JP2011099285A - Connecting member and method for improving soil - Google Patents

Connecting member and method for improving soil Download PDF

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JP2011099285A
JP2011099285A JP2009255869A JP2009255869A JP2011099285A JP 2011099285 A JP2011099285 A JP 2011099285A JP 2009255869 A JP2009255869 A JP 2009255869A JP 2009255869 A JP2009255869 A JP 2009255869A JP 2011099285 A JP2011099285 A JP 2011099285A
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water
drain device
impermeable
ground
drain
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JP5448729B2 (en
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Hirobumi Taguchi
博文 田口
Hiroshi Ogasawara
広志 小笠原
Kenta Mizuno
健太 水野
Hironobu Iizuka
浩延 飯塚
Hidetaka Akagane
秀孝 赤金
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Toa Corp
Tokyu Construction Co Ltd
Chikami Miltec Inc
Wakachiku Construction Co Ltd
Cad Tech Inc Japan
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Toa Corp
Tokyu Construction Co Ltd
Chikami Miltec Inc
Wakachiku Construction Co Ltd
Cad Tech Inc Japan
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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a connecting member which connects a drain device exposed on a ground to a collecting pipe with the airtightness secured. <P>SOLUTION: This connecting member 1 connects the drain device 3 and the collecting pipe 4 together. The drain device 3 includes a permeable member 12 which is formed of a permeable material and driven into soft ground, and an impermeable member 13 which is made of an impermeable material, which has a hollow portion allowing the insertion of the permeable member 12 and which is placed into the ground to be exposed by a predetermined length from the ground surface of the soft ground. The connecting member 1 has a body 17 in which an insertion hole 15 for inserting the permeable member 12 of the drain device 3 is formed at one end, in which a water leading portion 16 for leading groundwater into the collecting pipe 4 is formed at the other end, and in which the leading end of the impermeable member 13 is attached in a covering manner to an outer surface toward the side of the other end from the side of the one end. In the body 17, a tapered portion 20, the diameter of which becomes larger than the opening diameter of the impermeable member 13, is formed toward the side of the other end from the side of the one end. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、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とドレーン装置を用いてくみ上げた地下水を集める集水管とを接続する接続部材、及び、この接続部材を用いた地盤改良方法に関する。   The present invention relates to a connection member for connecting a drain device used to improve the soft ground by discharging moisture contained in the ground and a water collecting pipe for collecting groundwater pumped up using the drain device, and the connection. The present invention relates to a ground improvement method using members.

従来、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地盤改良工法のひとつとして、大気圧工法が知られている。この大気圧工法は、軟弱地盤中に鉛直ドレーン材を打設し、地表面を密封シートで覆い、シート内を減圧することによる圧力差(大気圧差)で加重を負荷する。そして、地盤中の水が鉛直ドレーン材を介して排水されることで地盤の圧密を促進する工法である。   Conventionally, an atmospheric pressure construction method is known as one of ground improvement methods for improving soft ground to hard ground by discharging moisture and air in the soft ground. In this atmospheric pressure construction method, a vertical drain material is placed in soft ground, the ground surface is covered with a sealing sheet, and a load is applied by a pressure difference (atmospheric pressure difference) by reducing the pressure inside the sheet. And it is the construction method which promotes consolidation of the ground by draining the water in the ground through the vertical drain material.

この大気圧工法は、地表面を気密性を確保しながら密封シートで覆う必要があり、作業効率及び経済性で課題があった。   This atmospheric pressure method needs to cover the ground surface with a sealing sheet while ensuring airtightness, and there are problems in work efficiency and economy.

そこで、密封シートを用いない真空圧密による軟弱地盤改良工法が種々提案されている(例えば、特許文献1参照。)。特許文献1に示す真空圧密による軟弱地盤改良工法は、密封シートを用いる代わりに、上端に端部より一定長さ分だけ、内部は通水性を有し、周面からの通気を遮断させた不透気部が設けられたドレーン材を用いることについて記載されている。   Therefore, various soft ground improvement methods using vacuum consolidation without using a sealing sheet have been proposed (see, for example, Patent Document 1). In the soft ground improvement method by vacuum consolidation shown in Patent Document 1, instead of using a sealing sheet, the inner end has water permeability by a certain length from the end portion, and the air passage from the peripheral surface is blocked. It describes about using the drain material provided with the air permeable part.

ところで、特許文献1に示すような工法は、地盤改良後、不透気部を有するドレーン材が地盤に残置される。特に、比較的深度の浅い地盤中の表層部に打設され残置される不透気部は、その後の土地造成に伴う掘削作業において、廃棄処分が必要などの理由により障害となっていた。また、このようなドレーン材は、使い捨てタイプとして用いられ、環境負荷が懸念される。   By the way, the construction method as shown to patent document 1 leaves the drain material which has an air-impermeable part in the ground after ground improvement. In particular, the air-impermeable portion that is placed on the surface layer in the relatively shallow ground and left behind has been an obstacle due to the necessity of disposal in excavation work associated with the subsequent land development. Moreover, such a drain material is used as a disposable type, and there is a concern about the environmental load.

そこで、近年では、軟弱地盤の改良方法として、ドレーン材の不透気部を地盤より所定深さに埋設するとともに、不透気部の上端を地表に突出させ、気密性を有する接続部材と地表に臨まされた不透気部の上端とを接続する工法が提案されている。かかる工法においては、接続部材が、集水管とも接続され、集水管内を真空ポンプによっ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。   Therefore, in recent years, as an improvement method for soft ground, the impermeable portion of the drain material is buried at a predetermined depth from the ground, and the upper end of the impermeable portion is projected to the ground surface, so that the airtight connection member and the ground surface are embedded. There has been proposed a method of connecting the upper end of the air-impermeable portion that is exposed to the surface. In such a construction method, the connecting member is also connected to the water collecting pipe, and the inside of the water collecting pipe is decompressed by a vacuum pump to promote drainage without using a sealing sheet.

このように、ドレーン材は、上端に接続部材を取り付け、この接続部材を介して集水管と接続されている。接続部材は、一端に不透気部が設けられたドレーン材の上端が挿入可能な大きさの開口部を有し、ドレーン材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ドレーン材と接続されている(図15参照)。   As described above, the drain member is connected to the water collecting pipe through the connection member attached to the upper end. The connecting member has an opening having a size that allows the upper end of the drain material provided with an air-impermeable portion at one end to be inserted. When the upper end of the drain material is inserted, the opening is sealed with tape, an adhesive, or the like. By stopping, it is connected to the drain material (see FIG. 15).

また、接続部材は、他端にドレーン材が集水した地中の水分を集水管へ導水する導水部が設けられ、導水部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、ドレーン材が集水した地中の水分を集水管に導水する。   In addition, the connection member is provided with a water guide part that guides the moisture in the ground collected by the drain material to the water collection pipe at the other end, and the water conduction part is connected to the water collection pipe installed at the construction site, so that the drain The underground water collected by the material is introduced to the water collecting pipe.

特開2001−226951号公報JP 2001-226951 A

このように、地表に臨まされたドレーン材の上端と接続部材との接続は、ドレーン材の不透気部と接続部材の開口部とを接着剤によって接着した後、テープを不透気部と開口部との境界部分に巻回するなどの方法により行っていたが、当該接続箇所の密封が不十分なケースもあった。そして、ドレーン材と接続部材との接続箇所は地表に露出しているため、当該接続箇所が密封されないと、真空ポンプを作動させた場合にも、所定の圧力まで減圧できず、荷重不足となりうる。   In this way, the connection between the upper end of the drain material facing the ground surface and the connection member is performed by bonding the air-impermeable portion of the drain material and the opening of the connection member with an adhesive, and then attaching the tape to the air-impermeable portion. Although it was carried out by a method such as winding around the boundary with the opening, there was a case where the connection portion was not sufficiently sealed. And since the connection location of the drain material and the connection member is exposed to the ground surface, if the connection location is not sealed, even when the vacuum pump is operated, the pressure cannot be reduced to a predetermined pressure, and the load may be insufficient. .

そこで、本発明は、ドレーン材と気密状態で接続可能な接続部材と、この接続部材を用いた軟弱地盤改良方法を提供することを目的とする。   Therefore, an object of the present invention is to provide a connection member that can be connected to a drain material in an airtight state, and a soft ground improvement method using the connection member.

上述した課題を解決するために、本発明にかかる接続部材は、透水性材料により中空部を有するように形成され、軟弱地盤中の所定の深度に打設される透水性部材と、不透水性材料により上記透水性部材が挿通する中空部を有するように形成され、上記軟弱地盤の地表面から所定の長さを残し上記軟弱地盤に打設される不透水性部材とを備えるドレーン装置と、上記ドレーン装置によってくみ上げた地下水を集水する集水管とを接続する接続部材において、一端に上記ドレーン装置の透水性部材の先端が挿入する挿入孔が形成され、他端に上記挿入孔と連続すると共に上記集水管に地下水を導く導水部が形成され、上記一端側から上記他端側に向かって上記不透水性部材の先端が外面に被着する本体を有し、上記本体は、上記一端側から上記他端側に向かって、上記不透水性部材の開口径よりも拡径していくテーパ部が形成されているものである。   In order to solve the above-described problems, a connection member according to the present invention is formed so as to have a hollow portion with a water-permeable material, and is formed with a water-permeable member that is placed at a predetermined depth in a soft ground. A drain device comprising a material that has a hollow portion through which the water-permeable member is inserted, and a water-impermeable member that is placed on the soft ground leaving a predetermined length from the ground surface of the soft ground; In the connecting member that connects the water collecting pipe that collects the groundwater pumped up by the drain device, an insertion hole into which the tip of the water-permeable member of the drain device is inserted is formed at one end, and the insertion hole is continuous with the other end. And a water guide part that guides groundwater to the water collecting pipe, and has a main body on which an end of the water-impermeable member is attached to an outer surface from the one end side toward the other end side. To above Toward the end side, in which the tapered portion to continue to diameter larger than the opening diameter of the impermeable member is formed.

また、本発明にかかる軟弱地盤改良方法は、透水性材料により中空部を有するように形成され、軟弱地盤中の所定の深度に打設される透水性部材と、不透水性材料により上記透水性部材が挿通する中空部を有するように形成され、上記軟弱地盤の地表面から所定の長さを残し上記軟弱地盤に打設される不透水性部材とを備えるドレーン装置を、上記不透水性部材の先端を地表に突出させて軟弱地盤中に打設する工程と、上記ドレーン装置の上記透水性部材を接続部材の挿入孔へ挿入するとともに、上記不透水性部材を上記接続部材に被着させる工程と、上記接続部材を集水管に接続する工程と、上記集水管内を減圧する工程とを備え、上記不透水性部材を上記接続部材に被着させる工程では、上記不透水性部材を、上記接続部材の外面に形成され上記不透水性部材の開口径よりも拡径していくテーパ部に被せていくものである。   Further, the soft ground improving method according to the present invention includes a water permeable member formed to have a hollow portion with a water permeable material, and placed at a predetermined depth in the soft ground, and the water permeable material using the water permeable material. A drain device comprising a hollow portion through which the member is inserted and having a predetermined length from the ground surface of the soft ground, and a water-impermeable member that is placed on the soft ground; A step of projecting the front end of the drainage device into the soft ground, inserting the water-permeable member of the drain device into the insertion hole of the connection member, and attaching the water-impermeable member to the connection member A step of connecting the connecting member to the water collecting pipe and a step of reducing the pressure inside the water collecting pipe, and in the step of attaching the water-impermeable member to the connecting member, Formed on the outer surface of the connecting member Re those going over the tapered portion continue to diameter larger than the opening diameter of the impermeable member.

本発明によれば、本体の一端側から他端側に向かって形成されているテーパ部は、不透水性部材の開口径よりも拡径していくため、不透水性部材が緊張され、より緊密に本体に被着させることができる。したがって、本発明は、ドレーン装置と接続部材とを気密状態で接続することができるため、真空ポンプによって減圧された状態を維持し、軟弱地盤中の水分を効率的に排水することができる。   According to the present invention, the tapered portion formed from one end side to the other end side of the main body expands more than the opening diameter of the water-impermeable member. It can be tightly attached to the body. Therefore, since this invention can connect a drain apparatus and a connection member in an airtight state, the state decompressed by the vacuum pump can be maintained and the water | moisture content in a soft ground can be drained efficiently.

本発明にかかる軟弱地盤改良方法について説明する断面図である。It is sectional drawing explaining the soft ground improvement method concerning this invention. 本発明にかかる軟弱地盤改良方法について説明する平面図である。It is a top view explaining the soft ground improvement method concerning this invention. ドレーン装置を示す斜視図である。It is a perspective view which shows a drain apparatus. 不透気部が形成されるドレーン装置を示す斜視図である。It is a perspective view which shows the drain apparatus in which an air-impermeable part is formed. ドレーン装置が接続される集水管を示す斜視図である。It is a perspective view which shows the water collection pipe | tube to which a drain apparatus is connected. 接続部材を示す図であり、(a)は平面図、(b)は正面図である。It is a figure which shows a connection member, (a) is a top view, (b) is a front view. ドレーン装置と接続された接続部材を示す図である。It is a figure which shows the connection member connected with the drain apparatus. 主面を膨出させた接続部材を示す斜視図である。It is a perspective view which shows the connection member which made the main surface bulge. 接着剤を塗布した接続部材を示す斜視図である。It is a perspective view which shows the connection member which apply | coated the adhesive agent. ステイプラーでホースと接続された接続部材を示す平面図である。It is a top view which shows the connection member connected with the hose with the stapler. 粘着テープでホースと接続された接続部材を示す平面図である。It is a top view which shows the connection member connected with the hose with the adhesive tape. 複数のドレーン装置が接続部材を介して1本に連結されている状態を示す図である。It is a figure which shows the state in which the several drain apparatus is connected with one through the connection member. 実施例及び比較例を説明するための図である。It is a figure for demonstrating an Example and a comparative example. ドレーン装置の先端を円筒ソケットに接続した比較例を示す斜視図である。It is a perspective view which shows the comparative example which connected the front-end | tip of the drain apparatus to the cylindrical socket. ドレーン装置を、端面にドレーン装置と略同形状の挿入孔が形成された平板ソケットに接続した参考例を示す平面図である。It is a top view which shows the reference example which connected the drain apparatus to the flat plate socket by which the insertion hole of substantially the same shape as the drain apparatus was formed in the end surface. 本発明にかかる他の接続部材を示す図であり、(a)は断面図であり、(b)は底面図である。It is a figure which shows the other connection member concerning this invention, (a) is sectional drawing, (b) is a bottom view. 本発明にかかる他の接続部材の構成を分解して示す側面図である。It is a side view which decomposes | disassembles and shows the structure of the other connection member concerning this invention. ジョイントピースにドレーン装置を接続した状態を示す平面図である。It is a top view which shows the state which connected the drain apparatus to the joint piece. ドレーン装置が接続されたジョイントピースとジョイントカバーとを接続した状態を示す平面図である。It is a top view which shows the state which connected the joint piece and the joint cover to which the drain apparatus was connected. ジョイントピースが嵌合されたジョイントカバーとジョイントボディとを接続する状態を示す平面図である。It is a top view which shows the state which connects the joint cover by which the joint piece was fitted, and a joint body.

以下、本発明が適用された接続部材及び、軟弱地盤改良方法について、図面を参照しながら詳細に説明する。本発明が適用された軟弱地盤改良方法は、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装置3と、ドレーン装置3から集水された地中の水分を集水する集水管4と、ドレーン装置3と集水管4とを連結する接続部材1と、集水管4と連結され、ドレーン装置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, a connection member to which the present invention is applied and a soft ground improvement method will be described in detail with reference to the drawings. As shown in FIG. 1, the soft ground improvement method to which the present invention is applied promotes and improves the consolidation settlement by sucking up moisture contained in the ground of the soft ground 2, and is applied to the soft ground. A drain device 3 installed, a water collecting pipe 4 collecting water in the ground collected from the drain device 3, a connecting member 1 connecting the drain device 3 and the water collecting pipe 4, and a water collecting pipe 4 And a vacuum pump 8 serving as decompression means for decompressing the inside of the drain device 3.

そして、この軟弱地盤改良方法は、図2に示すように、軟弱地盤2中に所定間隔でドレーン装置3を打設し、地表面に臨まされたドレーン装置3の先端と接続部材1とを連結するとともに接続部材1と集水管4とを接続する。接続部材1には導水部16が設けられ、導水部16が集水管4に接続される。各集水管4は大径の排水管6と接続され、排水管6と接続している真空ポンプ8によって、集水管4内及びドレーン装置3内部が減圧される。これにより、ドレーン装置3を介して地中の水分が吸い上げられ、集水管4及び排水管6を通り排出される。   In this soft ground improvement method, as shown in FIG. 2, a drain device 3 is placed at a predetermined interval in the soft ground 2, and the tip of the drain device 3 facing the ground surface is connected to the connection member 1. In addition, the connecting member 1 and the water collecting pipe 4 are connected. The connecting member 1 is provided with a water guiding portion 16, and the water guiding portion 16 is connected to the water collecting pipe 4. Each water collection pipe 4 is connected to a large-diameter drain pipe 6, and the inside of the water collection pipe 4 and the drain device 3 is decompressed by a vacuum pump 8 connected to the drain pipe 6. As a result, moisture in the ground is sucked up through the drain device 3 and discharged through the water collecting pipe 4 and the drain pipe 6.

ドレーン装置3は、図3に示すように、軟弱地盤2中の水分が通水する透水性部材となるドレーン材12と、ドレーン材12の端部に設けられ不透水性部材となるホース13とを備える。ドレーン材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、例えばポリオレフィン、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. 3, the drain device 3 includes a drain material 12 serving as a water permeable member through which moisture in the soft ground 2 flows, and a hose 13 provided at an end of the drain material 12 and serving as an impermeable member. Is provided. The drain material 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 polyolefin 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、ドレーン装置3は、ドレーン材12の地表から地下数十〜数百cmに至る先端部が、不透水性の材料によって形成されたホース13で覆われることにより、不透気部が形成されている。ホース13は、図4に示すように、ポリプロピレンや塩化ビニルなどの不透水性の材料を用いてドレーン装置3を覆うことができる大きさの環状体が形成され、ドレーン材12の先端部を挿通させる。なお、ホース13とドレーン材12の先端部とは、ホッチキスやテープ、接着剤、溶着等公知の手法で固定される。   Further, the drain device 3 is formed with an air-impermeable portion by covering the tip of the drain material 12 from the ground surface to several tens to several hundreds of centimeters with a hose 13 formed of an impermeable material. ing. As shown in FIG. 4, the hose 13 is formed with an annular body having a size capable of covering the drain device 3 using a water-impermeable material such as polypropylene or vinyl chloride, and is inserted through the distal end portion of the drain material 12. Let In addition, the hose 13 and the front-end | tip part of the drain material 12 are fixed by well-known methods, such as a stapler, a tape, an adhesive agent, and welding.

この軟弱地盤改良方法は、ドレーン装置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、真空圧密による地盤改良工事を行うことができる。   In this soft ground improvement method, the ground from the ground surface of the drain device 3 to several tens to several hundreds of centimeters is covered with a water-impermeable material so that the soft ground 2 is not covered with a sheet that seals the ground by vacuum consolidation. Improvement work can be performed.

かかるドレーン装置3は、予め製造工場において、芯材10をフィルタ11及びホース13で所定間隔ごとに覆うことにより製造されるとともに、所定間隔毎に接続部材1が接続され、当該接続部材1を介して1本に連結された後、ロール状に巻回される。ドレーン装置3と接続部材1との接続については後に詳述する。その後、ロール状態で施工現場に搬入され、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。   The drain device 3 is manufactured in advance in a manufacturing factory by covering the core material 10 with the filter 11 and the hose 13 at predetermined intervals, and the connecting member 1 is connected at every predetermined interval. And then wound into a roll. The connection between the drain device 3 and the connection member 1 will be described in detail later. Then, it is carried into the construction site in a roll state, and is placed on the soft ground 2 at a predetermined interval by the same procedure as that for normal vertical drain placement.

このとき、ドレーン装置3は、接続部材1が接続された不透気部の先端側が、地表に突出されている。そして、接続部材1は、導水部16で集水管4に接続される。これにより、ドレーン装置3は、接続部材1を介して集水管4と連結され、真空ポンプ8により内部が減圧されることで、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。   At this time, in the drain device 3, the front end side of the air-impermeable portion to which the connecting member 1 is connected protrudes from the ground surface. Then, the connecting member 1 is connected to the water collecting pipe 4 at the water guiding portion 16. Thereby, the drain device 3 is connected to the water collecting pipe 4 through the connecting member 1, and the inside of the drainage device 3 is decompressed by the vacuum pump 8, thereby sucking moisture in the soft ground 2 and flowing it to the water collecting pipe 4. it can.

ドレーン装置3から排出される水を集める集水管4は、軟弱地盤2上に所定間隔で設置される。集水管4は、外周部に後述する接続部材1の導水部16の先端が取り付けられる。一本の集水管4は、接続部材1を介して複数のドレーン装置3が連結され、各ドレーン装置3から排出された軟弱地盤2中の水分が集水される。また、複数の集水管4によって集められた水分は大径の排水管6を通じて軟弱地盤2外へ排水される。   Water collecting pipes 4 that collect water discharged from the drain device 3 are installed on the soft ground 2 at predetermined intervals. The water collecting pipe 4 is attached to the outer peripheral portion at the tip of a water guiding portion 16 of the connecting member 1 described later. A single water collecting pipe 4 is connected to a plurality of drain devices 3 via a connecting member 1, and water in the soft ground 2 discharged from each drain device 3 is collected. Further, the water collected by the plurality of water collecting pipes 4 is drained out of the soft ground 2 through the large-diameter drain pipe 6.

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、ドレーン装置3と接続された接続部材1が取り付けられる。接続部材1との取り付けは、図5に示すように、集水管4の外周部に形成され取付孔5aを備えた取付部5に、導水部16が挿通され、接着剤等により気密性を確保しつつ行う。   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, the connecting member 1 connected to the drain device 3 is attached. As shown in FIG. 5, the connection member 1 is attached to the attachment portion 5 formed on the outer peripheral portion of the water collecting pipe 4 and provided with the attachment hole 5a, and airtightness is secured by an adhesive or the like. While doing.

また、集水管4は、排水管6と接続している真空ポンプ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装置3内に軟弱地盤2の地中にある水分を排出させる。   Moreover, the inside of the water collecting pipe 4 is decompressed by decompression means such as a vacuum pump 8 connected to the drain pipe 6, thereby draining the water in the ground of the soft ground 2 into the drain device 3.

次いで、ドレーン装置3と集水管4とを接続する接続部材1について説明する。接続部材1は、図6に示すように、一端にドレーン装置3のドレーン材12の先端が挿入する挿入孔15が形成され、他端に集水管4に接続されることによりドレーン装置3を通って排出された水を集水管4に導く導水部16とを有する本体17を備える。そして、接続部材1は、図7に示すように、本体17の挿入孔15にドレーン材12が挿入されるとともに、本体17の外面にホース13が被着することによりドレーン装置3と接続する。また、接続部材1は、導水部16が集水管4の取付部5に取り付けられることにより集水管4と接続する。   Next, the connecting member 1 that connects the drain device 3 and the water collecting pipe 4 will be described. As shown in FIG. 6, the connection member 1 has an insertion hole 15 into which the tip of the drain material 12 of the drain device 3 is inserted at one end, and is connected to the water collecting pipe 4 at the other end to pass through the drain device 3. A main body 17 having a water guide portion 16 for guiding the discharged water to the water collecting pipe 4. As shown in FIG. 7, the connecting member 1 is connected to the drain device 3 by inserting the drain material 12 into the insertion hole 15 of the main body 17 and attaching the hose 13 to the outer surface of the main body 17. Further, the connecting member 1 is connected to the water collecting pipe 4 by attaching the water guiding part 16 to the attaching part 5 of the water collecting pipe 4.

本体17は、ポリオレフィン樹脂等を用いて成型されている。また、本体17は、略扁平形状をなし、一端面に形成された挿入孔15と他端面に形成された導水部16とが連続する中空状に形成されている。   The main body 17 is molded using a polyolefin resin or the like. Moreover, the main body 17 has a substantially flat shape, and is formed in a hollow shape in which the insertion hole 15 formed on one end surface and the water guide portion 16 formed on the other end surface are continuous.

挿入孔15は、略矩形状に開口され、ドレーン材12の幅及び厚さと略同じ幅及び厚さを有する。導水部16は、集水管4の外周部に形成された取付部5の取付孔5a内に挿入可能な円筒形状を有する。   The insertion hole 15 is opened in a substantially rectangular shape and has substantially the same width and thickness as the drain material 12. The water guide portion 16 has a cylindrical shape that can be inserted into the mounting hole 5 a of the mounting portion 5 formed on the outer peripheral portion of the water collecting pipe 4.

また、ドレーン装置3の不透水性部材となるホース13が被着される本体17は、ホース13の挿入方向となる一端から他端にかけて、ホース13の開口径よりも拡径していくテーパ部20が形成されている。テーパ部20は、本体17の挿入孔15の幅方向の両側面17a,17bに形成されている。   In addition, the main body 17 to which the hose 13 that becomes the water-impermeable member of the drain device 3 is attached has a tapered portion that is larger in diameter than the opening diameter of the hose 13 from one end to the other end in the insertion direction of the hose 13. 20 is formed. The tapered portion 20 is formed on both side surfaces 17 a and 17 b in the width direction of the insertion hole 15 of the main body 17.

本体17は、テーパ部20が形成されることにより、両側面17a,17b間が、一端から他端にかけて漸次拡大していく。そして、本体17は、一端の外径はホース13の開口径よりも小さいが、他端側に向かって外径が拡径していき、ホース13の開口径よりも大きくなる。   The main body 17 is gradually enlarged from one end to the other end between the side surfaces 17a and 17b by forming the tapered portion 20. The main body 17 has an outer diameter at one end smaller than the opening diameter of the hose 13, but the outer diameter increases toward the other end and becomes larger than the opening diameter of the hose 13.

したがって、接続部材1は、本体17の外面に一端側からホース13を被せていくと、テーパ部20によってホース13が緊張される。ホース13は、多少の伸縮性を備えているため、テーパ部20に沿って緊張するまで本体17に被せられることにより、本体17に密着する。   Therefore, when the connecting member 1 covers the outer surface of the main body 17 from the one end side, the hose 13 is tensioned by the tapered portion 20. Since the hose 13 has some elasticity, the hose 13 is in close contact with the main body 17 by being covered with the main body 17 until it is tensioned along the tapered portion 20.

これにより、接続部材1は、地表に臨まされたドレーン装置3の先端との接続箇所を密封することができ、真空ポンプ8による減圧時にも、当該接続箇所からの空気の流入を防止することができる。したがって、接続部材1を用いた工法においては、真空ポンプ8によって減圧した所定の気圧を維持することができ、効率的に軟弱地盤から排水を行うことができる。   Thereby, the connection member 1 can seal the connection part with the front-end | tip of the drain apparatus 3 which faced the ground surface, and can prevent the inflow of the air from the said connection part also at the time of pressure reduction by the vacuum pump 8. it can. Therefore, in the construction method using the connection member 1, the predetermined atmospheric pressure reduced by the vacuum pump 8 can be maintained, and drainage can be efficiently performed from the soft ground.

また、図8に示すように、接続部材1は、テーパ部20が形成された本体17の両側面17a,17bと隣接する両主面17c,17dが漸次膨出するように形成してもよい。すなわち、本体17は、一端面に臨む挿入孔15の長手方向に沿って両主面17c,17dがホース13の挿入方向に亘って形成されている。この両主面17c,17dは、平坦に形成する以外にも、挿入孔15の長手方向の中心位置を最厚部として挿入孔15の短手方向に膨出するように形成してもよい。   Further, as shown in FIG. 8, the connecting member 1 may be formed such that both main surfaces 17c and 17d adjacent to both side surfaces 17a and 17b of the main body 17 formed with the tapered portion 20 gradually bulge. . That is, the main body 17 has both main surfaces 17 c and 17 d formed in the insertion direction of the hose 13 along the longitudinal direction of the insertion hole 15 facing one end surface. Both the main surfaces 17c and 17d may be formed so as to bulge in the short direction of the insertion hole 15 with the center position in the longitudinal direction of the insertion hole 15 being the thickest part in addition to being formed flat.

両主面17c,17dを膨出させることにより、接続部材1は、ホース13を被せたときに、テーパ部20とともにホース13の開口全周に亘って緊張させさせることができ、よりホース13を本体17の外面に密着させることができる。これにより、接続部材1は、地表に臨まされたドレーン装置3の先端との接続箇所をより強固に密封することができ、当該接続箇所からの空気の流入を防止することができる。   By swelling both the main surfaces 17c and 17d, the connecting member 1 can be tensioned over the entire circumference of the opening of the hose 13 together with the tapered portion 20 when the hose 13 is covered. It can be brought into close contact with the outer surface of the main body 17. Thereby, the connection member 1 can seal the connection location with the front-end | tip of the drain apparatus 3 which faced the ground surface more firmly, and can prevent the inflow of the air from the said connection location.

また、図9に示すように、接続部材1は、ホース13が被着される本体17の外面に予め接着剤23を塗布しておいてもよい。これにより、接続部材1は、ホース13をより本体17の外面に密着させて空気の流入を防止し気密性を向上させるとともに、ドレーン装置3の運搬や軟弱地盤2への打設時などにおいてドレーン装置3の抜け止めも図ることができる。   Moreover, as shown in FIG. 9, the connection member 1 may apply | coat the adhesive agent 23 previously to the outer surface of the main body 17 to which the hose 13 is adhered. Thereby, the connecting member 1 allows the hose 13 to be more closely attached to the outer surface of the main body 17 to prevent the inflow of air and improve the airtightness, and at the time of transporting the drain device 3 or placing it on the soft ground 2. The device 3 can be prevented from coming off.

なお、接続部材1は、図10に示すように、本体17にドレーン材12が挿入された後、ステイプラー24によって本体17とドレーン材12とを接続してもよい。これにより、接続部材1は、ドレーン装置3の打設時における接続部材1とドレーン材12との分離を防止することができる。   As shown in FIG. 10, the connecting member 1 may connect the main body 17 and the drain material 12 by the stapler 24 after the drain material 12 is inserted into the main body 17. Thereby, the connection member 1 can prevent the connection member 1 and the drain material 12 from being separated when the drain device 3 is placed.

また、接続部材1は、図11に示すように、本体17にホース13が被着された後、粘着テープ25で本体17とホース13との境界を封止してもよい。これによっても、接続部材1は、ホース13をより本体17の外面に密着させることができるとともに、ホース13の抜け止めも図ることができる。   Further, as shown in FIG. 11, the connecting member 1 may seal the boundary between the main body 17 and the hose 13 with the adhesive tape 25 after the hose 13 is attached to the main body 17. Also by this, the connection member 1 can make the hose 13 more closely contact the outer surface of the main body 17 and can prevent the hose 13 from coming off.

そして、接続部材1は、これら接着剤23の塗布、ステイプラー24による接続、粘着テープ25による封止を、適宜組み合わせて本体17とドレーン材12及びホース13とを密着させてもよい。これら接着剤23、ステイプラー24及び粘着テープ25を全て用いることで、接続部材1は、ホース13を本体17の外面に密着させてドレーン装置3との接続を気密性を確保しながら行うことができ、またドレーン装置3の打設時におけるドレーン装置3の抜け止めを図ることができる。   The connecting member 1 may adhere the main body 17, the drain material 12, and the hose 13 by appropriately combining the application of the adhesive 23, the connection with the stapler 24, and the sealing with the adhesive tape 25. By using all of the adhesive 23, the stapler 24 and the adhesive tape 25, the connecting member 1 can perform the connection with the drain device 3 while ensuring the airtightness by bringing the hose 13 into close contact with the outer surface of the main body 17. In addition, it is possible to prevent the drain device 3 from coming off when the drain device 3 is placed.

次いで、接続部材1を用いた軟弱地盤改良工事について説明する。先ず、ドレーン装置3が、接続部材1と接続される。具体的に、接続部材1は、挿入孔15にドレーン材12が挿入されるとともに、ホース13が本体17の外面に被着される。このとき、接続部材1は、両側面17a,17bにテーパ部20が形成されているため、本体17の外面に一端側からホース13を被せていくと、テーパ部20によってホース13が緊張される。したがって、接続部材1は、ホース13が、テーパ部20に沿って緊張するまで本体17に被せられることにより、本体17に密着する。なお、ドレーン装置3は、予め軟弱地盤2に打設する深さに相当する長さに切断されている。   Next, the soft ground improvement work using the connecting member 1 will be described. First, the drain device 3 is connected to the connection member 1. Specifically, in the connection member 1, the drain material 12 is inserted into the insertion hole 15, and the hose 13 is attached to the outer surface of the main body 17. At this time, since the connecting member 1 has tapered portions 20 on both side surfaces 17a and 17b, the hose 13 is tensioned by the tapered portion 20 when the hose 13 is put on the outer surface of the main body 17 from one end side. . Therefore, the connecting member 1 is in close contact with the main body 17 by covering the main body 17 until the hose 13 is tensioned along the tapered portion 20. Note that the drain device 3 is cut in advance to a length corresponding to the depth of placement on the soft ground 2.

また、接続部材1は、本体17にドレーン材12を挿入した後にステイプラー24により接続し、その後本体17の外面に接着剤23を塗布し、さらにホース13との境界を跨いで粘着テープ25を本体17の外面に巻回することにより、ドレーン装置3の打設時の抜け止めを図り、かつドレーン装置3との接続箇所の気密性を確保することができる。   The connecting member 1 is connected by a stapler 24 after the drain material 12 is inserted into the main body 17, and then the adhesive 23 is applied to the outer surface of the main body 17, and the adhesive tape 25 is applied across the boundary with the hose 13. By winding around the outer surface 17, it is possible to prevent the drain device 3 from being pulled out and to ensure the airtightness of the connection portion with the drain device 3.

ドレーン装置3は、不透気部となるホース13が設けられた先端に接続部材1が接続された後、ホース13が設けられていない後端部にも、接続部材1が接続される。このとき、ドレーン装置3は、後端部のドレーン材12が接続部材1の挿入孔15に挿入され、粘着テープ25をドレーン材12と接続部材1との境界を跨ぐように巻き付けるなどにより、ドレーン材12の抜け止めを図る。   In the drain device 3, after the connection member 1 is connected to the tip provided with the hose 13 serving as the air-impermeable portion, the connection member 1 is also connected to the rear end portion where the hose 13 is not provided. At this time, the drain device 3 is configured such that the drain material 12 at the rear end is inserted into the insertion hole 15 of the connection member 1 and the adhesive tape 25 is wound around the boundary between the drain material 12 and the connection member 1. The material 12 is prevented from coming off.

次いで、ドレーン装置3の後端に取り付けられた接続部材1の導水部16と、他のドレーン装置3の先端に接続された接続部材1の導水部16とを接続する。接続部材1の導水部16同士は、屈曲可能な連結具(図示せず)を介して接続される。そして、図12に示すように、ドレーン装置3は、先端に接続された接続部材1が、他のドレーン装置3の後端に接続された接続部材1と接続され、当該他のドレーン装置3は、先端に接続された接続部材1が、さらに他のドレーン装置3の後端に接続された接続部材1と接続される。このように、軟弱地盤への打設深さに応じた長さを備える複数のドレーン装置3が、1本に連結され、ロール状に巻回されて、打設現場まで搬送される。   Next, the water guide portion 16 of the connection member 1 attached to the rear end of the drain device 3 and the water guide portion 16 of the connection member 1 connected to the front end of the other drain device 3 are connected. The water guiding portions 16 of the connecting member 1 are connected to each other via a bendable connector (not shown). Then, as shown in FIG. 12, the drain device 3 has a connecting member 1 connected to the tip of the drain device 3 connected to a connecting member 1 connected to the rear end of the other drain device 3, and the other drain device 3 The connecting member 1 connected to the front end is connected to the connecting member 1 connected to the rear end of another drain device 3. Thus, the several drain apparatus 3 provided with the length according to the placement depth to soft ground is connected with one, wound in roll shape, and is conveyed to the placement site.

打設現場では、ドレーン装置3は、先端に接続されている接続部材1と連結具を介して接続された他の接続部材1が切り離されるとともに、後端に接続された接続部材1の手前でドレーン材12を切断し、当該後端に接続された接続部材1が切り離される。そして、ドレーン装置3は、打設機によって軟弱地盤2に所定間隔毎に鉛直に打設される。このように、ドレーン装置3は、予め接続部材1が先端に取り付けられるとともに、従来と同様に1本に連結されてロール状に巻回されているため、従来の工法をそのまま適用することができ、打設能力が低減することもない。   At the placement site, the drain device 3 is separated from the connecting member 1 connected to the front end and the other connecting member 1 connected via the coupling tool, and before the connecting member 1 connected to the rear end. The drain member 12 is cut, and the connecting member 1 connected to the rear end is cut off. Then, the drain device 3 is vertically driven at a predetermined interval on the soft ground 2 by a driving machine. As described above, the drain device 3 has the connection member 1 attached to the tip in advance, and is connected to one as in the conventional case and wound in a roll shape. Therefore, the conventional construction method can be applied as it is. In addition, the placement ability is not reduced.

打設後は、軟弱地盤2に形成した打設用の孔を必要に応じて埋め戻す。このとき、ドレーン装置3は、ホース13が設けられ不透気部となる先端側が地表から地下数十〜数百cmの深さに至る箇所に埋設されるとともに、接続部材1が接続された先端部が地表に突出され、集水管4の取付部5に取り付け可能とされている。   After the placement, the placement holes formed in the soft ground 2 are backfilled as necessary. At this time, the drain device 3 is provided with a hose 13 where the tip side which becomes an air-impermeable portion is buried in a place extending from the ground surface to a depth of several tens to several hundreds cm below and the tip to which the connecting member 1 is connected. The part protrudes to the ground surface and can be attached to the attachment part 5 of the water collecting pipe 4.

その後、接続部材1の導水部16を集水管4の取付部5先端に開口されている取付孔5a内に挿入し、接着剤により接続する。更に、接続部材1は、導水部16の取付部5への挿入箇所を粘着テープで巻回してもよい。打設したドレーン装置3に接続されている接続部材1を全て集水管4に接続した後、複数の集水管4と接続されている排水管6に接続している真空ポンプ8を作動させ、所定の気圧まで減圧する。これにより、集水管4の管内が減圧され、ドレーン装置3内に軟弱地盤2の地中にある水分が排水される。   Thereafter, the water guiding portion 16 of the connecting member 1 is inserted into the mounting hole 5a opened at the tip of the mounting portion 5 of the water collecting pipe 4 and connected by an adhesive. Furthermore, the connection member 1 may wind the insertion location to the attachment part 5 of the water guide part 16 with an adhesive tape. After all the connecting members 1 connected to the drain apparatus 3 placed are connected to the water collecting pipe 4, the vacuum pump 8 connected to the drain pipes 6 connected to the plurality of water collecting pipes 4 is operated, The pressure is reduced to Thereby, the inside of the water collecting pipe 4 is depressurized, and the water in the ground of the soft ground 2 is drained into the drain device 3.

所定期間をかけて軟弱地盤2中の水分を排水し、地盤改良を終えた後、地表に臨まされているドレーン装置3の先端部が切断されることにより、接続部材1は、回収され、洗浄後、再利用も可能である。   After draining the water in the soft ground 2 over a predetermined period and finishing the ground improvement, the tip of the drain device 3 facing the ground surface is cut, whereby the connecting member 1 is recovered and washed. It can be reused later.

次いで、ドレーン装置3に接続部材1を接続した実施例と、ドレーン装置3に他の接続部材を接続した比較例について説明する。この実施例及び比較例は、ドレーン材12全体に亘ってホース13を被せて不透水加工を施したドレーン装置3の先端を接続部材1(実施例)又は円筒ソケット50(比較例)に接続し、接続部材1及び円筒ソケット50を真空ポンプに接続した。図13に示すように、接続部材1及び円筒ソケット50と、真空ポンプPとは、圧力計52が接続されたセル53を介して接続される。また、セル53と真空ポンプPの間、セル53と接続部材1及び円筒ソケット50との間にはバルブが設けられている。真空ポンプを稼働させた後、接続部材1及び円筒ソケット50を水中に浸し、ドレーン材12や接続部材1又は円筒ソケット50内への水の流入の有無を確認するとともに、水中へ浸漬した後5分経過後の圧力変化を調べた。圧力計は負圧を計測するため、仮にドレーン材12や接続部材1又は円筒ソケット50内への水の流入があれば、例えば−0.09Mpa→−0.08Mpaのごとく、圧力計の値は大きくなる。   Next, an example in which the connecting member 1 is connected to the drain device 3 and a comparative example in which another connecting member is connected to the drain device 3 will be described. In this example and comparative example, the drain device 3 that has been imperviously processed by covering the drain material 12 with the hose 13 is connected to the connection member 1 (example) or the cylindrical socket 50 (comparative example). The connecting member 1 and the cylindrical socket 50 were connected to a vacuum pump. As shown in FIG. 13, the connecting member 1 and the cylindrical socket 50 and the vacuum pump P are connected via a cell 53 to which a pressure gauge 52 is connected. Valves are provided between the cell 53 and the vacuum pump P, and between the cell 53 and the connection member 1 and the cylindrical socket 50. After operating the vacuum pump, the connecting member 1 and the cylindrical socket 50 are immersed in water to check whether the drain material 12, the connecting member 1 or the cylindrical socket 50 has inflow of water, and after being immersed in water, 5 The pressure change after the lapse of minutes was examined. Since the pressure gauge measures negative pressure, if there is an inflow of water into the drain member 12, the connecting member 1 or the cylindrical socket 50, the value of the pressure gauge is, for example, −0.09 Mpa → −0.08 Mpa. growing.

実施例では、ドレーン材12を接続部材1の挿入孔15に挿入すると共に、ホース13を接続部材1の本体17の外周に被着させた。このとき、接続部材1の本体とホース13との接続は、本体17の外面に接着剤23を塗布すると共に、ホース13の被着後に、粘着テープ25で本体17とホース13との境界を巻回した(図7参照)。   In the example, the drain material 12 was inserted into the insertion hole 15 of the connection member 1, and the hose 13 was attached to the outer periphery of the main body 17 of the connection member 1. At this time, the connection between the main body of the connection member 1 and the hose 13 is performed by applying the adhesive 23 to the outer surface of the main body 17 and winding the boundary between the main body 17 and the hose 13 with the adhesive tape 25 after the hose 13 is attached. Turned (see FIG. 7).

比較例は、図14に示すように、ドレーン材12全体に亘ってホース13を被せて不透水加工を施したドレーン装置3の先端を円筒ソケット50に接続した。具体的に、ドレーン装置3は、円筒ソケット50の中空内部にドレーン材12を挿入し、円筒ソケット50の外周面にホース13を被着させた。円筒ソケット50は、外周面が高さ方向に傾斜していないことから、一端から他端にかけてテーパ部が形成されていない接続部材である。また、この比較例では、円筒ソケット50とホース13との接続は、円筒ソケット50の外周面に接着剤23を塗布すると共に、ホース13を被着後に、粘着テープ25で円筒ソケット50とホース13との境界を巻回し、実施例1と接続部材の形状以外は同じ条件とした。   In the comparative example, as shown in FIG. 14, the tip of the drain device 3 that has been imperviously processed by covering the drain material 12 with the hose 13 was connected to the cylindrical socket 50. Specifically, in the drain device 3, the drain material 12 is inserted into the hollow interior of the cylindrical socket 50, and the hose 13 is attached to the outer peripheral surface of the cylindrical socket 50. Since the outer peripheral surface is not inclined in the height direction, the cylindrical socket 50 is a connecting member in which a tapered portion is not formed from one end to the other end. In this comparative example, the cylindrical socket 50 and the hose 13 are connected by applying the adhesive 23 to the outer peripheral surface of the cylindrical socket 50 and attaching the hose 13 to the cylindrical socket 50 and the hose 13 with the adhesive tape 25. And the same conditions as Example 1 except for the shape of the connecting member.

なお、参考例として、図15に示すように、ドレーン材12全体に亘ってホース13を被せて不透水加工を施したドレーン装置3を、端面51aにドレーン装置3と略同形状の挿入孔が形成された平板ソケット51に接続し、この平板ソケット51を水中に沈めた状態で真空引きをして水の流入の有無を確認した。平板ソケット51は、端面51aにドレーン装置3と同径の挿入孔が形成され、他端51b側に挿入孔と連続する中空の円筒部が形成されている。この参考例では、ドレーン装置3のドレーン材12及びホース13を全て平板ソケット51の挿入孔に挿入し、粘着テープ25でホース13と挿入孔との境界を巻回することによりドレーン装置3と平板ソケット51とを接続した。なお、この参考例では、減圧後の圧力変化については測定しなかった。   As a reference example, as shown in FIG. 15, the drain device 3 that has been imperviously covered with the hose 13 over the entire drain material 12 has an insertion hole that has substantially the same shape as the drain device 3 on the end surface 51 a. It connected to the formed flat socket 51, and it evacuated in the state which submerged this flat socket 51 in water, and the presence or absence of inflow of water was confirmed. In the flat socket 51, an insertion hole having the same diameter as that of the drain device 3 is formed on the end surface 51a, and a hollow cylindrical portion continuous with the insertion hole is formed on the other end 51b side. In this reference example, the drain material 3 and the hose 13 of the drain device 3 are all inserted into the insertion holes of the flat plate socket 51, and the boundary between the hose 13 and the insertion holes is wound with the adhesive tape 25, thereby the drain device 3 and the flat plate. The socket 51 was connected. In this reference example, the pressure change after depressurization was not measured.

Figure 2011099285
Figure 2011099285

表1に示すように、本実施例では、接続部材1やドレーン材12内への水の流入は見られなかった。また、本実施例では、真空ポンプの稼働後5分経過した時点でも圧力は変化せず(0.097Mpa)、圧力変化は見られなかった。   As shown in Table 1, in this example, no inflow of water into the connection member 1 or the drain material 12 was observed. In this example, the pressure did not change (0.097 Mpa) even after 5 minutes had elapsed after the vacuum pump was operated, and no pressure change was observed.

一方、比較例では、円筒ソケット50やドレーン材12内への水の流入が見られた。また、比較例では、真空ポンプの稼働後5分経過した時点で圧力(負圧)は、0.085Mpa→0.080Mpaへと変化した。これは、負圧が減少したことを示し、ドレーン装置3との接続の緊密性には課題があることがわかる。   On the other hand, in the comparative example, inflow of water into the cylindrical socket 50 and the drain material 12 was observed. In the comparative example, the pressure (negative pressure) changed from 0.085 Mpa to 0.080 Mpa when 5 minutes passed after the vacuum pump was operated. This indicates that the negative pressure has decreased, and it can be seen that there is a problem with the tightness of the connection with the drain device 3.

すなわち、接続部材1を用いた本実施例においては、減圧下においても水の流入が防止され、ドレーン装置3と接続部材1とが緊密に接続されていることがわかる。一方、テーパ部を有しない円筒ソケット50を用いた比較例においては、減圧下において水の流入が見られ、ドレーン装置3と円筒ソケット50とが緊密には接続されていないことがわかる。したがって、テーパ部20を備えることにより、接続部材1は、ホース13がテーパ部20によって緊張されることにより、ドレーン装置3と緊密に接続可能となることがわかる。   That is, in the present embodiment using the connecting member 1, it is understood that the inflow of water is prevented even under reduced pressure, and the drain device 3 and the connecting member 1 are closely connected. On the other hand, in the comparative example using the cylindrical socket 50 having no taper portion, it can be seen that water flows in under reduced pressure, and the drain device 3 and the cylindrical socket 50 are not tightly connected. Therefore, it can be seen that by providing the tapered portion 20, the connecting member 1 can be tightly connected to the drain device 3 when the hose 13 is tensioned by the tapered portion 20.

なお、参考例では、平板ソケット51内を真空引きすると、ドレーン装置3が内側に収縮し、ホース13が粘着テープ25から離間することにより、ホース13と粘着テープ25との間に隙間ができ、この隙間から水が流入した。これにより、ドレーン装置3は、ドレーン材12を接続部材内に挿入し、ホース13を接続部材の外面に被着させる構成の方が、緊密な接続を図る上で好ましいことが分かる。   In the reference example, when the inside of the flat socket 51 is evacuated, the drain device 3 is contracted inward, and the hose 13 is separated from the adhesive tape 25, whereby a gap is formed between the hose 13 and the adhesive tape 25. Water entered from this gap. Thereby, it can be seen that the drain device 3 preferably has a configuration in which the drain member 12 is inserted into the connecting member and the hose 13 is attached to the outer surface of the connecting member in order to achieve a close connection.

次いで、本発明が適用された他の接続部材について説明する。この接続部材30は、ドレーン装置3を軟弱地盤2中へ打設した後に、現場で地表に突出するドレーン装置3の先端部に取り付けるタイプのものである。接続部材30は、図16及び図17に示すように、ドレーン装置3のドレーン材12が挿入されるとともにホース13が被着されるジョイントピース31と、ジョイントピース31を挟持するジョイントカバー32及びジョイントボディ33とからなる。そして、接続部材30は、ジョイントピース31にドレーン装置3を装着した後、このジョイントピース31に一端側からジョイントカバー32を被せ、さらに他端側からジョイントボディ33を被せることによりドレーン装置3と気密性を維持しながら接続される。   Next, another connecting member to which the present invention is applied will be described. The connecting member 30 is of a type that is attached to the distal end portion of the drain device 3 that protrudes to the ground surface at the site after the drain device 3 is driven into the soft ground 2. As shown in FIGS. 16 and 17, the connecting member 30 includes a joint piece 31 into which the drain material 12 of the drain device 3 is inserted and a hose 13 is attached, a joint cover 32 and a joint that sandwich the joint piece 31. It consists of a body 33. The connecting member 30 is airtight with the drain device 3 by mounting the drain device 3 on the joint piece 31 and then covering the joint piece 31 with the joint cover 32 from one end side and further covering the joint body 33 from the other end side. It is connected while maintaining sex.

ジョイントピース31は、ナイロン(ガラス繊維入り)等を用いて成型され、図16(b)に示すように、ドレーン装置3と装着可能な略矩形の板状体をなす。ジョイントピース31は、一端側にドレーン材12が挿入する挿入孔35が形成されている。挿入孔35は、ジョイントピース31の一端面に略矩形状に開口され、他端面に臨まされている。すなわち、ジョイントピース31は、挿入孔35が一端面から他端面にかけて貫通する中空形状をなす。また、挿入孔35は、長手方向の幅及び短手方向の厚さがドレーン材12の幅及び厚さと略同じとされている。   The joint piece 31 is molded using nylon (with glass fiber) or the like, and forms a substantially rectangular plate-like body that can be attached to the drain device 3 as shown in FIG. The joint piece 31 has an insertion hole 35 into which the drain material 12 is inserted at one end side. The insertion hole 35 is opened in a substantially rectangular shape on one end surface of the joint piece 31 and faces the other end surface. That is, the joint piece 31 has a hollow shape in which the insertion hole 35 penetrates from one end surface to the other end surface. In addition, the insertion hole 35 has a width in the longitudinal direction and a thickness in the short direction substantially the same as the width and thickness of the drain material 12.

また、ジョイントピース31は、外面にドレーン装置3の不透水性部材となるホース13が被着される。そして、ジョイントピース31は、ホース13の挿入方向となる一端から他端にかけて、ホース13の開口径よりも拡径していくテーパ部36が形成されている。テーパ部36は、挿入孔35の長手方向に設けられたジョイントピース31の両側面31a,31bに形成されている。   Moreover, the hose 13 used as the water-impermeable member of the drain device 3 is attached to the outer surface of the joint piece 31. The joint piece 31 is formed with a taper portion 36 whose diameter is larger than the opening diameter of the hose 13 from one end to the other end in the insertion direction of the hose 13. The tapered portion 36 is formed on both side surfaces 31 a and 31 b of the joint piece 31 provided in the longitudinal direction of the insertion hole 35.

ジョイントピース31は、テーパ部36が形成されることにより、両側面31a,31b間が、一端から他端にかけて漸次離間していく。そして、ジョイントピース31は、一端の外径はホース13の開口径よりも小さいが、他端側に向かって外径が拡径していき、ホース13の開口径よりも大きくなる。   Since the joint piece 31 is formed with the tapered portion 36, the side surfaces 31a and 31b are gradually separated from one end to the other end. The joint piece 31 has an outer diameter at one end smaller than the opening diameter of the hose 13, but the outer diameter increases toward the other end and becomes larger than the opening diameter of the hose 13.

したがって、接続部材30は、ジョイントピース31の外面に一端側からホース13を被せていくと、テーパ部36によってホース13が緊張される。ホース13は、多少の伸縮性を備えているため、テーパ部36に沿って緊張するまでジョイントピース31に被せられることにより、ジョイントピース31に密着する。   Therefore, when the connecting member 30 covers the outer surface of the joint piece 31 from the one end side, the hose 13 is tensioned by the tapered portion 36. Since the hose 13 has some elasticity, the hose 13 is in close contact with the joint piece 31 by being put on the joint piece 31 until it is tensioned along the tapered portion 36.

また、ジョイントピース31は、他端面にフランジ部34が形成されている。フランジ部34は、ジョイントカバー32に形成されている嵌合孔37の第1の係止段部39aに係止されるとともに、ジョイントボディ33との間でパッキン46を挟む。   Further, the joint piece 31 has a flange portion 34 formed on the other end surface. The flange portion 34 is locked to the first locking step portion 39 a of the fitting hole 37 formed in the joint cover 32 and sandwiches the packing 46 with the joint body 33.

ジョイントピース31を挟持するジョイントカバー32及びジョイントボディ33は、ナイロン(ガラス繊維入り)等を用いて成型されている。これら、ジョイントカバー32及びジョイントボディ33は、突き合わせ結合されることにより、内部にジョイントピース31を密封するものである。   The joint cover 32 and the joint body 33 that sandwich the joint piece 31 are molded using nylon (with glass fiber) or the like. The joint cover 32 and the joint body 33 seal the joint piece 31 inside by being butt-joined.

ジョイントカバー32は、ジョイントピース31が内部に嵌合する嵌合孔37が形成され、嵌合孔37が一端面から他端面にかけて貫通する中空形状をなす。嵌合孔37は、ジョイントピース31の形状と略同形状を有し、ジョイントピース31が嵌合されることにより、ジョイントピース31に被着しているホース13をジョイントピース31の外面とともに挟持し、ホース13をジョイントピース31に対して気密に被着させる。   The joint cover 32 is formed with a fitting hole 37 into which the joint piece 31 is fitted, and the fitting hole 37 has a hollow shape penetrating from one end surface to the other end surface. The fitting hole 37 has substantially the same shape as that of the joint piece 31, and the hose 13 attached to the joint piece 31 is clamped together with the outer surface of the joint piece 31 by the fitting of the joint piece 31. The hose 13 is adhered to the joint piece 31 in an airtight manner.

また、嵌合孔37は、他端面側に、ジョイントピース31のフランジ部34が係止する第1の係止段部39aと、ジョイントボディ33の当接面部43及びパッキン46が係止する第2の係止段部39bが形成されている。   In addition, the fitting hole 37 includes a first locking step portion 39 a that the flange portion 34 of the joint piece 31 locks, a contact surface portion 43 of the joint body 33, and a packing 46 that locks the other end surface side. Two locking step portions 39b are formed.

また、ジョイントカバー32は、係止段部39が形成された他端面に、ジョイントボディ33と結合されるフランジ部40が形成されている。フランジ部40には、ジョイントボディ33と連結する連結ネジ47が挿通するネジ孔41が穿設されている。   Further, the joint cover 32 is formed with a flange portion 40 coupled to the joint body 33 on the other end surface on which the locking step portion 39 is formed. The flange portion 40 is formed with a screw hole 41 through which a connection screw 47 connected to the joint body 33 is inserted.

このジョイントカバー32と連結することによりジョイントピース31を気密に挟持するジョイントボディ33は、一端にジョイントピース31のフランジ部34と当接する当接面部43が形成され、他端に集水管4の取付部5が挿入する接続孔44が形成されている。ジョイントボディ33は、接続孔44が当接面部43が形成された一端面から他端面まで貫通する中空形状をなす。そしてジョイントボディ33は、ジョイントピース31と対向することにより、接続孔44がジョイントピース31の他端面に臨まされている挿入孔35と連続され、ドレーン材12によってくみ上げた地下水を集水管4へ排水する。   The joint body 33 that airtightly holds the joint piece 31 by being connected to the joint cover 32 is formed with an abutting surface portion 43 that abuts the flange portion 34 of the joint piece 31 at one end, and the attachment of the water collecting pipe 4 at the other end. A connection hole 44 into which the part 5 is inserted is formed. The joint body 33 has a hollow shape in which the connection hole 44 penetrates from one end surface where the contact surface portion 43 is formed to the other end surface. The joint body 33 faces the joint piece 31 so that the connection hole 44 is continuous with the insertion hole 35 facing the other end surface of the joint piece 31, and the groundwater pumped up by the drain material 12 is drained to the water collecting pipe 4. To do.

また、ジョイントボディ33は、ジョイントカバー32のフランジ部40と対向する外側縁にフランジ部40に穿設されたネジ孔41と連続されるネジ孔45が穿設されている。   Further, the joint body 33 is formed with a screw hole 45 that is continuous with the screw hole 41 formed in the flange portion 40 at the outer edge facing the flange portion 40 of the joint cover 32.

このような接続部材30は、軟弱地盤2の地中に打設されたドレーン装置3の地表に露出している先端が、ジョイントカバー32の嵌合孔37に挿通される。このとき、ジョイントカバー32は、フランジ部40が形成された他端側をドレーン装置3の先端側に向けて挿通される。   In such a connection member 30, the tip exposed to the ground surface of the drain device 3 placed in the ground of the soft ground 2 is inserted into the fitting hole 37 of the joint cover 32. At this time, the joint cover 32 is inserted with the other end on which the flange portion 40 is formed facing the distal end side of the drain device 3.

次いで、図18に示すように、ドレーン装置3の先端がジョイントピース31に装着される。具体的に、ジョイントピース31は、挿入孔35にドレーン材12が挿入されるとともに、ホース13が外面に被着される。このとき、ジョイントピース31は、両側面31a,31bにテーパ部36が形成されているため、外面に一端側からホース13を被せていくと、テーパ部36によってホース13が緊張される。したがって、ジョイントピース31は、ホース13が、テーパ部36に沿って緊張するまで被せられることにより密着する。   Next, as shown in FIG. 18, the tip of the drain device 3 is attached to the joint piece 31. Specifically, in the joint piece 31, the drain material 12 is inserted into the insertion hole 35 and the hose 13 is attached to the outer surface. At this time, since the joint piece 31 has tapered portions 36 formed on both side surfaces 31a and 31b, the hose 13 is tensioned by the tapered portion 36 when the hose 13 is put on the outer surface from one end side. Accordingly, the joint piece 31 is brought into close contact with the hose 13 by being covered until the hose 13 is tensioned along the tapered portion 36.

次いで、図19に示すように、ジョイントピース31を、先にドレーン装置3に挿通されているジョイントカバー32の嵌合孔37に嵌合させる。ジョイントカバー32は、ジョイントピース31のフランジ部34が嵌合孔37内の第1の係止段部39aに係止されるまで挿入されると、嵌合孔37の内壁と、ジョイントピース31のテーパ部36とによって、ホース13を挟持する。なお、ジョイントカバー32は、ジョイントピース31が嵌合される前に、予め係止段部39aに設けた溝(図示せず)にシーリング剤を塗布することにより、更に気密性を向上させてもよい。   Next, as shown in FIG. 19, the joint piece 31 is fitted into the fitting hole 37 of the joint cover 32 that has been previously inserted into the drain device 3. When the joint cover 32 is inserted until the flange portion 34 of the joint piece 31 is locked by the first locking step portion 39 a in the fitting hole 37, the inner wall of the fitting hole 37 and the joint piece 31 The hose 13 is clamped by the tapered portion 36. The joint cover 32 may be further improved in airtightness by applying a sealing agent to a groove (not shown) provided in advance in the locking step 39a before the joint piece 31 is fitted. Good.

次いで、図20に示すように、ジョイントカバー32に、パッキン46を介してジョイントボディ33を接続する。ジョイントボディ33は、図16(a)に示すように、当接面部43がジョイントカバー32の嵌合孔37に形成された第2の係止段部39bに係止されるまで挿入されると、ジョイントカバー32のフランジ部40に当接し、ネジ孔45がフランジ部40に穿設されたネジ孔41と連続する。そして、ネジ孔45側から連結ネジ47を螺着し、ジョイントカバー32とジョイントボディ33とを接続する。これにより、パッキン46は、ジョイントボディ33の当接面部43と嵌合孔37の第2の係止段部39b及びジョイントピース31のフランジ部34との間に挟持される。   Next, as shown in FIG. 20, the joint body 33 is connected to the joint cover 32 via the packing 46. As shown in FIG. 16A, the joint body 33 is inserted until the contact surface portion 43 is locked to the second locking step portion 39 b formed in the fitting hole 37 of the joint cover 32. The screw hole 45 is in contact with the flange portion 40 of the joint cover 32, and the screw hole 45 is continuous with the screw hole 41 formed in the flange portion 40. Then, a connecting screw 47 is screwed from the screw hole 45 side to connect the joint cover 32 and the joint body 33. Accordingly, the packing 46 is sandwiched between the contact surface portion 43 of the joint body 33, the second locking step portion 39 b of the fitting hole 37, and the flange portion 34 of the joint piece 31.

ジョイントカバー32とジョイントボディ33とを接続することにより、接続部材30は、ジョイントピース31のテーパ部36とジョイントカバー32の嵌合孔37の内壁とによってホース13を確実に挟持し、より一層、ホース13をジョイントピース31の外面に密着させて、ホース13の抜け止めも図ることができる。また、接続部材30は、パッキン46を介してジョイントピース31とジョイントボディ33とを緊密に当接させ、また必要に応じてジョイントカバー32の係止段部39aの溝部にシーリング剤を塗布することで、ジョイントピース31の他端面から挿入孔35の内部に空気が流入することを防止することができる。   By connecting the joint cover 32 and the joint body 33, the connection member 30 securely holds the hose 13 between the tapered portion 36 of the joint piece 31 and the inner wall of the fitting hole 37 of the joint cover 32, and The hose 13 can be brought into close contact with the outer surface of the joint piece 31 to prevent the hose 13 from coming off. Further, the connecting member 30 causes the joint piece 31 and the joint body 33 to come into close contact with each other via the packing 46, and if necessary, a sealing agent is applied to the groove portion of the locking step portion 39a of the joint cover 32. Thus, air can be prevented from flowing into the insertion hole 35 from the other end surface of the joint piece 31.

これにより、接続部材30は、地表に臨まされたドレーン装置3の先端との接続箇所を密封することができ、真空ポンプ8による減圧時にも、当該接続箇所からの空気の流入を防止することができる。したがって、接続部材30を用いた工法においては、真空ポンプ8によって減圧した所定の圧力を維持することができ、所定期間内で効率的に軟弱地盤2から排水を行うことができる。   Thereby, the connection member 30 can seal the connection part with the front-end | tip of the drain apparatus 3 which faced the ground surface, and can prevent the inflow of the air from the said connection part also at the time of pressure reduction by the vacuum pump 8. FIG. it can. Therefore, in the construction method using the connection member 30, the predetermined pressure reduced by the vacuum pump 8 can be maintained, and the drainage can be efficiently performed from the soft ground 2 within a predetermined period.

また、接続部材30を用いた軟弱地盤改良工法では、打設現場においてドレーン装置3を軟弱地盤2中に打設した後、地表に露出しているドレーン装置3の不透水部に接続部材30を接続する。したがって、本工法によれば、所定の間隔でホース13により不透水部を形成した1本の長尺なドレーン装置3をロール状に巻回して打設現場まで搬入し、従来通りの施工が可能であり、工数も増加せず、作業能率を損なうこともない。   Moreover, in the soft ground improvement construction method using the connection member 30, after driving the drain apparatus 3 in the soft ground 2 in the setting site, the connection member 30 is attached to the impermeable portion of the drain apparatus 3 exposed to the ground surface. Connecting. Therefore, according to the present construction method, one long drain device 3 in which a water-impermeable portion is formed by the hose 13 at a predetermined interval is wound in a roll shape and carried to the placing site, and the conventional construction can be performed. In addition, man-hours do not increase and work efficiency is not impaired.

ドレーン装置3の不透水部に接続部材30を接続した後、ジョイントボディ33の接続孔44と集水管4の取付部5とを気密に接続する。打設したドレーン装置3に接続されている接続部材30を全て集水管4に接続した後、複数の集水管4と接続されている排水管6と接続している真空ポンプ8によって減圧される(図2参照)。これにより、集水管4の管内が減圧され、ドレーン装置3内に軟弱地盤2の地中にある水分が排出される。   After connecting the connection member 30 to the impermeable portion of the drain device 3, the connection hole 44 of the joint body 33 and the attachment portion 5 of the water collecting pipe 4 are connected in an airtight manner. After all the connecting members 30 connected to the drain apparatus 3 placed are connected to the water collecting pipe 4, the pressure is reduced by the vacuum pump 8 connected to the drain pipes 6 connected to the plurality of water collecting pipes 4 ( (See FIG. 2). Thereby, the inside of the water collecting pipe 4 is depressurized, and the water in the ground of the soft ground 2 is discharged into the drain device 3.

所定期間をかけて軟弱地盤2中の水分を排出し、地盤改良を終えた後、地表に臨まされているドレーン装置3の先端部が切断されることにより、接続部材30は、回収され、洗浄後、再利用も可能である。   After draining the moisture in the soft ground 2 over a predetermined period and finishing the ground improvement, the tip of the drain device 3 facing the ground surface is cut, whereby the connecting member 30 is recovered and washed. It can be reused later.

1 接続部材、2 軟弱地盤、3 ドレーン装置、4 集水管、5 取付部、8 真空ポンプ、10 芯材、11 フィルタ、12 ドレーン材、13 ホース、15 挿入孔、16 導水部、17 本体、20 テーパ部、23 接着剤、24 ステイプラー、25 粘着テープ、30 接続部材、31 ジョイントピース、32 ジョイントカバー、33 ジョイントボディ、34 フランジ部、35 挿入孔、テーパ部、37 嵌合孔、39 係止段部、40 フランジ部、41 ネジ孔、43 当接面部、44 接続孔、45 ネジ孔、46 パッキン DESCRIPTION OF SYMBOLS 1 Connection member, 2 Soft ground, 3 Drain apparatus, 4 Water collecting pipe, 5 Mounting part, 8 Vacuum pump, 10 Core material, 11 Filter, 12 Drain material, 13 Hose, 15 Insertion hole, 16 Water conveyance part, 17 Main body, 20 Taper part, 23 Adhesive, 24 Stapler, 25 Adhesive tape, 30 Connection member, 31 Joint piece, 32 Joint cover, 33 Joint body, 34 Flange part, 35 Insertion hole, taper part, 37 Fitting hole, 39 Locking step Part, 40 flange part, 41 screw hole, 43 contact surface part, 44 connection hole, 45 screw hole, 46 packing

Claims (9)

透水性材料により中空部を有するように形成され、軟弱地盤中の所定の深度に打設される透水性部材と、不透水性材料により上記透水性部材が挿通する中空部を有するように形成され、上記軟弱地盤の地表面から所定の長さを残し上記軟弱地盤に打設される不透水性部材とを備えるドレーン装置と、上記ドレーン装置によってくみ上げた地下水を集水する集水管とを接続する接続部材において、
一端に上記ドレーン装置の上記透水性部材の先端が挿入する挿入孔が形成され、他端に上記挿入孔と連続すると共に上記集水管に地下水を導く導水部が形成され、上記一端側から上記他端側に向かって上記不透水性部材の先端が外面に被着する本体を有し、
上記本体は、上記一端側から上記他端側に向かって、上記不透水性部材の開口径よりも拡径していくテーパ部が形成されている接続部材。
It is formed so as to have a hollow portion with a water permeable material, and is formed so as to have a water permeable member placed at a predetermined depth in soft ground and a hollow portion through which the water permeable member is inserted with a water impermeable material. Connecting a drain device having a predetermined length from the ground surface of the soft ground and an impervious member placed on the soft ground, and a water collecting pipe for collecting groundwater pumped up by the drain device. In the connection member,
An insertion hole into which the tip of the water permeable member of the drain device is inserted is formed at one end, and a water guide portion is formed at the other end that is continuous with the insertion hole and guides groundwater to the water collecting pipe. A main body on which the tip of the water-impermeable member adheres to the outer surface toward the end side,
The connecting member in which the main body is formed with a taper portion whose diameter is larger than the opening diameter of the water-impermeable member from the one end side toward the other end side.
上記本体は、扁平形状をなし、一端面に略矩形状の上記挿入孔が臨まされ、他端面に上記導水部が形成され、上記挿入孔の長手方向に設けられた両側面に上記テーパ部が形成されている請求項1記載の接続部材。   The main body has a flat shape, the insertion hole having a substantially rectangular shape faces one end surface, the water guiding portion is formed on the other end surface, and the tapered portions are formed on both side surfaces provided in the longitudinal direction of the insertion hole. The connecting member according to claim 1 formed. 上記本体は、上記テーパ部が形成された上記両側面と隣接する両主面が、上記長手方向の中心位置を最厚部として上記挿入孔の短手方向に膨出されている請求項2記載の接続部材。   3. The main body, wherein both main surfaces adjacent to the both side surfaces on which the tapered portions are formed are bulged in the short direction of the insertion hole with the center position in the longitudinal direction as the thickest portion. Connecting member. 上記本体は、上記不透水性部材が被着される一端側の外面に接着剤が塗布されている請求項1〜請求項3の何れか1項に記載の接続部材。   The connection member according to any one of claims 1 to 3, wherein an adhesive is applied to the outer surface of the one end side to which the water-impermeable member is attached. 上記本体は、上記透水性部材が挿入された後、ステイプラーによって上記透水性部材と上記本体とを接続する請求項1〜請求項4の何れか1項に記載の接続部材。   The said main body is a connection member of any one of Claims 1-4 which connects the said water-permeable member and the said main body with a stapler after the said water-permeable member is inserted. 上記本体は、上記不透水性材料が被着された後、粘着テープで上記不透水性材料との境界を封止される請求項1〜請求項5の何れか1項に記載の接続部材。   The connection member according to any one of claims 1 to 5, wherein the main body is sealed with the water-impermeable material by an adhesive tape after the water-impermeable material is attached. 透水性材料により中空部を有するように形成され、軟弱地盤中の所定の深度に打設される透水性部材と、不透水性材料により上記透水性部材が挿通する中空部を有するように形成され、上記軟弱地盤の地表面から所定の長さを残し上記軟弱地盤に打設される不透水性部材とを備えるドレーン装置を、上記不透水性部材の先端を地表に突出させて軟弱地盤中に打設する工程と、
上記ドレーン装置の上記透水性部材を接続部材の挿入孔へ挿入するとともに、上記不透水性部材を上記接続部材に被着させる工程と、
上記接続部材を集水管に接続する工程と、
上記集水管内を減圧する工程とを有し、
上記不透水性部材を上記接続部材に被着させる工程では、上記不透水性部材を、上記接続部材の外面に形成され上記不透水性部材の開口径よりも拡径していくテーパ部に被せていく地盤改良方法。
It is formed so as to have a hollow portion with a water permeable material, and is formed so as to have a water permeable member placed at a predetermined depth in soft ground and a hollow portion through which the water permeable member is inserted with a water impermeable material. A drain device comprising a water-impermeable member placed on the soft ground leaving a predetermined length from the ground surface of the soft ground, the tip of the water-impermeable member protruding into the ground surface, and into the soft ground A process of placing;
Inserting the water-permeable member of the drain device into the insertion hole of the connection member, and attaching the water-impermeable member to the connection member;
Connecting the connecting member to a water collecting pipe;
A step of depressurizing the inside of the water collecting pipe,
In the step of attaching the water-impermeable member to the connecting member, the water-impermeable member is covered with a tapered portion formed on the outer surface of the connecting member and having a diameter larger than the opening diameter of the water-impermeable member. How to improve the ground.
上記接続部材は、上記軟弱地盤の地表に突出する上記ドレーン装置の先端が挿通されるジョイントカバーと、上記ドレーン装置の先端が装着されるジョイントピースと、上記ジョイントカバーとともに上記ジョイントピースを挟持するジョイントボディとからなり、
上記ジョイントピースは、一端に上記ドレーン装置の上記透水性部材の先端が挿入する挿入孔が形成され、上記一端側から他端側に向かって上記不透水性部材の先端が被着する外面に、上記一端側から上記他端側に向かって上記不透水性部材の開口径よりも拡径していく上記テーパ部が形成され、
上記ジョイントカバーは、上記ジョイントピースが嵌合することにより、上記ジョイントピースの外面と共に上記不透水性部材を挟持する嵌合孔が形成され、
上記ジョイントボディは、他端に上記ドレーン装置によってくみ上げた地下水を集水する集水管と接続する導水部が形成され、
上記ジョイントカバーを上記ドレーン装置の先端に挿通した後、上記ジョイントピースの挿入孔に上記透水性部材を挿入するとともに、上記ジョイントピースの外面に上記不透水性部材を被せ、
上記ジョイントカバー及び上記ジョイントボディによって上記ドレーン装置と接続された上記ジョイントピースを挟持する請求項7記載の地盤改良方法。
The connection member includes a joint cover through which the tip of the drain device protruding to the ground surface of the soft ground is inserted, a joint piece to which the tip of the drain device is attached, and a joint that sandwiches the joint piece together with the joint cover The body,
The joint piece has an insertion hole into which one end of the water permeable member of the drain device is inserted at one end, and an outer surface on which the tip of the water impermeable member is attached from the one end side toward the other end side. The tapered portion is formed to expand from the one end side toward the other end side than the opening diameter of the impermeable member,
The joint cover is formed with a fitting hole for holding the water-impermeable member together with the outer surface of the joint piece by fitting the joint piece.
The joint body is formed with a water conduit connected to a water collecting pipe for collecting ground water pumped up by the drain device at the other end,
After the joint cover is inserted into the tip of the drain device, the water-permeable member is inserted into the insertion hole of the joint piece, and the outer surface of the joint piece is covered with the water-impermeable member.
The ground improvement method according to claim 7, wherein the joint piece connected to the drain device is clamped by the joint cover and the joint body.
上記ジョイントピースと上記ジョイントボディとの間にパッキンを介在させる請求項8記載の地盤改良方法。   The ground improvement method according to claim 8, wherein packing is interposed between the joint piece and the joint body.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016205027A (en) * 2015-04-24 2016-12-08 東亜建設工業株式会社 Soft ground improvement system, connection member, and soft ground improvement method
JP2017014738A (en) * 2015-06-29 2017-01-19 東亜建設工業株式会社 Drain material installation method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016205027A (en) * 2015-04-24 2016-12-08 東亜建設工業株式会社 Soft ground improvement system, connection member, and soft ground improvement method
JP2017014738A (en) * 2015-06-29 2017-01-19 東亜建設工業株式会社 Drain material installation method

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