設ガイドを船底下に突出
させ、その突出長さを調節することによって軟弱地盤中
のドレーン材埋設高さが設定され、ドレーン材を繰り出
しつつ船体を前方側に進行させることによりドレーン材
が水平方向に埋設される。
(Operation) In the present invention, the drain material burying guide is projected below the bottom of the ship, and the drain material burying height in the soft ground is set by adjusting the protruding length, and the hull is moved forward while feeding the drain material. By advancing, the drain material is buried horizontally.

また、ドレーン材埋設ガイドは長手方向に出入自在で、
かつ前後方向に回動自在であるため、ドレーン材繰出部
のある先端部を船体後部下から船体前部下に移動させる
ことができ、埋設始端位置においてドレーン材繰出部を
船体後部下に位置されることにより築堤等の岸部に接近
した位置から埋設でき、また埋設終端においてドレーン
材繰出部を船体前部下に移動させることにより築堤等の
岸部に接近した位置まで埋設できる。
In addition, the drain material embedded guide can be moved in and out in the longitudinal direction,
In addition, since it is rotatable in the front-rear direction, the tip end portion with the drain material feeding portion can be moved from the lower rear portion of the hull to the lower front portion of the hull, and the drain material feeding portion is positioned below the rear portion of the hull at the buried start position. By doing so, it is possible to bury from a position close to the shore of the embankment, and at the end of the burying, by moving the drain material feeding section below the front of the hull, it can be buried to a position close to the shore of the embankment.

また、埋設始端及び終端において、ドレーン材埋設ガイ
ドを引き込みもしくは突出方向に動作させつつ回動させ
ることにより、埋設始端及び終端の埋設高さを中央部分
と同じ高さとすることができる。
Further, at the embedding start end and the terminating end, the embedding height of the embedding start end and the terminating end can be made the same as that of the central portion by rotating the drain material embedding guide while drawing or moving it in the projecting direction.

(実施例) 次に本発明の実施の一例を第1図〜第6図について説明
する。第1図〜第3図は装置全体の概略を示しており、
図において11はドレーン材埋設作業船である。この埋設
作業船11は双胴型の船体12を有し、該船体12には枠体内
に発泡スチロール等のフロート13が収容されて構成され
ている。この船体12の船底には、スタビライザ12aが前
後方向に向けて突出され、後述する軟弱地盤にこれを貫
入した状態で推進させることにより直進性を維持させる
ようにしている。
(Embodiment) Next, an embodiment of the present invention will be described with reference to FIGS. 1 to 3 show the outline of the entire apparatus,
In the figure, 11 is a drain material burying work ship. This buried work boat 11 has a catamaran-type hull 12, and the hull 12 is configured by accommodating a float 13 such as Styrofoam in a frame body. A stabilizer 12a is projected on the bottom of the hull 12 in the front-rear direction, and the straightness is maintained by propelling the stabilizer 12a while penetrating it into a soft ground described later.

船体12の上面にはリール14がブラケット15を介して回転
自在に搭載されている。
A reel 14 is rotatably mounted on a top surface of the hull 12 via a bracket 15.

リール14には不織布等よりなる中空のドレーン材16がそ
れぞれ巻き取られている。ドレーン材16は第4図に示す
ように四角形の平型をなしていて、一端16A側は盲キャ
ップ29で閉じられ、基端16Bには真空引き用ホース17が
コネクタ18を介して接続されるようになっている。
A hollow drain member 16 made of non-woven fabric or the like is wound around each reel 14. The drain member 16 has a rectangular flat shape as shown in FIG. 4, one end 16A side is closed by a blind cap 29, and a vacuum hose 17 is connected to the base end 16B via a connector 18. It is like this.

船体12の前部中央には、ドレーン材埋設ガイド20が船体
12の前後方向に回動自在で、かつ、長手方向に出入自在
に支持されている。このドレーン材埋設ガイド20は、片
面が開口したチャンネル材等よりなるガイド本体21がそ
の開口部を後向きにして支持されて構成され、このガイ
ド本体21内を経てガイドされる各ドレーン材16が該ガイ
ド本体21の先端に取付けられたガイドロール22で向きを
変えて水平に繰り出される構造になっている。
A drain material burying guide 20 is provided at the center of the front of the hull 12.
It is supported so as to be rotatable in the front-rear direction and to be able to move in and out in the longitudinal direction. The drain material embedded guide 20 is configured such that a guide body 21 made of a channel material or the like having an opening on one side is supported with its opening facing rearward, and each drain material 16 guided through the inside of the guide body 21 is A guide roll 22 attached to the tip of the guide main body 21 changes the direction, and the structure is such that the guide roll 22 is horizontally extended.

ドレーン材埋設ガイド20は角筒状をしたガイド支持筒23
内に長手方向に摺動自在に挿入されて支持されており、
このガイド支持筒23は船体12に対し、ブラケット24を介
して船幅方向の水平軸25を中心に回動自在に取り付けら
れている。これによってドレーン材埋設ガイド20は船体
の双胴間より船底側に回動され、かつ同時に長手方向に
出入できるようになっている。
The drain material embedded guide 20 is a rectangular tube-shaped guide support tube 23.
It is slidably inserted in the inside and supported.
The guide support cylinder 23 is attached to the hull 12 via a bracket 24 so as to be rotatable about a horizontal shaft 25 in the ship width direction. As a result, the drain material burying guide 20 is rotated toward the ship bottom side from between the catamaran of the hull, and at the same time, can be moved in and out in the longitudinal direction.

また、ドレーン材埋設ガイド20は回動駆動手段により回
動されて前後方向の傾斜角度が変更されるとともに、出
入駆動手段によって長手方向に出入動作されるようにな
っている。
Further, the drain material burying guide 20 is rotated by the rotation driving means to change the inclination angle in the front-rear direction, and is also moved in and out in the longitudinal direction by the movement driving means.

回動駆動手段は、前後の一対のウインチ26a,26b、これ
によって巻き取られる引張ワイヤー27a,27bとからな
り、後ウインチ26bのワイヤー27bを繰り出しつつ前ウイ
ンチ26aによってワイヤー27aを巻き取ることによりドレ
ーン材埋設ガイド20の繰出端側を前方に動作され、逆に
前ウインチ26aのワイヤー27aを繰り出しつつ後ウインチ
26bによってワイヤー27bを巻き取ることにより同繰出端
側を後方に動作させるようになっている。なお、後ウイ
ンチ26bの巻き上げによりドレーン材埋設ガイド20は、
第2図中仮線で示すように水平の向きになるまで動作さ
れるようになっている。
The rotation driving means is composed of a pair of front and rear winches 26a, 26b and pulling wires 27a, 27b wound by the winches 26a, 27b. The feeding end side of the material embedding guide 20 is moved forward, while the wire 27a of the front winch 26a is fed out while the rear winch is being fed.
The wire 27b is wound by 26b so that the feeding end side is moved backward. By the hoisting of the rear winch 26b, the drain material burying guide 20 is
As shown by the phantom line in FIG. 2, it is operated until it is oriented horizontally.

また、出入駆動手段は、ガイド支持筒23に支持させた上
下のウインチ28a,28bと、これによって巻き取られる引
張ワイヤー29a,29bとからなり、下ウインチ28bのワイヤ
ー29bを繰り出しつつ上ウインチ28aよりドレーン材埋設
ガイド20のドレーン材送り込み側端部に連結したワイヤ
ー29aを巻き取ることによってドレーン材埋設ガイド20
の繰出側に摺動され、逆にウインチ28aのワイヤー29aを
繰り出しつつドレーン材埋設ガイド20のドレーン材繰出
端側に連結したワイヤー29bを巻き取ることにより同ガ
イド20が引き込み側に摺動されるようになっている。
Further, the in-and-out drive means is composed of upper and lower winches 28a and 28b supported by the guide support cylinder 23, and pulling wires 29a and 29b wound by the winch 28a and 28b, and from the upper winch 28a while feeding out the wire 29b of the lower winch 28b. The drain material burying guide 20 is wound by winding the wire 29a connected to the drain material feeding side end of the drain material burying guide 20.
Of the winch 28a, while the wire 29a of the winch 28a is unwound and the wire 29b connected to the drain material feeding end side of the drain material embedded guide 20 is wound up, the guide 20 is slid to the pull-in side. It is like this.

次に上述した装置による水平ドレーン材の埋設操作例に
ついて説明する。
Next, an example of burying operation of the horizontal drain material by the above-mentioned device will be described.

まず埋設端側において、第5図(a)に示すようにドレ
ーン材埋設ガイド20の繰出端が船体後部下に位置するよ
うに傾斜角度及び突出長さを調節し、ドレーン材16の先
端にコネクタ18を介して真空引き用ホース17を連結した
状態となす。これによってドレーン材16の先端が埋設始
端の築堤7aに接近した位置に導出される。
First, on the buried end side, as shown in FIG. 5A, the inclination angle and the protruding length are adjusted so that the feeding end of the drain material buried guide 20 is located below the rear part of the hull, and the connector is attached to the tip of the drain material 16. A vacuuming hose 17 is connected via 18 As a result, the tip of the drain material 16 is led out to a position close to the embankment 7a at the beginning of burying.

この状態で第5図(b)に示すようにドレーン材16を繰
り出しつつドレーン材埋設作業船11を前方側に移動させ
る。これによってドレーン材16が軟弱地盤5内のドレー
ン材繰出部高さに水平に埋設される。
In this state, as shown in FIG. 5 (b), the drain material-embedded work boat 11 is moved forward while feeding the drain material 16. As a result, the drain material 16 is horizontally embedded in the soft ground 5 at the drain material feeding portion height.

そして、反対側の対岸の築堤7bの全面の埋設終端位置に
て埋設作業船11の進行を止め、船上にて各ドレーン材16
を必要な長さだけ残し、終端に第4図に示すように盲キ
ャップ29を装着した状態で第5図(c)に示すようにド
レーン材埋設ガイド20を引き込みつつ直立方向側に回動
させ、ドレーン材繰出部を、その高さを変化させないで
前方に移動させる。これによって対岸に接近した位置ま
でドレーン材16が埋設される。
Then, at the burying end position on the entire surface of the embankment 7b on the opposite side, the operation of the burying work vessel 11 is stopped and each drain material 16
With the required length left, and with the blind cap 29 attached at the end as shown in FIG. 4, rotate the drain material burying guide 20 in the upright direction while pulling in the drain material burying guide 20 as shown in FIG. 5 (c). , The drain material feeding portion is moved forward without changing its height. As a result, the drain material 16 is buried to a position close to the opposite bank.

軟弱地盤層の厚さが大きい場合には高さを違えて下側か
ら前述した埋設操作を複数回行い、第6図に示す如く多
段配置にドレーン材16を埋設する。
When the thickness of the soft ground layer is large, the height is different and the above-described embedding operation is performed a plurality of times from the lower side to embed the drain material 16 in multiple stages as shown in FIG.

(発明の効果) 上述したように本発明のドレーン材の水平埋設装置にお
いては、ドレーン材埋設ガイドを長手方向に出入自在と
なすとともに、前後方向に回動自在としたことにより埋
設作業船を埋設始端及び終端においてドレーン材埋設ガ
イドを回動させるとともに、出入動作させるという簡単
な作業により、両端位置に未改良部分を残さないように
ドレーン材の水平埋設が可能となったものである。
(Effects of the Invention) As described above, in the drain material horizontal embedding device of the present invention, the drain material embedding guide is movable in the longitudinal direction and is rotatable in the front-rear direction, thereby embedding the embedding work boat. The drain material burying guide is rotated at the start end and the terminal end, and the drain material can be horizontally buried without leaving unmodified portions at both ends by a simple work of moving in and out.

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

第1図は本発明の係る装置の実施例の平面図、第2図は
同側面図、第3図は同正面図、第4図はドレーン材の端
部の斜視図、第5図(a)〜(c)はドレーン材埋設例
の各工程を示す側面図、第6図はドレーン材の埋設状態
を示す断面図、第7図は従来装置の側面図、第8図は従
来装置によるドレーン材埋設状態の側面図である。 11……埋設作業船、12……船体、12a……スタビライ
ザ、13……フロート、14……リール、15……ブラケッ
ト、16……ドレーン材、17……真空引きホース、18……
コネクタ、20……ドレーン材埋設ガイド、21……ガイド
本体、23……ガイド支持筒、24……ブラケット、25……
水平軸、26a,26b……前後ウインチ、27a,27b,29a,29b…
…ワイヤー、28a,28b……上下ウインチ、7a,7b……築
堤。
1 is a plan view of an embodiment of an apparatus according to the present invention, FIG. 2 is a side view of the same, FIG. 3 is a front view of the same, FIG. 4 is a perspective view of an end portion of a drain member, and FIG. ) To (c) are side views showing respective steps of the drain material burying example, FIG. 6 is a cross-sectional view showing a buried state of the drain material, FIG. 7 is a side view of a conventional apparatus, and FIG. 8 is a drain by the conventional apparatus. It is a side view of a material burial state. 11 …… Buried work boat, 12 …… Hull, 12a …… Stabilizer, 13 …… Float, 14 …… Reel, 15 …… Bracket, 16 …… Drain material, 17 …… Vacuum hose, 18 ……
Connector, 20 …… Drain material embedded guide, 21 …… Guide body, 23 …… Guide support tube, 24 …… Bracket, 25 ……
Horizontal axis, 26a, 26b …… Front and rear winches, 27a, 27b, 29a, 29b…
… Wires, 28a, 28b …… Upper and lower winches, 7a, 7b… Embankments.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】ドレーン材埋設作業船の船底より下方に垂
下され、軟弱地盤中に挿入されるドレーン材埋設ガイド
を備え、該ドレーン材埋設ガイドにドレーン材繰出部を
備えてなるドレーン材の水平埋設装置において、前記ド
レーン材埋設ガイドには、その地盤挿入側の先端部に前
記ドレーン材繰出部を設けるとともに、該ドレーン材埋
設ガイドは、船体に対し前記先端側を前後方向に回動自
在で、かつ長手方向に出入自在に支持され、船体には前
記ドレーン材埋設ガイドを回動動作させる回動駆動手段
と、該ドレーン材埋設ガイドを長手方向に出入動作させ
る出入駆動手段とを備えたことを特徴としてなるドレー
ン材の水平埋設装置。
1. A horizontal drain material, which comprises a drain material burying guide that is hung below the bottom of a drain material burying work ship and is inserted into soft ground, and the drain material burying guide has a drain material feeding portion. In the burying device, the drain material burying guide is provided with the drain material feeding portion at a tip portion on the ground insertion side thereof, and the drain material burying guide is rotatable in the front-rear direction on the tip side with respect to a hull. Further, the hull is supported so as to be able to move in and out in the longitudinal direction, and the hull is provided with a rotation driving means for rotating the drain material burying guide, and an in / out driving means for moving the drain material burying guide in the longitudinal direction. Horizontal burying device for drain material.
JP33028590A 1990-11-30 1990-11-30 Horizontal drainage equipment Expired - Fee Related JPH0786221B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33028590A JPH0786221B2 (en) 1990-11-30 1990-11-30 Horizontal drainage equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33028590A JPH0786221B2 (en) 1990-11-30 1990-11-30 Horizontal drainage equipment

Publications (2)

Publication Number Publication Date
JPH04203011A JPH04203011A (en) 1992-07-23
JPH0786221B2 true JPH0786221B2 (en) 1995-09-20

Family

ID=18230943

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33028590A Expired - Fee Related JPH0786221B2 (en) 1990-11-30 1990-11-30 Horizontal drainage equipment

Country Status (1)

Country Link
JP (1) JPH0786221B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3605163B2 (en) * 1994-12-16 2004-12-22 東急建設株式会社 Method of laying horizontal drain material and laying work boat
JP5648959B2 (en) * 2010-12-22 2015-01-07 五洋建設株式会社 Method for improving consolidation of soft ground and consolidation improved ground
JP5626680B2 (en) * 2010-12-22 2014-11-19 五洋建設株式会社 Drain material horizontal installation device on soft ground

Also Published As

Publication number Publication date
JPH04203011A (en) 1992-07-23

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