JP5626680B2 - Drain material horizontal installation device on soft ground - Google Patents

Drain material horizontal installation device on soft ground Download PDF

Info

Publication number
JP5626680B2
JP5626680B2 JP2010285867A JP2010285867A JP5626680B2 JP 5626680 B2 JP5626680 B2 JP 5626680B2 JP 2010285867 A JP2010285867 A JP 2010285867A JP 2010285867 A JP2010285867 A JP 2010285867A JP 5626680 B2 JP5626680 B2 JP 5626680B2
Authority
JP
Japan
Prior art keywords
drain material
guide member
drain
soft ground
ground
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.)
Active
Application number
JP2010285867A
Other languages
Japanese (ja)
Other versions
JP2012132226A (en
Inventor
熊谷 隆宏
隆宏 熊谷
省三 池田
省三 池田
歩 松本
歩 松本
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.)
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 JP2010285867A priority Critical patent/JP5626680B2/en
Publication of JP2012132226A publication Critical patent/JP2012132226A/en
Application granted granted Critical
Publication of JP5626680B2 publication Critical patent/JP5626680B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

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

Description

本発明は、主に浚渫土からなる軟弱土を貯留させた軟弱土処理場や埋立地の軟弱地盤中に水平方向に向けてドレーン材を埋設する軟弱地盤へのドレーン材水平設置装置に関する。 The present invention relates to a drain material horizontal installation device for soft ground in which a drain material is buried in a horizontal direction in a soft soil treatment site in which soft soil mainly composed of dredged soil is stored or in a soft ground in a landfill.

従来、浚渫土からなる軟弱土を貯留させた軟弱土処理場や埋立地の地盤改良においては、軟弱地盤中にドレーン材をその長さ方向を水平方向に向けて埋設し、このドレーン材を通して軟弱地盤中の水を吸い出す方法が知られている(例えば特許文献1)。   Conventionally, in soft soil treatment plants where soft soil made of dredged soil has been stored and land improvement in landfills, drain material is buried in the soft ground with its length direction set in the horizontal direction, and the softness is passed through this drain material. A method of sucking out water in the ground is known (for example, Patent Document 1).

このドレーン材を水平に埋設するには、図10に示すように、ドレーン材100を巻き取ったリール102を搭載した作業船103を軟弱地盤101上の水面に浮かべ、その作業船103下の軟弱地盤101中にドレーン材100を埋設するためのガイド部材104を挿入し、その状態で作業船103を移動させるとともにガイド部材104の進行方向後側よりドレーン材100を繰り出すことにより軟弱地盤100中にドレーン材長さ方向を水平方向に向けてドレーン材100を埋設するようになっている。   In order to bury the drain material horizontally, as shown in FIG. 10, a work ship 103 carrying a reel 102 around which the drain material 100 is wound is floated on the water surface on the soft ground 101, and the soft under the work ship 103 is floated. A guide member 104 for embedding the drain material 100 is inserted into the ground 101, and the work boat 103 is moved in that state, and the drain material 100 is fed out from the rear side in the traveling direction of the guide member 104 to enter the soft ground 100. The drain material 100 is embedded with the drain material length direction oriented in the horizontal direction.

このドレーン材100は、運搬や施工等の利便上リール102に巻き取った状態にしておく必要があり、そのため横断面の幅方向が厚み方向に比して長い矩形状に形成されたもの等のようにリール半径方向、即ちドレーン材横断面の厚み方向に曲げ易いものが使用されている。   This drain material 100 needs to be wound around the reel 102 for convenience of transportation, construction, etc., so that the width direction of the cross section is formed in a rectangular shape longer than the thickness direction, etc. In this way, a material that can be easily bent in the reel radial direction, that is, the thickness direction of the drain material cross section is used.

また、軟弱地盤100中に挿入されたガイド部材104からドレーン材100をその長さ方向を水平方向に向けて繰り出すためには、ドレーン材100をガイド部材104の挿入方向から水平方向に方向転換する必要があり、その為、曲げ易い横断面の厚み方向を地盤深さ方向に向けてドレーン材を埋設するようになっている。   Further, in order to feed the drain material 100 from the guide member 104 inserted into the soft ground 100 with its length direction directed in the horizontal direction, the direction of the drain material 100 is changed from the insertion direction of the guide member 104 to the horizontal direction. Therefore, the drain material is embedded with the thickness direction of the cross section that is easy to bend directed to the ground depth direction.

特開平04−203011号公報Japanese Patent Laid-Open No. 04-203011

しかし上述の如き従来の技術では、厚み方向を深さ方向に向けてドレーン材100を埋設するため、軟弱地盤101中でその土圧を受けてドレーン材100が地盤深さ方向で撓み易く、図12に示すように、各地点a,bにおけるドレーン材100,100間の地盤深さ方向の間隔を一定とすることが困難であり、その為各地点において均一に圧密沈下がなされず、圧密による地盤改良効果も各地点によってばらつきが生じる虞があり、その結果一部に地盤改良効果の低い箇所が生じる虞があるという問題があった。   However, in the conventional technology as described above, since the drain material 100 is embedded with the thickness direction in the depth direction, the drain material 100 is easily bent in the ground depth direction due to the earth pressure in the soft ground 101. As shown in FIG. 12, it is difficult to make the distance in the ground depth direction between the drain materials 100, 100 at the respective points a, b constant, so that the consolidation does not settle uniformly at each point, and due to consolidation. There is also a possibility that the ground improvement effect may vary depending on each point, and as a result, there is a possibility that a part having a low ground improvement effect may occur.

本発明は、このような従来の問題に鑑み、ドレーン材を撓み難い方向で埋設し、各ドレーン材間の間隔を一定に保つことができるようにする軟弱地盤へのドレーン材水平設置装置の提供を目的としてなされたものである。 In view of such a conventional problem, the present invention provides a drain material horizontal installation device on soft ground in which the drain material is embedded in a direction in which it is difficult to bend and the interval between the drain materials can be kept constant. It was made for the purpose.

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請求項1に記載の発明の特徴は、作業船に搭載されたドレーン材を軟弱地盤中に繰り出すためのガイド部材と、該ガイド部材に前記ドレーン材を供給するドレーン材供給手段とを備え、該ガイド部材を軟弱地盤に挿入させた状態で前記作業船を移動させることにより、前記ガイド部材の作業船進行方向後方側より1又は複数本の前記ドレーン材を繰り出し、前記軟弱地盤内へ前記ドレーン材をその長さ方向を水平方向に向けて埋設するようにしてなる軟弱地盤へのドレーン材水平埋設装置において、ドレーン材横断面の幅が厚みより長く形成されたドレーン材を、その長さ方向を水平方向に向けるとともに、前記幅方向を地盤の上下方向に向けて前記ガイド部材より繰り出すための捩りガイド手段を備え、前記ドレーン材供給手段は、前記ドレーン材をその厚み方向を作業船進行方向に向けて供給し、且つ、前記ガイド部材は、その幅方向を作業船の進行方向に向け、前記捩りガイド手段は、前記ドレーン材供給手段より供給されたドレーン材をその幅方向が作業船進行方向に向くようにガイドする導入側捩りガイド部材を前記ガイド部材の供給手段側に備え、前記ドレーン材をその長さ方向を水平方向に向けるとともに、前記幅方向が地盤の上下方向に向くようにガイドする繰り出し側捩りガイド部材を前記ガイド部材の先端側に備えたドレーン材水平設置装置にある。 The feature of the invention according to claim 1 for solving the conventional problems as described above and achieving an intended object is a guide member for feeding a drain material mounted on a work ship into soft ground, Drain material supply means for supplying the drain material to the guide member, and by moving the work ship in a state where the guide member is inserted into soft ground, the guide member is moved from the rear side in the working ship traveling direction. In the horizontal drainage device for drainage material in soft ground, the drainage material is laid out in such a manner that one or more drainage materials are fed out and the lengthwise direction of the drain material is buried in the soft ground. To draw a drain material having a surface width longer than the thickness from the guide member with the length direction oriented in the horizontal direction and the width direction oriented in the vertical direction of the ground. Comprising a twisting guide means, said drain member supply means, said drain member is supplied toward the work ship traveling direction the thickness direction, and the guide member, towards the width direction in the traveling direction of the work ship, The torsion guide means includes an introduction-side torsion guide member on the supply means side of the guide member for guiding the drain material supplied from the drain material supply means so that the width direction thereof is directed to the working ship traveling direction. The drain material horizontal installation apparatus is provided with a feeding-side torsion guide member on the tip side of the guide member that guides the material such that its length direction is in the horizontal direction and the width direction is in the vertical direction of the ground .

請求項2に記載の発明の特徴は、請求項1の構成に加え、前記ガイド部材は、前記ドレーン材の移動を補助するための移動補助手段を備えたことにある。 According to a second aspect of the present invention, in addition to the configuration of the first aspect, the guide member includes movement assisting means for assisting movement of the drain material.

請求項3に記載の発明の特徴は、請求項2の構成に加え、前記移動補助手段は、前記ガイド部材の内側に配置された摩擦抵抗の少ない滑動材であることにある。 According to a third aspect of the present invention, in addition to the structure of the second aspect , the movement assisting means is a sliding material having a low frictional resistance disposed inside the guide member.

請求項4に記載の発明の特徴は、請求項2の構成に加え、前記移動補助手段は、前記ガイド部材のガイドする方向に沿って配置されたガイド用ローラであることにある。 According to a fourth aspect of the present invention, in addition to the configuration of the second aspect, the movement assisting means is a guide roller arranged along a direction in which the guide member guides.

また、本発明に係るドレーン材水平設置装置では、作業船に搭載されたドレーン材を軟弱地盤中に繰り出すためのガイド部材と、該ガイド部材に前記ドレーン材を供給するドレーン材供給手段とを備え、該ガイド部材を軟弱地盤に挿入させた状態で前記作業船を移動させることにより、前記ガイド部材の作業船進行方向後方側より1又は複数本の前記ドレーン材を繰り出し、前記軟弱地盤内へ前記ドレーン材をその長さ方向を水平方向に向けて埋設するようにしてなる軟弱地盤へのドレーン材水平埋設装置において、ドレーン材横断面の幅が厚みより長く形成されたドレーン材を、その長さ方向を水平方向に向けるとともに、前記幅方向を地盤の上下方向に向けて前記ガイド部材より繰り出すための捩りガイド手段を備えたことにより、ドレーン材を地盤深さ方向で撓み難いように設置することができる。   Further, the drain material horizontal installation device according to the present invention includes a guide member for feeding the drain material mounted on the work boat into the soft ground, and a drain material supply means for supplying the drain material to the guide member. Then, by moving the work ship in a state where the guide member is inserted into the soft ground, one or a plurality of the drain materials are fed out from the rear side in the work ship traveling direction of the guide member, and the work is moved into the soft ground. In a drain material horizontal burying device for soft ground, where the length direction of the drain material is embedded in the horizontal direction, the length of the drain material whose width of the drain material cross section is longer than the thickness is A twist guide means for directing the horizontal direction and extending the width direction from the guide member in the vertical direction of the ground. The emission material may be installed as difficult bending in soil depth.

更に本発明において、前記捩りガイド手段は、前記ガイド部材の先端側に、前記ドレーン材をその長さ方向を水平方向に向けるとともに、前記幅方向が地盤の上下方向に向くようにガイドする繰り出し側捩りガイド部材を備えたことにより、ドレーン材の向きをスムースに転換することができる。   Furthermore, in the present invention, the torsion guide means guides the drain material to the distal end side of the guide member so that the length direction of the drain member is directed in the horizontal direction and the width direction is directed to the vertical direction of the ground. By providing the twist guide member, the direction of the drain material can be smoothly changed.

また本発明において、前記ガイド部材の幅方向を作業船の進行方向に向けたことにより、ガイド部材を軟弱地盤から受ける抵抗が少なく、スムースに作業を行うことができる。   In the present invention, since the width direction of the guide member is directed to the traveling direction of the work ship, the resistance of the guide member from the soft ground is small, and the work can be performed smoothly.

また本発明において、前記ドレーン材供給手段は、前記ドレーン材をその厚み方向を作業船進行方向に向けて供給し、前記捩りガイド手段は、前記ガイド部材の供給手段側に前記ドレーン材供給手段より供給されたドレーン材をその幅方向が作業船進行方向に向くようにガイドする導入側捩りガイド部材を備えたことにより、ガイド部材を軟弱地盤から受ける抵抗が少ない方向に向けることができ、スムースに作業を行うことができる。   Further, in the present invention, the drain material supply means supplies the drain material with its thickness direction directed toward the work ship traveling direction, and the torsion guide means is provided on the supply means side of the guide member from the drain material supply means. By providing an introduction-side torsion guide member that guides the supplied drain material so that its width direction is in the direction of the work vessel, the guide member can be directed in a direction with less resistance from soft ground. Work can be done.

更に本発明において、前記ガイド部材は、前記ドレーン材の移動を補助するための移動補助手段を備えたことにより、スムースに方向転換を図ることができる。   Furthermore, in this invention, the said guide member can aim at the direction change smoothly by providing the movement assistance means for assisting the movement of the said drain material.

更に本発明において、前記移動補助手段は、前記ガイド部材の内側に配置された摩擦抵抗の少ない滑動材であることにより、又は、前記移動補助手段は、前記ガイド部材のガイドする方向に沿って配置されたガイド用ローラであることにより、スムースに方向転換を図ることができる。   Further, in the present invention, the movement assisting means is a sliding material having a low frictional resistance disposed inside the guide member, or the movement assisting means is disposed along the direction in which the guide member guides. By using the guide roller, the direction can be smoothly changed.

(a)は本発明に係るドレーン材設置装置の一例を示す側面図、(b)は同背面図である。(A) is a side view which shows an example of the drain material installation apparatus based on this invention, (b) is the same rear view. 本発明に使用するドレーン材の一例を示す斜視図である。It is a perspective view which shows an example of the drain material used for this invention. 図1中の捩りガイド部材の概略を示す側面図である。It is a side view which shows the outline of the twist guide member in FIG. 同上の捩りガイド部材の他の一例の概略を示す側面図である。It is a side view which shows the outline of another example of the twist guide member same as the above. (a)は本発明に係るドレーン材設置装置の他の一例を示す側面図、(b)は同背面図である。(A) is a side view which shows another example of the drain material installation apparatus based on this invention, (b) is the same rear view. 図5中の繰り出し側捩りガイド部材の概略を示す側面図である。FIG. 6 is a side view showing an outline of a feeding side torsion guide member in FIG. 5. 本発明に係るドレーン材の水平設置方法のドレーン材埋設行程の概略を示す側面図である。It is a side view which shows the outline of the drain material embedding process of the horizontal installation method of the drain material which concerns on this invention. 本発明によるドレーン材の設置状態を示す横断面図である。It is a cross-sectional view which shows the installation state of the drain material by this invention. 本発明に係るドレーン材設置装置の他の実施例を示す側面図である。It is a side view which shows the other Example of the drain material installation apparatus which concerns on this invention. 従来のドレーン材の水平埋設行程の概略を示す側面図である。It is a side view which shows the outline of the horizontal burial process of the conventional drain material. 従来方法によるドレーン材の設置状態を示す横断面図である。It is a cross-sectional view which shows the installation state of the drain material by a conventional method. 同上の縦断面図である。It is a longitudinal cross-sectional view same as the above.

次に、本発明に係るドレーン材水平設置装置の実施の態様を図1〜図4に示した実施例に基づいて説明する。尚、図中符号10は軟弱地盤である。   Next, an embodiment of the drain material horizontal installation device according to the present invention will be described based on the embodiment shown in FIGS. In addition, the code | symbol 10 in a figure is a soft ground.

このドレーン材水平設置装置は、作業船11に搭載されたドレーン材2を作業船下の軟弱地盤中10に繰り出すためのガイド部材12を備え、ガイド部材12を軟弱地盤10中に挿入した状態で作業船11を移動させるとともにガイド部材12からドレーン材2を繰り出すことにより軟弱地盤10中にドレーン材2がその長さ方向を水平方向に向けて埋設できるようになっている。   The drain material horizontal installation device includes a guide member 12 for feeding the drain material 2 mounted on the work boat 11 to the soft ground 10 under the work boat, and the guide member 12 is inserted into the soft ground 10. By moving the work ship 11 and feeding out the drain material 2 from the guide member 12, the drain material 2 can be embedded in the soft ground 10 with its length direction oriented in the horizontal direction.

作業船11は、双胴型の船体13を有し、船体13には発泡スチロール等のフロートが収容されて構成されている。   The work ship 11 has a twin-hull type hull 13, and the hull 13 is configured to accommodate a float such as polystyrene foam.

この作業船11は、例えば、船体の前後に牽引用ワイヤロープ14,15を連結しておき、この両牽引用ワイヤロープ14,15を軟弱土収容部の互いに対向する岸に設置されたウインチをもって巻き取り繰り出し操作することによって埋設方向側に移動できるようにしている。   For example, the work ship 11 has tow wire ropes 14 and 15 connected to the front and rear of the hull, and has both winch wire ropes 14 and 15 installed on opposite shores of the soft soil container. It is possible to move to the embedding direction side by performing the winding and unwinding operation.

また、この作業船11には、船体上面部にドレーン材供給手段を構成するドレーンリール16を搭載するための台座17が設置され、この台座17上にブラケット18を介して回転自在に支持されたドレーンリール16が船体幅方向に間隔を置いて複数配置されている。   Further, the work boat 11 is provided with a pedestal 17 for mounting a drain reel 16 constituting a drain material supply means on the upper surface of the hull, and is rotatably supported on the pedestal 17 via a bracket 18. A plurality of drain reels 16 are arranged at intervals in the hull width direction.

各ドレーンリール16には、ドレーン材2がそれぞれ巻き取られており、各ドレーンリール16から船体前方に向けて繰り出されたドレーン材2がガイドローラ19を経て作業船の進行方向に厚み方向を向けてガイド部材12に供給されるようになっている。   The drain material 2 is wound around each drain reel 16, and the drain material 2 fed out from each drain reel 16 toward the front of the hull is directed through the guide roller 19 in the thickness direction in the traveling direction of the work boat. Are supplied to the guide member 12.

尚、ブラケット18には、ドレーンリール16を回転させるための図示しない駆動手段を備え、この駆動手段によりドレーンリール16を回転させてドレーン材2を自動的に繰り出すことができるようになっている。   The bracket 18 is provided with a driving means (not shown) for rotating the drain reel 16, and the drain reel 16 can be rotated by this driving means so that the drain material 2 can be automatically fed out.

ドレーン材2には、例えば図2に示す幅方向長さが厚み方向長さに比して長い矩形状のプラスチックドレーン等を使用でき、このプラスチックドレーンは、断面方形波状の心材3の両面に布状の透水材4,4を貼り付けることにより、内部に長手方向に向けた複数の通水路5,5...が形成され、透水材4を透過して外部の水が通水路5,5...内に流れ込むようになっている。   As the drain material 2, for example, a rectangular plastic drain whose width direction length shown in FIG. 2 is longer than the thickness direction length can be used. A plurality of water passages 5, 5... In the longitudinal direction are formed inside by pasting the water permeable materials 4, 4, and external water passes through the water permeable material 4 and the water passages 5, 5. ... and flow into it.

心材の形状については、上述した断面方形波状の他、断面波形状、三角波状、鋸刃状その他の形状であってもよい。   The shape of the core material may be a cross-sectional wave shape, a triangular wave shape, a saw blade shape, or the like other than the above-described square wave shape.

このドレーン材2は、ガイド部材12に通されるとともに、捩りガイド手段を経ることにより、その長さ方向を水平方向に向けるとともに、その幅方向を地盤の上下方向に向けて繰り出されるようになっている。尚、地盤の上下方向とは、地盤深さ方向と一致する方向の他、斜め上下方向も含むものとする。   The drain material 2 is passed through the guide member 12 and passed through the torsion guide means so that the length direction thereof is directed in the horizontal direction and the width direction thereof is extended in the vertical direction of the ground. ing. In addition, the vertical direction of the ground includes not only the direction matching the ground depth direction but also the oblique vertical direction.

ガイド部材12は、幅に比べ厚みが薄い角筒状に形成され、捩りガイド手段は、ガイド部材の先端側に繰り出し側捩りガイド部材21を備え、この繰り出し側捩りガイド部材21よりドレーン材2がその長さ方向を水平方向に向けるとともに、幅方向を上下方向に向けて繰り出されるようになっている。   The guide member 12 is formed in a rectangular tube shape whose thickness is smaller than the width, and the torsion guide means is provided with a feeding side torsion guide member 21 at the tip end side of the guide member, and the drain material 2 is formed by the feeding side torsion guide member 21. The length direction is directed in the horizontal direction and the width direction is extended in the vertical direction.

繰り出し側捩りガイド部材21は、ガイド部材12の本体部と連続配置に形成された導入部21aと、ドレーン材が繰り出される導出部21bとを捩れた形状の捩り曲げ管部21cにより連結した形状に形成されている。尚、図中符号20は繰り出し孔である。   The feeding-side torsion guide member 21 has a shape in which a main body portion of the guide member 12 and an introduction portion 21a formed in a continuous arrangement and a lead-out portion 21b from which a drain material is fed are connected by a twisted bending tube portion 21c. Is formed. In the figure, reference numeral 20 denotes a feeding hole.

この繰り出し側捩りガイド部材21内には、図3に示すように、移動補助手段としてガイド用ローラ22,22...を、ドレーン材2をガイドする方向に沿って配置し、このガイドローラ22,22間にドレーン材2を通すことにより繰り出し側捩りガイド部材内の移動が補助され、ドレーン材2に捩りを加えると同時に曲げを加えるようになっている。   As shown in FIG. 3, guide rollers 22, 22... Are arranged in the supply side torsion guide member 21 along the direction in which the drain material 2 is guided. , 22, the movement in the feeding side torsion guide member is assisted by passing the drain material 2 between them, and the drain material 2 is twisted at the same time as being twisted.

また、繰り出し側捩りガイド部材21内には、図4に示すように、上述のガイド用ローラ22に代えて、プラスチック製板材等からなる摩擦抵抗の少ない滑動材23,23...を移動補助手段として繰り出し側捩りガイド部材内側面に貼り付けておいてもよい。   Further, as shown in FIG. 4, in the feeding side torsion guide member 21, sliding materials 23, 23. As a means, it may be affixed to the inner surface of the feeding side torsion guide member.

一方、ガイド部材12は、上述の実施例の他、図5に示すように幅方向を作業船の進路方向に向けてもよい。   On the other hand, the guide member 12 may direct the width direction to the course direction of the work ship as shown in FIG. 5 in addition to the above-described embodiment.

この場合、捩りガイド手段30は、導入側捩りガイド部材31をガイド部材12の軟弱地盤表面より上に位置するように設置するとともに、ガイド部材先端側に繰り出し側捩りガイド部材32を備えている。   In this case, the torsion guide means 30 is provided with the introduction side torsion guide member 31 so as to be positioned above the soft ground surface of the guide member 12, and is provided with a feeding side torsion guide member 32 on the front end side of the guide member.

導入側捩りガイド部材31は、ドレーン材供給手段側の導入部と繰り出し部側の導出部とが直角を成す方向に捩れた管状に形成され、この捩り用ガイド管31にドレーン材2を通すことにより、ドレーン材2の幅方向の向きを90度回転させるようになっている。   The introduction-side torsion guide member 31 is formed in a tubular shape in which the introduction portion on the drain material supply means side and the lead-out portion on the feeding portion side are twisted in a perpendicular direction, and the drain material 2 is passed through the torsion guide tube 31. Thus, the direction of the width direction of the drain material 2 is rotated by 90 degrees.

従って、厚み方向を進行方向に向けてドレーンリール16から繰り出されたドレーン材2を90度方向転換して幅方向が進行方向に向けられるので、幅方向を進行方向に向けたガイド部材12に挿入することができる。このとき、ガイド部材12は、進路方向にその幅方向を向けたことにより軟弱地盤10より受ける抵抗が低減されてドレーン材2の設置作業を安定した状態で行うことができる。   Therefore, since the drain material 2 fed from the drain reel 16 is turned 90 degrees with the thickness direction in the traveling direction and the width direction is directed in the traveling direction, it is inserted into the guide member 12 with the width direction directed in the traveling direction. can do. At this time, the guide member 12 can be installed in a stable state because the resistance received from the soft ground 10 is reduced by directing its width direction in the course direction.

一方、繰り出し側捩りガイド部材32は、図6に示すように、作業船の進路方向後側に向けて延長された筒状に形成され、幅方向を作業船の進路方向に向けた状態のドレーン材2を、斜め方向に傾けて設置された繰り出し用ローラ33を介して曲げることによりドレーン材2の長さ方向を水平方向に向けるとともに、幅方向を地盤の上下方向に向けて繰り出すようになっている。   On the other hand, as shown in FIG. 6, the payout side torsion guide member 32 is formed in a cylindrical shape extending toward the rear side in the course direction of the work ship, and the drain in a state where the width direction is directed to the course direction of the work ship. The material 2 is bent through a feed roller 33 installed in an oblique direction so that the length direction of the drain material 2 is directed in the horizontal direction and the width direction is directed in the vertical direction of the ground. ing.

尚、ガイド部材12をその幅方向を作業船の進路方向に向けて設置した場合、ドレーンリール16をドレーン材2を幅方向が作業船の進路方向に向くように設置しておいてもよい。   In the case where the guide member 12 is installed with the width direction thereof directed in the course direction of the work ship, the drain reel 16 may be installed so that the drain material 2 is directed in the course direction of the work ship.

次に、上述したドレーン材水平埋設装置を使用した本発明に係るドレーン材2の水平埋設方法を図7、図8について説明する。   Next, a horizontal burying method of the drain material 2 according to the present invention using the drain material horizontal burying apparatus described above will be described with reference to FIGS.

本発明方法によりドレーン材を埋設するには、まず、作業船11を軟弱地盤10上の水面に浮かべ、船体13の前後に牽引用ワイヤロープ14、引き戻し用の牽引用ワイヤロープ15を連結させる。   In order to embed the drain material by the method of the present invention, first, the work ship 11 is floated on the water surface on the soft ground 10, and the traction wire rope 14 and the pulling traction wire rope 15 are connected to the front and rear of the hull 13.

そして、一方の岸側に接岸した状態でクローラクレーン等により吊り上げてドレーン材2を巻き取ったドレーンリール16を作業船11に搭載する。   Then, the drain reel 16 that is lifted up by a crawler crane or the like and wound up the drain material 2 while being in contact with one shore side is mounted on the work ship 11.

次に、各ドレーンリール16よりドレーン材2を繰り出し、ガイドローラ19を介してガイド部材12に供給する。この供給されたドレーン材2は、ガイド部材4にガイドされてその長さ方向を水平方向に向けて繰り出される。このとき、ドレーン材2は、捩りガイド手段を構成する繰り出し側捩りガイド部材21を経て曲げ及び捩りを加えられている。尚、これまでの作業は、ガイド部材12を船体13の双胴間に収納してガイド部材12の開口部が水面上に露出した状態で行う。   Next, the drain material 2 is fed out from each drain reel 16 and supplied to the guide member 12 via the guide roller 19. The supplied drain material 2 is guided by the guide member 4 and is fed out with its length direction set in the horizontal direction. At this time, the drain material 2 is subjected to bending and twisting through the feed-side torsion guide member 21 constituting the torsion guide means. The operation so far is performed in a state where the guide member 12 is accommodated between the twin bodies of the hull 13 and the opening of the guide member 12 is exposed on the water surface.

ここまでの作業が終了した後、ガイド部材12を埋設始端側岸に近接した位置において所定の深さまで軟弱地盤10中に挿入する。   After the operation so far is completed, the guide member 12 is inserted into the soft ground 10 to a predetermined depth at a position close to the embedding start side bank.

次に、ドレーンリール16よりドレーン材2を繰り出してガイド部材12よりドレーン材2をガイド部材12の進行方向後方側に繰り出しつつ、ウインチ35により牽引用ワイヤロープ14を巻き取り、作業船11を対岸側に向けて移動させる。   Next, the drain material 2 is unwound from the drain reel 16 and the drain material 2 is unwound from the guide member 12 to the rear side in the advancing direction of the guide member 12. Move towards the side.

このとき、ドレーン材2は、ガイド部材12及び方向転換手段を構成する繰り出し側捩りガイド部材21を経て曲げ及び捩りが加えられ、その長さ方向を水平方向に向けるとともに、幅方向を地盤の上下方向に向けて繰り出し側ガイド部材21より繰り出される。   At this time, the drain material 2 is bent and twisted through the guide member 12 and the feed-side torsion guide member 21 constituting the direction changing means, and the length direction is directed horizontally, and the width direction is set to the upper and lower sides of the ground. It is fed out from the feed-out guide member 21 in the direction.

そして、埋設終端位置まで作業船11を移動させることにより、長さ方向を水平方向に向けるとともに、幅方向を地盤の上下方向に向けた状態で終端位置までドレーン材2が埋設される。   Then, by moving the work boat 11 to the embedment end position, the drain material 2 is embedded up to the end position with the length direction directed in the horizontal direction and the width direction directed in the vertical direction of the ground.

次に、ガイド部材12を引き上げ、ウインチにより引き戻し用の牽引用ワイヤロープ15を巻き取り、作業船11を埋設開始側の岸に向けて移動させる。   Next, the guide member 12 is pulled up, the pulling wire rope 15 is pulled up by the winch, and the work ship 11 is moved toward the embedding start side.

そして、図中破線で示すように、ガイド部材12の繰り出し側捩りガイド部材21の軟弱地盤10に対する挿入位置を変え、上述の行程を繰り返し、軟弱地盤10の地盤深さ方向に間隔を隔ててドレーン材2,2...を多段配置に設置する。   Then, as shown by a broken line in the figure, the insertion position of the guide-side torsion guide member 21 of the guide member 12 with respect to the soft ground 10 is changed, and the above-mentioned process is repeated, and the drain is spaced apart in the ground depth direction of the soft ground 10. Materials 2, 2 ... are installed in a multi-stage arrangement.

このように設置されたドレーン材2,2...は、地盤深さ方向で撓み難くドレーン材2を埋設する際や圧密による地盤沈下時においても地盤深さ方向の撓みが生じ難いので各ドレーン材2,2...間の地盤深さ方向の距離も一定に保つことができ、軟弱地盤10の各地点における圧密沈下量を均一にすることができる。   Since the drain materials 2, 2... Installed in this way are difficult to bend in the depth direction of the ground, it is difficult for the drain material 2 to be bent in the ground depth direction even when the drain material 2 is buried or when the ground is subsidized due to consolidation. The distance in the ground depth direction between the materials 2, 2... Can be kept constant, and the consolidation settlement amount at each point of the soft ground 10 can be made uniform.

尚、ドレーン材水平設置装置は、上述の実施例の他、図9に示すように長さの異なるガイド部材12,40,41を複数備え、各繰り出し側捩りガイド部材21,21...の位置を変えることにより複数のドレーン材2,2...を地盤方向に間隔を隔てて平行配置に設置するようにしてもよい。尚、上述の実施例と同一の構成には同一符号を付して説明を省略する。   In addition to the above-described embodiment, the drain material horizontal installation device includes a plurality of guide members 12, 40, 41 having different lengths as shown in FIG. A plurality of drain members 2, 2... May be installed in parallel arrangement at intervals in the ground direction by changing the position. In addition, the same code | symbol is attached | subjected to the structure same as the above-mentioned Example, and description is abbreviate | omitted.

2 ドレーン材
3 心材
4 透水材
5 通水路
10 軟弱地盤
11 作業船
12 ガイド部材
13 船体
14,15 牽引用ワイヤロープ
16 ドレーンリール
17 台座
18 ブラケット
19 ガイドローラ
20 繰り出し孔
21 繰り出し用捩りガイド部材
22 ガイド用ローラ
30 捩りガイド手段
31 導入側捩りガイド部材
32 繰り出し側捩りガイド部材
33 繰り出し用ローラ
40,41 ガイド部材
2 Drain material 3 Core material 4 Water permeable material 5 Water passage 10 Soft ground 11 Work ship 12 Guide member 13 Hull 14, 15 Tow wire rope 16 Drain reel 17 Base 18 Bracket 19 Guide roller 20 Feed hole 21 Feed torsion guide member 22 Guide Roller 30 torsion guide means 31 introduction side torsion guide member 32 feeding side torsion guide member 33 feeding rollers 40 and 41 guide member

Claims (4)

作業船に搭載されたドレーン材を軟弱地盤中に繰り出すためのガイド部材と、該ガイド部材に前記ドレーン材を供給するドレーン材供給手段とを備え、該ガイド部材を軟弱地盤に挿入させた状態で前記作業船を移動させることにより、前記ガイド部材の作業船進行方向後方側より1又は複数本の前記ドレーン材を繰り出し、前記軟弱地盤内へ前記ドレーン材をその長さ方向を水平方向に向けて埋設するようにしてなる軟弱地盤へのドレーン材水平埋設装置において、
ドレーン材横断面の幅が厚みより長く形成されたドレーン材を、その長さ方向を水平方向に向けるとともに、前記幅方向を地盤の上下方向に向けて前記ガイド部材より繰り出すための捩りガイド手段を備え、
前記ドレーン材供給手段は、前記ドレーン材をその厚み方向を作業船進行方向に向けて供給し、且つ、前記ガイド部材は、その幅方向を作業船の進行方向に向け、
前記捩りガイド手段は、前記ドレーン材供給手段より供給されたドレーン材をその幅方向が作業船進行方向に向くようにガイドする導入側捩りガイド部材を前記ガイド部材の供給手段側に備え、前記ドレーン材をその長さ方向を水平方向に向けるとともに、前記幅方向が地盤の上下方向に向くようにガイドする繰り出し側捩りガイド部材を前記ガイド部材の先端側に備えたことを特徴とする軟弱地盤へのドレーン材水平設置装置。
A guide member for feeding the drain material mounted on the work ship into the soft ground; and a drain material supply means for supplying the drain material to the guide member; and the guide member is inserted into the soft ground. By moving the work ship, one or a plurality of the drain materials are fed out from the rear side of the guide member in the work ship traveling direction, and the drain material is oriented in the horizontal direction in the soft ground. In the drain material horizontal burying device to the soft ground that is supposed to be buried,
Torsion guide means for feeding out the drain material having a width of the drain material cross section longer than the thickness from the guide member while directing the length direction in the horizontal direction and the width direction in the vertical direction of the ground. Prepared,
The drain material supply means supplies the drain material with its thickness direction directed toward the work ship traveling direction, and the guide member directs its width direction toward the work ship traveling direction,
The torsion guide means includes an introduction-side torsion guide member on the supply means side of the guide member for guiding the drain material supplied from the drain material supply means so that the width direction thereof is directed to the working ship traveling direction. A soft ground comprising a feed-side torsion guide member for guiding a material so that its length direction is directed horizontally and the width direction is directed to the vertical direction of the ground. Drain material horizontal installation device.
前記ガイド部材は、前記ドレーン材の移動を補助するための移動補助手段を備えた請求項1に記載の軟弱地盤へのドレーン材水平設置装置。 The drain material horizontal installation device according to claim 1 , wherein the guide member includes a movement assisting unit for assisting the movement of the drain material. 前記移動補助手段は、前記ガイド部材の内側に配置された摩擦抵抗の少ない滑動材である請求項2に記載の軟弱地盤へのドレーン材水平設置装置。 The apparatus for horizontally installing a drain material on soft ground according to claim 2 , wherein the movement assisting means is a sliding material having a low frictional resistance disposed inside the guide member. 前記移動補助手段は、前記ガイド部材のガイドする方向に沿って配置されたガイド用ローラである請求項2に記載の軟弱地盤へのドレーン材水平設置装置。 The apparatus for horizontally installing a drain material on a soft ground according to claim 2 , wherein the movement assisting means is a guide roller arranged along a direction in which the guide member guides.
JP2010285867A 2010-12-22 2010-12-22 Drain material horizontal installation device on soft ground Active JP5626680B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010285867A JP5626680B2 (en) 2010-12-22 2010-12-22 Drain material horizontal installation device on soft ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010285867A JP5626680B2 (en) 2010-12-22 2010-12-22 Drain material horizontal installation device on soft ground

Publications (2)

Publication Number Publication Date
JP2012132226A JP2012132226A (en) 2012-07-12
JP5626680B2 true JP5626680B2 (en) 2014-11-19

Family

ID=46648122

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010285867A Active JP5626680B2 (en) 2010-12-22 2010-12-22 Drain material horizontal installation device on soft ground

Country Status (1)

Country Link
JP (1) JP5626680B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101465970B1 (en) * 2014-04-04 2014-11-27 (주)지티이건설 An Installing apparatus of horizontal drain board for improving weak ground
KR101640057B1 (en) * 2014-04-29 2016-07-15 김현태 Installation apparatus for fiber sheet, construction machine having the same and installation method for fiber sheet

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6410813A (en) * 1987-07-03 1989-01-13 Penta Ocean Construction Horizontal laying of drain material
JPH0786221B2 (en) * 1990-11-30 1995-09-20 五洋建設株式会社 Horizontal drainage equipment
JPH11336064A (en) * 1998-05-26 1999-12-07 Penta Ocean Constr Co Ltd Method and device for burying drain material

Also Published As

Publication number Publication date
JP2012132226A (en) 2012-07-12

Similar Documents

Publication Publication Date Title
EP3086424B1 (en) Method for offshore installing of power cables for wind turbine installations and seabed vehicle
US3641780A (en) Trenchless laying of pipe underground
JP5626680B2 (en) Drain material horizontal installation device on soft ground
EP2458698A1 (en) Method and device for introducing an electrical cable at a depth in a seabed.
JP2008280730A (en) Feeding device and laying method for prestressed steel strand
CA2752712C (en) Apparatus and method relating to fencing
JP5929302B2 (en) Device and method for laying underground irrigation member
JP2010229816A (en) Vacuum consolidation method using horizontal drain
KR101347356B1 (en) Pipe laying vessel, and submerged-pipeline installation apparatus and method using the same
CN113373922B (en) Geothermal energy pile construction equipment and construction method thereof
JP2006088980A (en) Deep water obtaining device
JP2008030597A (en) Underwater inspection system
JP2015058861A (en) Spud carriage device and method for movement of hull
JP2012102584A (en) Method and apparatus for horizontally burying drain material
JP2791181B2 (en) Submarine cable laying method and apparatus
JP5640299B2 (en) Maneuvering method of horizontal drain buried ship
JP5648959B2 (en) Method for improving consolidation of soft ground and consolidation improved ground
JP3102310U (en) Sheath tube twist correction tube and on-board assembled sheath tube rotating cable stand and traction aid
JPH04203011A (en) Horizontal burying apparatus for drain material
NL2008830C2 (en) Method of laying a pipeline.
JPH07116696A (en) Preserving method for water quality in water-storage dam
JPH11336064A (en) Method and device for burying drain material
JP3582728B2 (en) Method and apparatus for retracting striatum into protective tube
JPH04203012A (en) Operation of burying ship for horizontal drain material
JPH03147920A (en) Horizontal burying method of drain material and burying device thereof

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20131015

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20140417

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20140514

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20140709

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20140827

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20140919

R150 Certificate of patent or registration of utility model

Ref document number: 5626680

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250