JP5322608B2 - Soft ground improvement device - Google Patents

Soft ground improvement device Download PDF

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Publication number
JP5322608B2
JP5322608B2 JP2008306460A JP2008306460A JP5322608B2 JP 5322608 B2 JP5322608 B2 JP 5322608B2 JP 2008306460 A JP2008306460 A JP 2008306460A JP 2008306460 A JP2008306460 A JP 2008306460A JP 5322608 B2 JP5322608 B2 JP 5322608B2
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drain
water
water collecting
connecting member
pipe
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JP2010127055A (en
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博文 田口
光秋 奥田
千尋 関谷
晴夫 森
浩延 飯塚
秀孝 赤金
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Toa Corp
Tokyu Construction Co Ltd
Chikami Miltec Inc
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Toa Corp
Tokyu Construction Co Ltd
Chikami Miltec Inc
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Description

本発明は、地盤を軟弱化させている地盤中に含まれる水分等を排出し、軟弱地盤を改良するために用いられるドレーン装置を用いた軟弱地盤改良装置に関する。
The present invention relates to a soft ground improvement device using a drain device that is used to drain moisture and the like contained in a ground softening the ground and improve the soft ground.

軟弱地盤中の水分や空気を排出することにより軟弱地盤を硬質地盤に改良する軟弱地盤の改良方法としては、軟弱地盤内に複数の鉛直ドレーンを打設するとともに、打設領域上を密封シートで覆い、真空ポンプで減圧することにより当該打設領域を大気圧にて押圧し、排水を促す大気圧工法が知られている。   To improve the soft ground by discharging moisture and air in the soft ground, the soft ground is improved by placing multiple vertical drains in the soft ground and using a sealing sheet on the placement area. An atmospheric pressure method is known that covers and pressurizes the placement area at atmospheric pressure by depressurizing with a vacuum pump to promote drainage.

また、近年では、軟弱地盤の改良方法として、上端部より一定の長さ分だけ外周面からの透水を遮断する不透水部を設け、不透水部の下側を地盤中の水分が浸透する透水部とする鉛直ドレーンを用いた工法も提案されている。かかる鉛直ドレーンは、不透水部が所定深さに埋設されるとともに、上端が地表に臨まされ、集水管と連結された気密性のキャップが嵌合される。そして、集水管内を真空ポンプにて減圧することにより、密封シートを用いることなく排水を促す。   Further, in recent years, as an improvement method for soft ground, a water-impervious part that blocks water from the outer peripheral surface by a certain length from the upper end is provided, and the water permeated through the water below the impermeable part. A construction method using a vertical drain is proposed. In such a vertical drain, an impermeable portion is embedded at a predetermined depth, an upper end is exposed to the ground surface, and an airtight cap connected to a water collecting pipe is fitted. And drainage is promoted without using a sealing sheet by decompressing the inside of a water collection pipe with a vacuum pump.

このように、鉛直ドレーンは、鉛直ドレーンの上端に気密性キャップを取り付け、この気密性キャップを介して集水管と接続されている。気密性キャップは、一端に鉛直ドレーンの上端が挿入可能な大きさの開口部を有し、鉛直ドレーンの上端が挿入されると開口部をテープや接着剤等により封止することにより鉛直ドレーンと接続されている。   As described above, the vertical drain is attached to the upper end of the vertical drain with an airtight cap, and is connected to the water collecting pipe through the airtight cap. The hermetic cap has an opening of a size that allows the upper end of the vertical drain to be inserted at one end, and when the upper end of the vertical drain is inserted, the opening is sealed with tape, adhesive, etc. It is connected.

また、気密性キャップは、他端に鉛直ドレーンが集水した地中の水分を集水管へ導水するホースが設けられ、ホース先端が施工現場に設置された集水管に接続されることにより、鉛直ドレーンが集水した地中の水分を集水管に導水する。   In addition, the airtight cap is provided with a hose at the other end for guiding the moisture in the ground collected by the vertical drain to the water collection pipe, and the tip of the hose is connected to the water collection pipe installed at the construction site. The underground water collected by the drain is introduced to the water collecting pipe.

気密性キャップと鉛直ドレーンとは、現場作業の工数削減の見地から、予め鉛直ドレーンの製造時に所定間隔毎に接続され、運搬等の都合からロール状に巻回されている。このように、気密性キャップが所定間隔毎に介在する鉛直ドレーンは、ロール状に巻回することが困難であり、また、施工現場における送り出しもスムーズに行うことができない場合があるなどの問題も生じ得る。   The airtight cap and the vertical drain are connected in advance at predetermined intervals when the vertical drain is manufactured from the viewpoint of reducing the number of man-hours for on-site work, and are wound in a roll for convenience of transportation. As described above, the vertical drain in which the airtight cap is interposed at every predetermined interval is difficult to wind in a roll shape, and there is a problem that the delivery at the construction site may not be performed smoothly. Can occur.

また、気密性キャップのホースと集水管とを接続することから、鉛直ドレーンの数だけ集水管との接続作業が必要となり、現場での作業工数が増大するとともに、気密性キャップと集水管との接続箇所の数だけ漏気の危険があり、漏気の確認作業も繁雑となっていた。   In addition, since the hose of the airtight cap and the water collection pipe are connected, it is necessary to connect the water collection pipe as many as the number of vertical drains, increasing the work man-hours in the field, and the connection between the airtight cap and the water collection pipe. There was a risk of air leakage as many as the number of connection points, and the work of confirming air leakage was complicated.

さらに、鉛直ドレーンの打設位置に応じて集水管を設置する必要があり、施工現場の土地形状に応じた集水管の設置の自由度がなく、効率化も図りにくい。例えば、狭小地が突出している施工現場において、当該狭小地に鉛直ドレーンを打設した場合、鉛直ドレーンが吸い上げた地中の水分を集水する集水管を当該鉛直ドレーンの近傍に設置する必要がある。かかる集水管は、施工現場の広大な領域に打設されている鉛直ドレーンとも接続可能な配置をとれるとは限らず、当該狭小地の地中の水分を集水するためだけに設置されるなど、非効率となる場合があった。
特開2006−241872号公報
Furthermore, it is necessary to install water collecting pipes according to the placement position of the vertical drain, and there is no degree of freedom for installing water collecting pipes according to the land shape at the construction site, and it is difficult to improve efficiency. For example, when a vertical drain is installed in a narrow construction site where a narrow ground is protruding, it is necessary to install a water collection pipe near the vertical drain that collects the water in the ground that the vertical drain has sucked up. is there. Such a water collecting pipe is not necessarily arranged so as to be connectable with a vertical drain placed in a vast area of a construction site, and is installed only for collecting water in the ground of the narrow land, etc. In some cases, it was inefficient.
JP 2006-241872 A

そこで、本発明は、現場作業の工数を減らし、効率化を図ることができ、また漏気の危険もない連結部材を用いた軟弱地盤改良装置を提供することを目的とする。
Accordingly, the present invention is to reduce the man-hours of field operations, it is possible to improve the efficiency, and also aims to provide a soft soil modifying apparatus using a dangerous yet name connecting member air leakage.

上述した課題を解決するために、本発明に係る軟弱地盤改良装置は、地表から地中にかけて埋設されることにより地中の水分を地上へ導水するドレーンと、上記ドレーンから集水された地中の水分を集水する集水管と、上記ドレーンと上記集水管とを連結する連結部材と、上記集水管と連結され、上記ドレーン内を減圧する減圧手段とを備え、上記連結部材は、上記ドレーンが接続される複数の接続部と、上記接続部を介してドレーンより導水された地中の水分を集水する集水部と、先端が上記集水管と接続され上記集水部に集水された水分を上記集水管へ導水する導水管とを備え、上記連結部材の各接続部、上記集水部及び上記導水管は略同一平面上に設けられ、略扁平状に形成されてなるとともに、上記連結部材は、上記集水管と略同一平面上の離間した位置に配置されてなるものである。
In order to solve the above-described problem, a soft ground improvement device according to the present invention includes a drain that is buried from the ground surface to the ground to guide moisture in the ground to the ground, and a ground that is collected from the drain. A water collecting pipe for collecting the water, a connecting member for connecting the drain and the water collecting pipe, and a pressure reducing means connected to the water collecting pipe for decompressing the inside of the drain, wherein the connecting member comprises the drain A plurality of connecting parts connected to each other, a water collecting part collecting water in the ground introduced from the drain through the connecting part, and a tip connected to the water collecting pipe to collect water in the water collecting part. A water conduit that guides the water to the water collecting pipe, and each connecting portion of the connecting member, the water collecting portion, and the water conduit are provided on substantially the same plane and formed in a substantially flat shape, The connecting member is substantially the same as the water collecting pipe In which are arranged in a spaced position on the surface.

また、上記連結部材の各接続部、上記集水部及び上記導水管は一体成型することとしてもよい。
さらに、上記連結部材は、他の連結部材を介して集水管に接続してもよく、上記連結部材の各接続部の内部には、挿入されるドレーンの先端部分が当設し、ドレーンの挿入位置を決めるための位置決めピンを立設するようにしてもよい。
Moreover, each connection part of the said connection member, the said water collection part, and the said water conduit may be integrally molded.
Further, the connecting member may be connected to the water collecting pipe via another connecting member, and inside each connecting portion of the connecting member, a distal end portion of the drain to be inserted is disposed, and the drain is inserted. A positioning pin for determining the position may be provided upright.

ここで、連結部材に接続されるドレーンには、地表に臨まされる先端部が不透水性の材料によって覆われた不透気部が形成されたものと、この不透気部が形成されていないものとが含まれる。   Here, the drain connected to the connecting member is formed with an air-impermeable portion in which a tip portion facing the ground surface is covered with an impermeable material, and this air-impermeable portion is formed. Not included.

本発明によれば、各ドレーンと集水管とを直接接続することなく、複数のドレーンと接続された連結部材を介して集水管と接続するため、集水管をドレーンの埋設位置にかかわらず最適な位置に設置することができる。   According to the present invention, since each drain and the water collecting pipe are connected directly to the water collecting pipe via the connecting members connected to the plurality of drains, the water collecting pipe is optimal regardless of the drain burying position. Can be installed in position.

以下、本発明が適用される軟弱地盤改良装置について、図面を参照しながら詳細に説明する。本発明が適用され軟弱地盤改良装置1は、図1に示すように、軟弱地盤2の地中に含まれる水分を吸い上げることにより圧密沈下を促進し、改良するものであり、軟弱地盤中に打設されるドレーン3と、ドレーン3から集水された地中の水分を集水する集水管4と、ドレーン3と集水管4とを連結する連結部材5と、集水管4と連結され、ドレーン3内部を減圧する減圧手段となる真空ポンプ8とを備える。
Hereinafter, the soft weak soil improvement apparatus to which the present invention that apply, will be described in detail with reference to the drawings. Soft ground improvement device 1 to which the present invention that apply, as shown in FIG. 1, to facilitate the consolidation settlement by sucking the water contained in the ground of soft ground 2, is intended to improve, the soft in the ground The drain 3 to be placed, the water collecting pipe 4 for collecting the water in the ground collected from the drain 3, the connecting member 5 for connecting the drain 3 and the water collecting pipe 4, and the water collecting pipe 4, And a vacuum pump 8 serving as a decompression means for decompressing the inside of the drain 3.

そして、軟弱地盤改良装置1は、軟弱地盤2中に所定間隔でドレーン3を打設し、地表面に臨まされたドレーン3の先端と連結部材5とを連結するとともに連結部材5と集水管4とを接続する。連結部材5には導水管22が設けられ、導水管22と連結されたサクションホース6が集水管4に接続される。その後、集水管4内及びドレーン3内部が減圧されることにより、ドレーン3を介して地中の水分が吸い上げられ、集水管から排出される。   And the soft ground improvement apparatus 1 drives the drain 3 in the soft ground 2 at predetermined intervals, connects the tip of the drain 3 facing the ground surface and the connecting member 5, and connects the connecting member 5 and the water collecting pipe 4. And connect. The connecting member 5 is provided with a water conduit 22, and a suction hose 6 connected to the water conduit 22 is connected to the water collecting tube 4. Thereafter, the inside of the water collecting pipe 4 and the inside of the drain 3 are depressurized, so that moisture in the ground is sucked up through the drain 3 and discharged from the water collecting pipe.

ドレーン3は、図2に示すように、軟弱地盤2中の水分が通水するドレーン管12と、ドレーン管12の端部に設けられる不透気部13とを備える。ドレーン管12は、軟弱地盤2内の水分の通水路となる芯材10と、芯材10の周囲に設けられ軟弱地盤2内の水分が透過するフィルタ11とを有する。芯材10は、長尺体の両面に長手方向に亘る隔壁が幅方向に複数立設されることにより、長手方向に軟弱地盤2内の水分の通水路となる溝10aが複数形成されている。この芯材10は、運搬等の利便性を考慮してある程度の可撓性を有するとともに、軟弱地盤2への打設後においても十分な通水路を確保するための形状保持性を有する材料、例えば塩化ビニル、ポリエチレン、その他の樹脂材料を用いて形成される。また、芯材10は、例えば生分解性の樹脂材料で形成することにより、軟弱地盤2中に残置した場合にも環境負荷を低減させることができる。   As shown in FIG. 2, the drain 3 includes a drain pipe 12 through which moisture in the soft ground 2 flows and an air-impermeable portion 13 provided at an end of the drain pipe 12. The drain pipe 12 includes a core material 10 that serves as a water passage for moisture in the soft ground 2, and a filter 11 that is provided around the core material 10 and transmits moisture in the soft ground 2. The core material 10 is provided with a plurality of partition walls extending in the longitudinal direction on both surfaces of the long body, whereby a plurality of grooves 10a serving as moisture passages in the soft ground 2 are formed in the longitudinal direction. . This core material 10 has a certain degree of flexibility in consideration of convenience of transportation and the like, and a material having a shape retaining property for securing a sufficient water passage even after being placed on the soft ground 2, For example, it is formed using vinyl chloride, polyethylene, or other resin materials. Moreover, even if the core material 10 is formed of, for example, a biodegradable resin material, it can reduce the environmental load even when left in the soft ground 2.

芯材10の周囲を覆うフィルタ11は、透水性を有する材料、例えばポリエステル製の不織布から形成されている。フィルタ11は、長尺状に形成されるとともに、芯材10の周囲に巻回され、熱溶着等によって接着されることにより芯材10の周囲を覆うようにしてもよい。   The filter 11 covering the periphery of the core material 10 is formed of a material having water permeability, for example, a nonwoven fabric made of polyester. The filter 11 may be formed in a long shape, and may be wound around the core material 10 to cover the periphery of the core material 10 by being bonded by heat welding or the like.

また、ドレーン3は、ドレーン管12の地表から地下数十〜数百cmに至る先端部に、不透水性の材料によって覆われることにより、不透気部13が形成されている。不透気部13は、図3に示すように、塩化ビニルなどの不透水性の材料を用いてドレーン3を覆うことができる大きさの環状体14が形成され、ドレーン3の先端部を挿通させることにより形成される。なお、環状体14とドレーン3の先端部とは、ホッチキスやテープ等で固定される。   Further, the drain 3 is covered with a water-impermeable material at a tip portion extending from the ground surface of the drain pipe 12 to several tens to several hundreds cm below, thereby forming an air-impermeable portion 13. As shown in FIG. 3, the air-impermeable portion 13 is formed with an annular body 14 having a size capable of covering the drain 3 using a water-impermeable material such as vinyl chloride, and is inserted through the tip of the drain 3. Is formed. The annular body 14 and the tip of the drain 3 are fixed with a stapler, a tape, or the like.

また、不透気部13は、図4に示すように、不透水性の材料を用いてドレーン3を覆うことができる大きさの長尺体15をドレーン3の先端部に巻回するとともに、熱溶着等によって長尺体15の端部を接着することにより形成するようにしてもよい。   In addition, as shown in FIG. 4, the air-impermeable portion 13 is wound around a distal end portion of the drain 3 with a long body 15 having a size that can cover the drain 3 using an impermeable material. You may make it form by adhere | attaching the edge part of the elongate body 15 by heat welding etc. FIG.

軟弱地盤改良装置1は、ドレーン3の地表から地下数十〜数百cmに至る箇所が不透水性材料によって覆われることにより、軟弱地盤2を密封するシートで覆うことなく、軟弱地盤2を真空圧密による地盤改良工事を行うことができる。   The soft ground improvement device 1 evacuates the soft ground 2 without covering the soft ground 2 with a sheet that seals the soft ground 2 by covering the drain 3 from the surface of the drain 3 to several tens to several hundreds of centimeters with an impermeable material. The ground improvement work by consolidation can be done.

ドレーン3は、予め製造工場において、芯材10をフィルタ11及び不透水性材料で所定間隔ごとに覆うことにより製造されるとともに、ロール状に巻回された後、施工現場となる軟弱地盤2に搬入され、通常の鉛直ドレーン打設と同様の手順で、軟弱地盤2に所定間隔で打設される。次いで、ドレーン3は、地表に臨まされている先端部が連結部材5の接続部20に接続される。連結部材5の接続部20との接続は、ドレーン3の先端部を矩形開口部からなる接続部20内に挿通するとともに接続部20の周囲をテープで巻く等により行う。これにより、ドレーン3は、連結部材5を介して集水管4と連結され、減圧手段により内部が減圧されるとともに、軟弱地盤2中の水分を吸引し、集水管4に流すことができる。   The drain 3 is manufactured in advance by covering the core material 10 with a filter 11 and a water-impermeable material at predetermined intervals in a manufacturing factory, and after being wound in a roll shape, the drain 3 is applied to the soft ground 2 that becomes a construction site. It is carried in and placed on the soft ground 2 at a predetermined interval by the same procedure as that for normal vertical drain placement. Next, the drain 3 is connected to the connection part 20 of the connecting member 5 at the tip part facing the ground surface. Connection of the connecting member 5 to the connecting portion 20 is performed by inserting the distal end portion of the drain 3 into the connecting portion 20 formed of a rectangular opening and winding the periphery of the connecting portion 20 with a tape or the like. As a result, the drain 3 is connected to the water collecting pipe 4 via the connecting member 5, and the inside of the drain 3 is decompressed by the decompression means, and the water in the soft ground 2 can be sucked and flowed to the water collecting pipe 4.

ドレーン3内を流れる水分を集める集水管4は、軟弱地盤2上に所定間隔で設置される。集水管4は、外周部に後述する連結部材5と連結されたサクションホース6の先端が取り付けられる。一本の集水管4には、複数の連結部材5を介してさらに複数のドレーン3と連結され、各ドレーン3から吸引された軟弱地盤2中の水分が集水される。また、複数の集水管4は、排水管7に接続され、集められた水分は排水管7を通じて軟弱地盤2外へ排水される。   Water collecting pipes 4 that collect moisture flowing in the drain 3 are installed on the soft ground 2 at predetermined intervals. The tip of the suction hose 6 connected with the connection member 5 mentioned later is attached to the outer periphery of the water collection pipe 4. One water collecting pipe 4 is further connected to a plurality of drains 3 via a plurality of connecting members 5, and water in the soft ground 2 sucked from each drain 3 is collected. The plurality of water collecting pipes 4 are connected to a drain pipe 7, and the collected water is drained out of the soft ground 2 through the drain pipe 7.

集水管4は、施行現場となる軟弱地盤2に搬入され、所定位置に設置されると、連結部材5と連結されたサクションホース6が取り付けられる。サクションホース6との取り付けは、集水管4の外周部に形成され取付孔を備えた取付部に、サクションホース6が挿通され、周囲をテープで巻く等により行う。   When the water collecting pipe 4 is carried into the soft ground 2 which is an enforcement site and is installed at a predetermined position, a suction hose 6 connected to the connecting member 5 is attached. The suction hose 6 is attached by inserting the suction hose 6 into an attachment portion formed on the outer peripheral portion of the water collecting pipe 4 and having an attachment hole, and winding the periphery with a tape.

また、集水管4は、排水管7に取り付けられた真空ポンプ8等の減圧手段によって管内が減圧され、これによりドレーン3内に軟弱地盤2の地中にある水分を吸引させる。   In addition, the inside of the water collecting pipe 4 is decompressed by a decompression means such as a vacuum pump 8 attached to the drain pipe 7, thereby sucking moisture in the ground of the soft ground 2 into the drain 3.

次いで、ドレーン3と集水管4とを連結する連結部材5について説明する。連結部材5は、図5に示すように、ドレーン3が接続される複数の接続部20と、接続部20を介して導水された水分を集水する集水部21と、集水部21に集まった水分を集水管4へ導水する導水管22とを有する。   Next, the connecting member 5 that connects the drain 3 and the water collecting pipe 4 will be described. As shown in FIG. 5, the connecting member 5 includes a plurality of connecting portions 20 to which the drain 3 is connected, a water collecting portion 21 that collects water introduced through the connecting portion 20, and a water collecting portion 21. A water conduit 22 for guiding the collected water to the water collector 4.

接続部20は、地表に臨まされているドレーン3の先端部が接続される箇所であり、ドレーン3の先端部が挿入される開口部23が形成されている。開口部23は、ドレーン3の形状に応じて例えば矩形状に形成されている。また、開口部23は集水部21に連続され、ドレーン3から流入した水分は集水部21へ集められる。接続部20は、一つの連結部材5につき、例えば4箇所設けられ、開口部23が四方に臨まされている。   The connecting portion 20 is a portion to which the distal end portion of the drain 3 facing the ground surface is connected, and an opening 23 into which the distal end portion of the drain 3 is inserted is formed. The opening 23 is formed in a rectangular shape, for example, according to the shape of the drain 3. Further, the opening 23 is continuous with the water collecting part 21, and the water flowing in from the drain 3 is collected in the water collecting part 21. For example, four connecting portions 20 are provided for each connecting member 5, and the opening portions 23 face each other.

各接続部20の内部には、挿入されるドレーン3の先端部が当接し、ドレーン3の挿入位置を決める位置決めピン24が立設されている。位置決めピン24は、接続部20と集水部21との間に立設され、開口部23より挿入されたドレーン3の芯材10の先端が当接される。これにより、位置決めピン24は、芯材10の集水部21への進入を防止することができる。また、位置決めピン24は、連結部材5の上下面間に亘って立設されることにより、連結部材5の上下方向に亘る荷重に対する補強部材となる。   Positioning pins 24 that stand up against the tip of the drain 3 to be inserted and determine the insertion position of the drain 3 are erected inside each connection portion 20. The positioning pin 24 is erected between the connecting portion 20 and the water collecting portion 21, and the tip of the core member 10 of the drain 3 inserted from the opening 23 is brought into contact therewith. Thereby, the positioning pin 24 can prevent the core material 10 from entering the water collecting portion 21. Further, the positioning pin 24 stands up between the upper and lower surfaces of the connecting member 5, thereby serving as a reinforcing member against the load in the vertical direction of the connecting member 5.

接続部20は、開口部23にドレーン3の先端が挿入され、芯材10が位置決めピン24に当接されるまで差し込まれると、開口部23の外周をテープ等によって巻回されることにより、固定される。ドレーン3の先端部は不透気部とされているため、開口部23にテープ等で巻回されることにより、ドレーン3及び連結部材5は密閉される。   When the tip of the drain 3 is inserted into the opening 23 and the connecting member 20 is inserted until the core member 10 comes into contact with the positioning pin 24, the outer periphery of the opening 23 is wound with a tape or the like, Fixed. Since the leading end portion of the drain 3 is an air-impermeable portion, the drain 3 and the connecting member 5 are sealed by being wound around the opening 23 with a tape or the like.

集水部21は、接続部20に固定されたドレーン3から導水された水分を集める箇所であり、連結部材5の中央に設けられ、複数の接続部20と連続されている。集水部21は、導水管22と連続されており、集められた水分は、導水管22に流出する。   The water collecting part 21 is a part that collects water introduced from the drain 3 fixed to the connection part 20, is provided in the center of the connecting member 5, and is continuous with the plurality of connection parts 20. The water collecting unit 21 is continuous with the water conduit 22, and the collected water flows out to the water conduit 22.

導水管22は、集水部21から連結部材5の外方に導出され、先端にサクションホース6が連結されるとともに、サクションホース6を介して集水管4に接続される。導水管22は、先端がサクションホース6を挿通可能な形状及び大きさを有し、サクションホース6が挿通されるとともに先端部がテープ等で巻回されることによりサクションホース6と連結される。導水管22は、1つの連結部材5に1又は複数形成される。導水管22が複数形成された場合には、サクションホース6を介して複数の連結部材5を連結することができる。サクションホース6は、可撓性を有するホースであり、一端を連結部材5の導水管22に連結され、他端を集水管4の取付部に取り付けられる。   The water guide pipe 22 is led out of the connecting member 5 from the water collecting portion 21, the suction hose 6 is connected to the tip, and is connected to the water collecting pipe 4 via the suction hose 6. The water conduit 22 has a shape and a size that allows the suction hose 6 to be inserted through the tip of the water conduit 22, and is connected to the suction hose 6 by inserting the suction hose 6 and winding the tip with tape or the like. One or a plurality of water conduits 22 are formed on one connecting member 5. When a plurality of water conduits 22 are formed, a plurality of connecting members 5 can be connected via the suction hose 6. The suction hose 6 is a flexible hose, one end is connected to the water conduit 22 of the connecting member 5, and the other end is attached to the attachment portion of the water collecting pipe 4.

かかる連結部材5は、接続部20、集水部21及び導水管22が、略同一平面上に設けられ、全体として扁平状に形成されている。したがって、図6に示すように、連結部材5は、各接続部20にドレーン3の先端部が接続されるとともに、導水部22にサクションホース6が連結された状態で、軟弱地盤2上に盛土9を行う盛土併用工法にも対応することができる。   In the connecting member 5, the connecting portion 20, the water collecting portion 21, and the water conduit 22 are provided on substantially the same plane, and are formed in a flat shape as a whole. Therefore, as shown in FIG. 6, the connecting member 5 is embanked on the soft ground 2 in a state where the tip of the drain 3 is connected to each connecting portion 20 and the suction hose 6 is connected to the water guide portion 22. 9 can also be used for the embankment combined construction method.

また、連結部材5は、ポリ塩化ビニル等の合成樹脂を用いて、接続部20、集水部21及び導水管22が、一体に形成され、接続箇所がない。したがって、連結部材5は、漏気の危険が無く、また漏気の検査に要する作業が不要となり、作業効率が向上される。   Further, the connecting member 5 is made of a synthetic resin such as polyvinyl chloride, and the connecting portion 20, the water collecting portion 21, and the water conduit 22 are integrally formed, and there is no connecting portion. Therefore, the connecting member 5 has no risk of air leakage, eliminates the need for work for air leakage inspection, and improves work efficiency.

次いで、この連結部材5を用いた軟弱地盤改良装置1の設置例について説明する。ドレーン3は、予め工場において、ドレーン管12に不透水性材料で覆われた不透気部13を所定の間隔ごとに形成し、この不透気部13が所定間隔毎に形成されたドレーン管12をリールに巻きとった状態で施工現場に搬入される。そして、軟弱地盤改良装置1は、公知の打ち込み装置を用いて施工現場となる軟弱地盤2にドレーン3を所定間隔毎に鉛直に打設する。打設後は、軟弱地盤2に形成した打設用の孔を埋め戻す。このとき、ドレーン3は、先端の不透気部13が地表から地下数十〜数百cmに至る箇所に埋設され、不透気部13が形成された先端部が地表に突出され、連結部材5の接続部20に接続可能とされている。   Next, an installation example of the soft ground improvement device 1 using the connecting member 5 will be described. The drain 3 is formed in advance at a factory by forming an air-impermeable portion 13 covered with an impermeable material on the drain tube 12 at predetermined intervals, and the drain tube having the air-impermeable portion 13 formed at predetermined intervals. It is carried into the construction site in a state where 12 is wound on a reel. And the soft ground improvement apparatus 1 drives the drain 3 perpendicularly to the soft ground 2 used as a construction site for every predetermined interval using a well-known driving device. After the placement, the placement hole formed in the soft ground 2 is backfilled. At this time, the drain 3 is embedded in a location where the tip of the air-impermeable portion 13 extends from the ground surface to several tens to several hundreds of centimeters, and the tip portion where the air-impermeable portion 13 is formed projects to the ground surface. 5 can be connected.

次いで、4箇所に打設されたドレーン3の略中心位置に連結部材5を設置し、連結部材5の接続部20に各ドレーン3の先端部を接続するとともに、連結部材5の導水管22にサクションホース6を連結する。このように、4つのドレーン3と1つの連結部材5が接続されたユニット30を形成し、複数のユニット30間に集水管4を設置する。そして、複数のユニット30から延設されたサクションホース6を集水管4の取付部に取り付けていく。   Next, the connecting member 5 is installed at substantially the center position of the drain 3 driven in four places, and the distal end portion of each drain 3 is connected to the connecting portion 20 of the connecting member 5, and the water guide pipe 22 of the connecting member 5 is connected to the water conduit 22. Connect the suction hose 6. In this way, the unit 30 in which the four drains 3 and the one connecting member 5 are connected is formed, and the water collecting pipe 4 is installed between the plurality of units 30. And the suction hose 6 extended from the some unit 30 is attached to the attachment part of the water collection pipe | tube 4. As shown in FIG.

複数ユニット30とサクションホース6を介して連結された集水管4は、他の集水管4とともに排水管7に接続される。また、排水管7には真空ポンプ8が取り付けられる。そして、真空ポンプ8が起動されると、集水管4及び連結部材5を介してドレーン3の内部が減圧され、軟弱地盤2の地中の水分が透気部を介してドレーン3内に吸引される。ドレーン3に吸引された水分は、連結部材5の集水部21に集水され、導水管22に導水され、サクションホース6を介して集水管4に流れ、排水管7より排水される。   The water collecting pipe 4 connected to the plurality of units 30 via the suction hose 6 is connected to the drain pipe 7 together with other water collecting pipes 4. A vacuum pump 8 is attached to the drain pipe 7. When the vacuum pump 8 is activated, the inside of the drain 3 is depressurized through the water collecting pipe 4 and the connecting member 5, and moisture in the ground of the soft ground 2 is sucked into the drain 3 through the air permeable portion. The The water sucked into the drain 3 is collected in the water collecting portion 21 of the connecting member 5, is led to the water conduit 22, flows to the water collector 4 through the suction hose 6, and is drained from the drain pipe 7.

なお、工場等で連結部材5の導水管22に予めサクションホース6を連結して一体化しておくと、現場での作業が減り、効率がよい。   In addition, if the suction hose 6 is connected and integrated in advance with the water conduit 22 of the connecting member 5 in a factory or the like, the work at the site is reduced and efficiency is improved.

このような軟弱地盤改良装置1によれば、各ドレーン3と集水管4とを直接接続することなく、複数のドレーン3と接続された連結部材5を介して集水管4と接続しているため、集水管4をドレーン3の埋設位置にかかわらず最適な位置に設置することができる。すなわち、図1に示すように、集水管4が設置できる程度に広さを有しない狭小地31にドレーン3を埋設した場合でも、連結部材5及びサクションホース6を介して水分を導水することができるため、集水管4を、他のユニット30とも接続可能な箇所に設置させることができる。このように、軟弱地盤改良装置1は、軟弱地盤2の土地形状により無駄な集水管4を設置する必要が無く集水管の数を減らすことができ、また、集水管4を適当な箇所に設置することができる。   According to such a soft ground improvement device 1, each drain 3 and the water collecting pipe 4 are connected directly to the water collecting pipe 4 through the connecting member 5 connected to the plurality of drains 3 without being directly connected. The water collecting pipe 4 can be installed at an optimum position regardless of the buried position of the drain 3. That is, as shown in FIG. 1, even when the drain 3 is buried in a narrow land 31 that is not wide enough to install the water collecting pipe 4, water can be introduced through the connecting member 5 and the suction hose 6. Therefore, the water collecting pipe 4 can be installed at a place where the other unit 30 can be connected. As described above, the soft ground improvement device 1 can reduce the number of water collecting pipes 4 without having to install useless water collecting pipes 4 due to the land shape of the soft ground 2, and can install the water collecting pipes 4 at appropriate places. can do.

また、軟弱地盤改良装置1は、ドレーン3と集水管4とが直接接続されず、連結部材5と連結されたサクションホース6が集水管4に接続されるため、ドレーン3の数に比して集水管4の接続箇所の数が少ない。したがって、集水管4の取付部への取付作業の工数を減らすことができるとともに、集水管4の取付部における漏気の危険や漏気検査の工数を減らし、作業効率を改善することができる。   Further, in the soft ground improvement device 1, since the drain 3 and the water collection pipe 4 are not directly connected, and the suction hose 6 connected to the connection member 5 is connected to the water collection pipe 4, compared to the number of drains 3. The number of connection points of the water collecting pipe 4 is small. Therefore, it is possible to reduce the number of man-hours for attaching the water collecting pipe 4 to the attaching portion, reduce the risk of air leakage in the attaching portion of the water collecting pipe 4, and the man-hour for air leakage inspection, thereby improving the work efficiency.

なお、各ドレーン3は、連結部材5の各接続部20と接続されるが、かかる工数は、従来と同様に必要となる。しかし、軟弱地盤改良装置1では、ドレーン3と集水管4とを直接接続するものではないため、ドレーン3の埋設位置にかかわらず、集水管4の設置位置を選択することができ、また、設置位置に制約のある集水管4に接続する場合に比して、設置の自由度が高い連結部材5の接続部20に接続するため、作業も効率よく行うことができる。   In addition, although each drain 3 is connected with each connection part 20 of the connection member 5, this man-hour is needed similarly to the past. However, since the soft ground improvement device 1 does not directly connect the drain 3 and the water collecting pipe 4, the installation position of the water collecting pipe 4 can be selected regardless of the buried position of the drain 3. Since the connection is made to the connecting portion 20 of the connecting member 5 having a high degree of freedom of installation compared to the case of connecting to the water collecting pipe 4 having a restriction in position, the work can also be performed efficiently.

さらに、軟弱地盤改良装置1は、ドレーンを集水管に直接接続するものではないため、集水管にドレーンとの接続部をドレーンの数だけ設け、ドレーンを接続しながら移動する作業が不要となる。すなわち、軟弱地盤改良装置1は、4つのドレーン3を1つの連結部材5に連結するため、4つドレーン3の接続作業を連結部材5が設置される一箇所で行うことができる。したがって、ドレーンを集水管に直接接続しながら移動していく作業に比して作業効率を向上させることができる。また、軟弱地盤改良装置1は、サクションホース6を集水管4に取り付けるが、取り付け箇所はドレーン3の数に比して少なくて済む。   Furthermore, since the soft ground improvement apparatus 1 does not directly connect the drain to the water collecting pipe, it is not necessary to provide the water collecting pipe with the number of connections to the drain and to move while connecting the drain. That is, since the soft ground improvement apparatus 1 connects the four drains 3 to the one connection member 5, the connection work of the four drains 3 can be performed at one place where the connection member 5 is installed. Therefore, the work efficiency can be improved as compared with the work of moving while the drain is directly connected to the water collecting pipe. Moreover, although the soft ground improvement apparatus 1 attaches the suction hose 6 to the water collecting pipe 4, the number of attachment locations may be smaller than the number of drains 3.

また、図1に示すように、軟弱地盤改良装置1は、ユニット30を、他のユニット30を介して集水管4に接続することもできる。すなわち、一方の連結部材5aは、複数の導水管22が形成されているため、各導水管22に取り付けられるサクションホース6の一方を他方の連結部材5bの導水管22に取り付け、他方のサクションホース6を集水管4の取付部に取り付けることもできる。一方のサクションホース6が取り付けられる連結部材5bは、当該サクションホース6が取り付けられない方の導水管22をテープやキャップ等で塞ぐ。このように、軟弱地盤改良装置1は、複数のユニット30を連結して集水管4に接続することで、地中の水分を吸引する必要のあるドレーン3の埋設箇所にかかわらず、集水管4の設置箇所を選択することができる。   As shown in FIG. 1, the soft ground improvement device 1 can also connect the unit 30 to the water collecting pipe 4 via another unit 30. That is, since one connecting member 5a is formed with a plurality of water conduits 22, one of the suction hoses 6 attached to each water conduit 22 is attached to the water conduit 22 of the other connecting member 5b, and the other suction hose. 6 can also be attached to the attachment portion of the water collecting pipe 4. The connecting member 5b to which one suction hose 6 is attached closes the water conduit 22 to which the suction hose 6 is not attached with a tape or a cap. As described above, the soft ground improvement device 1 connects the plurality of units 30 and connects them to the water collecting pipe 4, so that the water collecting pipe 4 can be used regardless of the buried portion of the drain 3 where the underground moisture needs to be sucked. The installation location of can be selected.

なお、軟弱地盤改良装置1は、連結部材5の接続部20の数は4箇所に限られず、2以上であればよく、また、ドレーン3が接続されない接続部20は、テープやキャップ等で閉塞され、気密とされる。   In the soft ground improvement device 1, the number of connection portions 20 of the connecting member 5 is not limited to four, and may be two or more. The connection portion 20 to which the drain 3 is not connected is blocked with a tape, a cap, or the like. And airtight.

また、軟弱地盤改良装置1は、ドレーン3の先端部を連結部材5の接続部20に直接接続させる他、ドレーン3の先端部に公知のキャップ部材を接続し、このキャップ部材を介して接続部20に接続してもよい。キャップ部材は、気密性を有し、一端に接続部20に接続されるホースが形成され、他端にドレーン3の先端部が嵌合する嵌合部が形成されている。キャップ部材は、予め工場で所定長さに切断されたドレーン3の先端部に嵌合され、キャップ部材付きのドレーン3がロール状に巻装されて搬入される。また、キャップ部材は、施工現場で所定長さに切断されたドレーン3の先端部に取り付けられる。   Moreover, the soft ground improvement apparatus 1 connects the front-end | tip part of the drain 3 directly to the connection part 20 of the connection member 5, and connects a well-known cap member to the front-end | tip part of the drain 3, and connects a connection part via this cap member. 20 may be connected. The cap member has airtightness, a hose connected to the connection portion 20 is formed at one end, and a fitting portion into which the distal end portion of the drain 3 is fitted is formed at the other end. The cap member is fitted to the distal end portion of the drain 3 that has been cut to a predetermined length in the factory in advance, and the drain 3 with the cap member is wound in a roll shape and carried in. Moreover, a cap member is attached to the front-end | tip part of the drain 3 cut | disconnected by the predetermined length at the construction site.

かかるキャップ部材を介在させることにより、ドレーン3と接続部20との接続作業を容易かつ迅速に行うとともに気密性を確保することができる。   By interposing such a cap member, it is possible to easily and quickly connect the drain 3 and the connecting portion 20 and to ensure airtightness.

また、本発明が適用される軟弱地盤改良装置は、上述したドレーン管12に不透気部13を設けたドレーン3のみならず、不透気部を設けないドレーンを用い、従来の軟弱地盤を密封シートで覆う大気圧工法に適用することもできる。この場合、不透気部13が設けられていないドレーン管12が軟弱地盤2中に打設され、連結部材5は、地表に臨まされているドレーン管12の先端と接続部20とが接続される。 Also, soft weak soil improvement apparatus to which the present invention that apply not only drain 3 provided FuToruki portion 13 to the drain pipe 12 described above, using a drain without the FuToruki part, conventional soft ground It can also be applied to the atmospheric pressure method of covering with a sealing sheet. In this case, the drain pipe 12 that is not provided with the air-impermeable portion 13 is driven into the soft ground 2, and the connecting member 5 is connected to the tip of the drain pipe 12 facing the ground surface and the connection portion 20. The

軟弱地盤改良装置の構成を示す平面図である。It is a top view which shows the structure of a soft ground improvement apparatus. ドレーンの構成を示す斜視図である。It is a perspective view which shows the structure of a drain. 不透気部が形成されるドレーンを示す斜視図である。It is a perspective view which shows the drain in which an air-impermeable part is formed. 不透気部が形成されるドレーンを示す斜視図である。It is a perspective view which shows the drain in which an air-impermeable part is formed. 連結部材を示す斜視図である。It is a perspective view which shows a connection member. 盛土併用工法に適用された連結部材を示す断面図である。It is sectional drawing which shows the connection member applied to the embankment combined use construction method.

符号の説明Explanation of symbols

1 軟弱地盤改良装置、2 軟弱地盤、3 ドレーン、4 集水管、5 連結部材、6 サクションホース、7 排水管、8 真空ポンプ、10 芯材、11 フィルタ、12 ドレーン管、13 不透気部、20 接続部、21 集水部、22 導水管、23 開口部、24 位置決めピン、30 ユニット DESCRIPTION OF SYMBOLS 1 Soft ground improvement apparatus, 2 Soft ground, 3 Drain, 4 Water collecting pipe, 5 Connection member, 6 Suction hose, 7 Drain pipe, 8 Vacuum pump, 10 Core material, 11 Filter, 12 Drain pipe, 13 Air-impermeable part, 20 connecting parts, 21 water collecting parts, 22 water conduits, 23 openings, 24 positioning pins, 30 units

Claims (4)

地表から地中にかけて埋設されることにより地中の水分を地上へ導水するドレーンと、A drain that is buried from the ground surface to the ground to guide the water in the ground to the ground,
上記ドレーンから集水された地中の水分を集水する集水管と、  A water collecting pipe for collecting water in the ground collected from the drain;
上記ドレーンと上記集水管とを連結する連結部材と、  A connecting member for connecting the drain and the water collecting pipe;
上記集水管と連結され、上記ドレーン内を減圧する減圧手段とを備え、  A pressure reducing means that is connected to the water collecting pipe and depressurizes the drain;
上記連結部材は、  The connecting member is
上記ドレーンが接続される複数の接続部と、  A plurality of connecting portions to which the drain is connected;
上記接続部を介してドレーンより導水された地中の水分を集水する集水部と、  A water collecting part for collecting water in the ground guided by the drain through the connection part;
先端が上記集水管と接続され上記集水部に集水された水分を上記集水管へ導水する導水管とを備え、  A tip pipe connected to the water collection pipe, and a water guide pipe for guiding the water collected in the water collection section to the water collection pipe,
上記連結部材の上記各接続部、上記集水部及び上記導水管は略同一平面上に設けられ、略扁平状に形成されてなるとともに、  Each of the connection parts, the water collecting part, and the water conduit of the connecting member are provided on substantially the same plane and formed in a substantially flat shape,
上記連結部材は、上記集水管と略同一平面上の離間した位置に配置されてなる軟弱地盤改良装置。  The soft ground improvement device, wherein the connecting member is disposed at a position spaced apart on substantially the same plane as the water collecting pipe.
上記連結部材の各接続部、上記集水部及び上記導水管は一体成型されている請求項1記載の軟弱地盤改良装置。The soft ground improvement device according to claim 1, wherein each connection portion of the connecting member, the water collecting portion, and the water conduit are integrally formed. 上記連結部材の各接続部の内部には、挿入されるドレーンの先端部分が当設する補強部材が立設されてなる請求項1記載の軟弱地盤改良装置。The soft ground improvement device according to claim 1, wherein a reinforcing member provided with a leading end portion of a drain to be inserted is erected inside each connection portion of the connecting member. 上記連結部材は、他の連結部材を介して集水管に接続されてなる請求項1又は2記載の軟弱地盤改良装置 The soft ground improvement device according to claim 1 or 2, wherein the connecting member is connected to the water collecting pipe via another connecting member .
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