JP2010053518A - Aqueduct-jacking leading body and construction method for burying underdrainage pipe - Google Patents

Aqueduct-jacking leading body and construction method for burying underdrainage pipe Download PDF

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JP2010053518A
JP2010053518A JP2008216488A JP2008216488A JP2010053518A JP 2010053518 A JP2010053518 A JP 2010053518A JP 2008216488 A JP2008216488 A JP 2008216488A JP 2008216488 A JP2008216488 A JP 2008216488A JP 2010053518 A JP2010053518 A JP 2010053518A
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propulsion
drive
water
pipe
conduit
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Atsushi Okubo
篤志 大久保
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HOUSHOU EG KK
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HOUSHOU EG KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an aqueduct jacking leading body which enables an aqueduct to be inserted also while being jacked and buried, when burying the aqueduct, and which enables drive transmission when jacking by a simple structure, and to provide a construction method for burying an underdrainage pipe with the leading body. <P>SOLUTION: The aqueduct-jacking leading body 1 includes a body portion 11 of the leading body, and a notched portion 12, and the notched portion has two edges while one edge serves as a drive transmission portion 121 and the other edge serves as a drive release guide portion 122. In the construction method for burying the underdrainage pipe, outer pipes 3 and 4 are attached to a drive portion of a jacking and burying device 5; the aqueduct-jacking leading body is connected to a leading end of the aqueduct 2 in which a large number of weep holes 21 are drilled; the aqueduct is inserted into the outer pipe; the notched portion of the leading body is engaged with a protrusion 31 of a leading end of the outer pipe; the outer pipe and the aqueduct are jacked into the ground by jacking the outer pipe while rotating it; and the outer pipe is pulled out backward after the completion of jacking for a predetermined length, so that only the aqueduct jacking leading body and the aqueduct can be buried in the ground. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、導水管を地中に埋設させるために使用されるものであって、地中で導水管を先導させるための先導体に関するものである。   The present invention relates to a leading conductor used to embed a water conduit in the ground and lead the water conduit in the ground.

近年、河川では、市街化に伴う改修の結果、河岸が鋼矢板やPC矢板等の不透水の壁で構成され、河川への地下水の流入(浸み出し)が遮断されている所があり、河川に地下水を導き入れられない状況も存在していた。そのため、護岸部に暗渠排水管を取り付けて、護岸背面の地下水を河川に導入するための工法について検討する必要が出てきている。   In recent years, rivers have been constructed with impermeable walls such as steel sheet piles and PC sheet piles as a result of refurbishment due to urbanization, and there are places where inflow (exudation) of groundwater into the river is blocked, There were situations where groundwater could not be introduced into the river. For this reason, it is necessary to consider a construction method for installing underground culvert drain pipes at the revetment and introducing groundwater behind the revetment into the river.

そこで、山裾または山の傾斜地等における地すべりを防止するための暗渠排水の技術を転用することが考えられるところ、この種の従来は、側壁に無数の吸水孔を穿設すると共に外周面を透水シート材を用いて層状に包囲してなる暗渠用有孔パイプに対し、推進用外郭パイプを抜き取り自在に嵌合するように構成したパイプ暗渠が存在していた(特許文献1)。この技術は、山裾または山の傾斜地等の所要個所に対して、周壁部に吸水孔を穿設してなる有孔パイプを単独で推進埋設するものであったが、このような有孔パイプを単独で地中に推進埋設するものであると、その吸水孔が土砂により詰まり易く、長期的に吸水効果を期待することはできないという課題を解決するために発明されたものであった。   Therefore, it is conceivable to divert the technology of underdrain drainage to prevent landslides at the foot of a mountain or slopes of mountains, etc., and this type of conventional drilling has innumerable water-absorbing holes in the side wall and the outer peripheral surface is a permeable sheet There has been a pipe culvert constructed so that the outer shell pipe for propulsion can be freely pulled out with respect to the perforated pipe for culverts that is surrounded by a layer using a material (Patent Document 1). In this technology, a perforated pipe with a water absorption hole formed in a peripheral wall portion is propelled and buried alone at a required portion such as a mountain skirt or a mountain slope. When it was to be embeded in the ground alone, it was invented to solve the problem that the water absorption holes were easily clogged with earth and sand and the water absorption effect could not be expected in the long term.

また、他の技術としては、多数の水抜き孔を周設し、先端を円錐状に閉塞したパイプ本体と、このパイプ本体の先端から所要長さに渡って所定の配設ピッチで外周に周設する所要径、所要幅のスポンジの抵抗体とからなる集水パイプがあった。この技術は、インナーロッドと呼ばれる部材をケーシングパイプ内に挿入して、地中の一定位置までボーリングした後、インナーロッドを抜き取り、先端が円錐状に閉塞した集水パイプをケーシング内に挿入して、挿入完了後にケーシングパイプを抜くというものである(特許文献2)。   As another technique, a pipe body having a large number of drain holes and having a conical end closed, and a predetermined arrangement pitch extending from the tip of the pipe body to the outer periphery. There was a water collecting pipe consisting of a sponge resistor with the required diameter and width. In this technology, a member called an inner rod is inserted into a casing pipe, and after boring to a certain position in the ground, the inner rod is removed, and a water collecting pipe whose tip is closed conically is inserted into the casing. The casing pipe is pulled out after the insertion is completed (Patent Document 2).

さらに、多数の水抜き孔を周設し、先端を開口して地山の所定深度より先方に横設された短尺の定着用パイプと、所要長さの長尺なパイプ本体の外周に多数の水抜き孔を周設し、閉塞した先端に突設したアンカー体をこの定着用パイプの内部に充填された土砂に打ち込んで成る集水パイプとからなる集水構造の技術があった(特許文献3)。   In addition, a large number of drain holes are provided around the periphery, a short fixing pipe that is open at the tip and laterally beyond the predetermined depth of the natural ground, and a long pipe body of the required length on the outer periphery of the long pipe body. There has been a technology of a water collection structure consisting of a water collection pipe that is formed by surrounding a drain hole and driving an anchor body protruding from the closed tip into the earth and sand filled in this fixing pipe (Patent Document) 3).

その他の技術としては、回転中空ロッドの外周に回転ケーシングを配置し、この中空ロッドの先端部にロッド切り離し装置を介して切削ビットを設け、回転中空ロッドの摺動によって回転ケーシングの先端を上記切削ビットで開閉自在となし、この先端を閉鎖又は開放した状態で地盤内推進し、推進終了後上記切り離し装置によって上記中空ロッドを切削ビットから切り離してこれを上記ケーシング外に離脱した後、このケーシング内に排水ドレンパイプを挿入し、その後上記ケーシングを上記地盤外に牽引離脱して上記ドレンパイプを地盤に埋設する方法の技術があった(特許文献4)。
特開平7−82751号公報(2頁、図2・図3) 特開平10−37174号公報(2頁、図2) 特開平10−37175号公報(2頁、図1) 特開平11−256557号公報(2頁、図1)
As another technique, a rotating casing is arranged on the outer periphery of the rotating hollow rod, a cutting bit is provided at the tip of the hollow rod via a rod cutting device, and the tip of the rotating casing is cut by the sliding of the rotating hollow rod. It can be opened and closed with a bit, propelled in the ground with its tip closed or open, and after propulsion is completed, the hollow rod is separated from the cutting bit by the separating device and removed from the casing. There is a technique of a method of inserting a drainage drain pipe into the ground, then pulling and detaching the casing out of the ground and burying the drain pipe in the ground (Patent Document 4).
Japanese Patent Laid-Open No. 7-82751 (2 pages, FIGS. 2 and 3) Japanese Patent Laid-Open No. 10-37174 (2 pages, FIG. 2) Japanese Patent Laid-Open No. 10-37175 (2 pages, FIG. 1) Japanese Patent Laid-Open No. 11-256557 (page 2, FIG. 1)

しかしながら、特許文献1においては、推進用外郭パイプの先端に円錐状の推進用カバー体を装着しているが、この推進用カバー体は、推進用外郭パイプの先端が侵入できるように構成することにより、着脱自在に装着するものであって、回転駆動を必要とする推進埋設の工法においては、推進埋設装置からの駆動力が推進用カバー体に直接伝わり難いという問題があった。   However, in Patent Document 1, a conical propulsion cover is attached to the tip of the propulsion outer pipe. The propulsion cover is configured so that the tip of the propulsion outer pipe can enter. Therefore, in the propulsion embedding method that requires detachable mounting, there is a problem that the driving force from the propulsion embedding device is not easily transmitted directly to the propulsion cover body.

また、特許文献2および特許文献3においては、地中の所定位置に集水パイプを埋設させるために、インナーロッドが挿入されたケーシングパイプを挿入しながらボーリングする工程、インナーロッドを抜き取る工程、ケーシングパイプ内に集水パイプを挿入するという工程の三つの工程となり、推進埋設させると同時に集水パイプを埋設させることは出来ないものであった。   Moreover, in patent document 2 and patent document 3, in order to embed a water collecting pipe in a predetermined position in the ground, a step of boring while inserting a casing pipe into which an inner rod is inserted, a step of extracting the inner rod, a casing It was a three-step process of inserting the water collection pipe into the pipe, and it was impossible to embed the water collection pipe at the same time as propulsion embedding.

さらに、特許文献4においては、切削ビットが連結された中空ロッドの外周にケーシングが配置され、この中空ロッドを回転させながら地中を推進し、推進終了後に中空ロッドを引抜いて、排水ドレンパイプを挿入するものであるため、上記と同様に、推進埋設させると同時に排水ドレンパイプを埋設させることは出来ないものであった。また、推進埋設後に地中に残される部品点数も多いものとなっていた。   Furthermore, in Patent Document 4, a casing is arranged on the outer periphery of a hollow rod to which a cutting bit is connected, and the hollow rod is propelled while rotating, and after the propulsion is finished, the hollow rod is pulled out, and a drainage drain pipe is installed. Since it was inserted, the drainage drain pipe could not be buried at the same time as the propulsion embedding as described above. Moreover, the number of parts left in the ground after propulsion embedding was also large.

本発明は、上記諸点にかんがみてなされたものであって、その目的とするところは、導水管の埋設工程において、推進埋設させると同時に導水管も挿入することを可能とし、かつ、簡易な構造により推進工程における駆動伝達を可能にする導水管推進先導体を提供すること、および、この導水管推進先導体による暗渠排水管の埋設工法を提供することである。   The present invention has been made in view of the above-described points, and the object of the present invention is to enable the insertion of a water guide pipe at the same time as the propulsion embedding in a water pipe embedding process, and a simple structure. It is to provide a conduit guide propulsion conductor that enables drive transmission in the propulsion process, and to provide a method for burying a culvert drainage pipe using the conduit guide propellant.

そこで、導水管推進先導体に係る本発明は、導水管を地中に埋設させるために使用される導水管推進先導体であって、上記導水管の先端に接続される先導体本体部と、この先導体本体部の後部端縁を切り欠いて構成された切欠部とを備え、上記切欠部は、少なくとも二つの端縁を有し、一方端縁を駆動伝達部とし、他方端縁を駆動解放案内部とする切欠部であることを特徴とする導水管推進先導体を要旨とする。上記構成によれば、推進埋設装置からの駆動力を先導体の切欠部端縁に伝達または解放させることができる。   Therefore, the present invention related to the water conduit propulsion leading conductor is a water conduit propulsion leading conductor used to embed the water conduit in the ground, and a leading conductor main body connected to the tip of the water conduit, A cutout portion formed by cutting out the rear edge of the leading conductor main body, and the cutout portion has at least two edges, one edge serving as a drive transmission portion, and the other edge driven and released. A gist of a water guide tube propelling conductor characterized by being a notch portion serving as a guide portion. According to the said structure, the driving force from a propulsion embedding apparatus can be transmitted or released to the notch edge of a front conductor.

また、本発明は、導水管を地中に埋設させるために該導水管の先端に設けられ、かつ、推進駆動および回転駆動の伝達を受けて推進する導水管推進先導体であって、上記導水管の先端の挿入を許容しつつ該導水管に接続される有底円筒状の先導体本体部と、この先導体本体部の後部端縁を複数に区分するとともに該各区分の端縁をそれぞれ切り欠いて構成された複数の切欠部とを備え、上記複数の切欠部は、二つの端縁を有し、かつ、それぞれが合同な略V字形に切り欠かれた切欠部であり、それぞれの切欠部の所定側端縁が推進駆動および回転駆動の伝達を受ける駆動伝達部であり、残りの端縁が推進駆動の伝達を受ける推進駆動伝達部であるとともに、この推進駆動伝達部は、上記回転駆動伝達部に伝達される回転駆動を解放する駆動解放案内部であることを特徴とする導水管推進先導体をも要旨とする。上記構成によれば、略V字形の切欠部における一の端縁を、駆動伝達部とすることで、推進埋設装置からの推進駆動および回転駆動の伝達を受けることができる。また、他の端縁を推進駆動伝達部とすることで、推進埋設装置からの推進駆動の伝達を受けることができる。この場合に、推進埋設させるための回転駆動を逆回転としたときには、上記推進駆動伝達部は、回転駆動を解放する駆動解放案内部とすることができる。   The present invention also provides a water pipe propulsion tip conductor that is provided at the tip of the water pipe to embed the water pipe in the ground and that is propelled by transmission of propulsion drive and rotation drive. A bottomed cylindrical tip conductor main body connected to the water conduit while allowing the tip of the water pipe to be inserted, and a rear edge of the tip conductor main body are divided into a plurality of sections and the edges of the sections are cut off respectively. A plurality of cutout portions, each of which has two end edges, each of which is a cutout portion that is cut into a substantially V-shape. The predetermined side edge of the unit is a drive transmission unit that receives transmission of propulsion drive and rotation drive, and the remaining end edge is a propulsion drive transmission unit that receives transmission of propulsion drive. Drive solution that releases the rotational drive transmitted to the drive transmission unit Also summarized as conduit propulsion leading body, characterized in that a guide portion. According to the said structure, the one edge in a substantially V-shaped notch part can be made into a drive transmission part, and can receive transmission of the propulsion drive and rotation drive from a propulsion embedding apparatus. In addition, by using the other end edge as the propulsion drive transmission unit, it is possible to receive the propulsion drive transmission from the propulsion embedding device. In this case, when the rotation drive for propulsion embedding is reverse rotation, the propulsion drive transmission unit can be a drive release guide unit that releases the rotation drive.

このとき、上記発明において、先導体本体部の後部端縁は、四つに区分されるとともにこの各区分の端縁をそれぞれ切り欠いて構成された四つの切欠部とすることもできる。   In this case, in the above invention, the rear end edge of the leading conductor main body portion may be divided into four and may be four cutout portions configured by cutting out the end edges of the respective sections.

さらに、本発明は、導水管を地中に埋設させるために該導水管の先端に設けられ、かつ、推進駆動および回転駆動の伝達を受けて推進する導水管推進先導体であって、上記導水管の先端の挿入を許容しつつ該導水管に接続される有底円筒状の先導体本体部と、この先導体本体部の後部端縁を複数に区分するとともに該各区分の端縁をそれぞれ切り欠いて構成された複数の切欠部とを備え、上記複数の切欠部は、二つの端縁を有し、かつ、それぞれが合同な略V字形に切り欠かれた切欠部であり、それぞれの切欠部の所定側端縁が回転駆動の伝達を受ける回転駆動伝達部であり、残りの端縁が推進駆動の伝達を受ける推進駆動伝達部であるとともに、この推進駆動伝達部は、上記回転駆動伝達部に伝達される回転駆動を解放する駆動解放案内部であることを特徴とする導水管推進先導体をも要旨とする。上記構成によれば、略V字形の切欠部における一の端縁を、回転駆動伝達部とすることで、推進埋設装置からの回転駆動の伝達を受けることができる。また、他の端縁を推進駆動伝達部とすることで、推進埋設装置からの推進駆動の伝達を受けることができる。この場合に、推進埋設させるための回転駆動を逆回転としたときには、上記推進駆動伝達部は、回転駆動を解放する駆動解放案内部とすることができる。   Furthermore, the present invention provides a water pipe propulsion tip conductor provided at the tip of the water pipe to embed the water pipe in the ground and propelled by transmission of propulsion drive and rotational drive. A bottomed cylindrical tip conductor main body connected to the water conduit while allowing the tip of the water pipe to be inserted, and a rear edge of the tip conductor main body are divided into a plurality of sections and the edges of the sections are cut off respectively. A plurality of cutout portions, each of which has two end edges, each of which is a cutout portion that is cut into a substantially V-shape. The predetermined side edge of the part is a rotational drive transmission part that receives transmission of rotational drive, and the remaining edge is a propulsion drive transmission part that receives transmission of propulsion drive. Drive release guide part for releasing the rotational drive transmitted to the part Also summarized as conduit propulsion leading body, characterized in that. According to the said structure, the one end edge in a substantially V-shaped notch can be made into the rotation drive transmission part, and can receive the transmission of the rotation drive from a propulsion embedding apparatus. In addition, by using the other end edge as the propulsion drive transmission unit, it is possible to receive the propulsion drive transmission from the propulsion embedding device. In this case, when the rotation drive for propulsion embedding is reverse rotation, the propulsion drive transmission unit can be a drive release guide unit that releases the rotation drive.

このとき、上記発明において、先導体本体部の後部端縁は、四つに区分されるとともにこの各区分の端縁をそれぞれ切り欠いて構成された四つの切欠部とすることもできる。   In this case, in the above invention, the rear end edge of the leading conductor main body portion may be divided into four and may be four cutout portions configured by cutting out the end edges of the respective sections.

上記各発明において、駆動伝達部または回転駆動伝達部は、先導体の軸心に対して平行方向に端縁を有する構成とすることもできる。上記構成によれば、推進埋設装置からの回転駆動力を駆動伝達部または回転駆動伝達部に直接伝達させることができる。また、駆動解放案内部は、上記駆動伝達部または回転駆動伝達部に対して鋭角方向に端縁を有する駆動解放案内部とすることもできる。   In each of the above inventions, the drive transmission unit or the rotational drive transmission unit may have an edge in a direction parallel to the axis of the leading conductor. According to the said structure, the rotational drive force from a propulsion embedding apparatus can be directly transmitted to a drive transmission part or a rotational drive transmission part. The drive release guide portion may be a drive release guide portion having an edge in an acute angle direction with respect to the drive transmission portion or the rotational drive transmission portion.

他方、暗渠排水管埋設工法に係る本発明は、前記記載の導水管推進先導体を使用する暗渠排水管埋設工法であって、前記導水管を包囲しつつ配置でき、かつ、先端に前記導水管推進先導体の切欠部に係合可能な突起部を備えた外管を、回転駆動力および推進駆動力を発生させる推進埋設装置の駆動部に装着し、多数の水抜き孔を穿設してなる導水管の先端に導水管推進先導体を接続し、この導水管を上記外管の内部に挿入するとともに、上記導水管推進先導体の切欠部を上記外管先端の突起部に係合させ、上記外管を回転させつつ推進させて該外管および導水管を地中に推進し、所定長の推進終了後に外管を後方に引き抜くことにより、上記導水管推進先導体および導水管のみを地中に埋設してなることを特徴とする暗渠排水管埋設工法を要旨とする。上記構成によれば、水抜き孔が穿設されている導水管を外管で包囲することにより、地中を推進埋設している際にも、導水管の側面全体が土で埋まることがないため、穿設された水抜き孔の目詰まりを防止することができる。   On the other hand, the present invention related to the underdrain drainage pipe embedding method is an underdrain drainage pipe embedding method using the above-described conduit guide propulsion conductor, and can be arranged while surrounding the conduit pipe, and the conduit pipe at the tip thereof Mount the outer tube with a protrusion that can be engaged with the notch of the propulsion destination conductor to the drive part of the propulsion embedding device that generates rotational drive force and propulsion drive force, and drill a number of drain holes. A conduit guide tip conductor is connected to the tip of the guide pipe, and the guide pipe is inserted into the outer pipe, and the notch of the guide pipe guide conductor is engaged with the protrusion at the tip of the guide pipe. The outer pipe is propelled while rotating, the outer pipe and the water guide pipe are propelled into the ground, and after the completion of the predetermined length of propulsion, the outer pipe is pulled out rearward so that only the water guide pipe propelling conductor and the water guide pipe are removed. Requires underground drainage pipe burying method, characterized by being buried in the ground To. According to the above configuration, the entire side surface of the water conduit is not buried with soil even when the underground is propelled and buried by surrounding the water conduit with the drain hole formed by the outer tube. Therefore, clogging of the drilled water hole can be prevented.

さらに、本発明は、前記記載の導水管推進先導体を使用する暗渠排水管埋設工法であって、前記導水管を包囲しつつ配置でき、かつ、先端に前記導水管推進先導体の切欠部に係合可能な突起部を備えた外管を、回転駆動力および推進駆動力を発生させる推進埋設装置の駆動部に装着し、多数の水抜き孔を穿設してなる導水管の先端に導水管推進先導体を螺着または固着するとともに、導水管のほぼ全域に合成樹脂製のフィルタ材を封入し、上記導水管を上記外管の内部に挿入するとともに、上記導水管推進先導体の切欠部を上記外管先端の突起部に係合させ、上記外管を回転させつつ推進させて該外管および導水管を地中に推進し、所定長の推進終了後に外管を後方に引き抜くことにより、上記導水管推進先導体および導水管のみを地中に埋設し、導水管の後端開口部に開閉蓋を装着してなることを特徴とする暗渠排水管埋設工法を要旨とする。上記構成によれば、導水管の後端開口部に開閉蓋を装着することで、地中の地下水を河川に排水させることができ、同時に河川の水が導水管内に逆流することを防止することができる。   Furthermore, the present invention is an underdrain drainage pipe embedding method using the above-mentioned water conduit propulsion leading conductor, which can be disposed while surrounding the water conduit, and is provided at a notch portion of the water conduit propulsion leading conductor at the tip. An outer tube having an engaging protrusion is attached to a drive unit of a propulsion embedding device that generates rotational drive force and propulsion drive force, and is guided to the tip of a water guide tube formed with a number of drain holes. The water pipe propulsion leading conductor is screwed or fixed, a filter material made of synthetic resin is sealed in almost the entire area of the water conduit, the water conduit is inserted into the outer pipe, and the water pipe propulsion leading conductor is notched. The outer tube is engaged with the protrusion at the tip of the outer tube, and the outer tube is propelled while being rotated to propel the outer tube and the water guide tube into the ground. As a result, only the above-mentioned water pipe propulsion conductor and water pipe are buried in the ground. And, the gist of the underdrain pipe buried method characterized by comprising wearing the lid to the rear end opening of the conduit. According to the said structure, by installing an opening-and-closing lid in the rear-end opening part of a water conduit, underground groundwater can be drained to a river, and the river water is prevented from flowing back into a water conduit at the same time. Can do.

上記各発明において、導水管推進先導体と導水管の先端との接続は、螺着または固着とすることもできる。   In each of the above-mentioned inventions, the connection between the water guide tube propulsion conductor and the tip of the water guide tube can be screwed or fixed.

導水管推進先導体に係る本発明によれば、導水管推進先導体に外管を係合させて、この外管の内部に先導体と接続させた導水管を挿入することで、地中において外管と導水管を同時に推進させることが可能となる。そして、外管を引き抜くことで、導水管を地中に埋設させることが可能となる。また、簡易な構造により、駆動力の伝達を十分にすることができるものである。なお、構造が簡易であることから、部品点数を削減しコストの低減をも可能にすることができる。   According to the present invention relating to the water pipe propulsion leading conductor, the outer pipe is engaged with the water pipe propulsion leading conductor, and the water guiding pipe connected to the leading conductor is inserted into the outer pipe, so that in the ground It becomes possible to promote the outer pipe and the water guide pipe at the same time. Then, by pulling out the outer pipe, the water guide pipe can be buried in the ground. Further, the driving force can be sufficiently transmitted with a simple structure. Since the structure is simple, the number of parts can be reduced and the cost can be reduced.

暗渠排水管埋設工法に係る本発明によれば、河川周辺の硬質地盤においても暗渠排水管を埋設することができる。すなわち、山裾等の軟弱地盤における圧入式の推進方法とは異なり、回転駆動を付加することにより実現できるものである。   According to the present invention relating to the underdrain drainage pipe embedding method, the underdrain drainage pipe can be embedded even in the hard ground around the river. That is, unlike the press-fitting type propulsion method in soft ground such as a mountain foot, it can be realized by adding a rotational drive.

以下、本発明の実施の形態を図面に基づいて説明する。第一の実施形態は、導水管を地中に埋設させるために使用される先導体に関するものである。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1st embodiment is related with the tip conductor used in order to embed a water conduit in the ground.

本実施形態の先導体1は、図1に示すように、外管3と共に推進埋設装置5に取り付けられて地中に回転圧入されるものである。推進埋設装置5による駆動力は外管3を介して先導体1に伝達され、この先導体1を推進させることにより、最終的に先導体1および導水管2を地中に埋設させるものである。   As shown in FIG. 1, the leading conductor 1 of this embodiment is attached to the propulsion embedding device 5 together with the outer tube 3 and is rotationally press-fitted into the ground. The driving force by the propulsion embedding device 5 is transmitted to the leading conductor 1 through the outer tube 3, and by propelling the leading conductor 1, the leading conductor 1 and the water conduit 2 are finally buried in the ground.

先導体1は、本体部11と切欠部12とで構成され、図2(a)に示すように、先端形状は円錐台形をしており、側面形状は有底の円筒形に形成されている(これが本体部分である)。このように先端形状を円錐台形に形成させているのは、地中での進行方向における土圧抵抗を軽減して推進させるために採用されているものである。先導体本体部11の後部端縁は、四つに区分されており、各区分の端縁は略V字形に切り欠いて構成された切欠部12が形成されている。切欠部12には、回転駆動伝達部121と推進駆動伝達部122が設けられており、回転駆動伝達部121は、基部123から後部端縁に向けて形成され、先導体1の軸心に対して平行方向に端縁を有するように設けられている。一方、推進駆動伝達部122は、基部123から後部端縁に向けて形成されているが、回転駆動伝達部121に対して鋭角方向に端縁を有するように設けられている。各区分の切欠部12は、推進埋設装置5からの回転駆動力および推進駆動力を先導体1に均等に伝達させるために、各区分は合同に構成されている。すなわち、各区分は相互に同じ大きさ、同じ形状で構成されているのである。   The leading conductor 1 is composed of a main body 11 and a notch 12, and as shown in FIG. 2A, the tip shape is a truncated cone and the side shape is a bottomed cylindrical shape. (This is the body part). In this way, the tip shape is formed in the shape of a truncated cone, which is employed for reducing and promoting earth pressure resistance in the traveling direction in the ground. The rear end edge of the leading conductor main body 11 is divided into four, and the end edge of each section is formed with a cutout portion 12 formed by cutting out into a substantially V shape. The notch 12 is provided with a rotational drive transmission part 121 and a propulsion drive transmission part 122, and the rotational drive transmission part 121 is formed from the base 123 toward the rear edge, and is formed with respect to the axis of the leading conductor 1. And have edges in parallel directions. On the other hand, the propulsion drive transmission unit 122 is formed from the base 123 toward the rear edge, and is provided so as to have an edge in an acute angle direction with respect to the rotation drive transmission unit 121. The notches 12 of each section are configured in a congruent manner so that the rotational driving force and the propulsion driving force from the propulsion embedding device 5 are evenly transmitted to the leading conductor 1. That is, each section is configured with the same size and the same shape.

ここで、先導体本体部11について詳述すると、図2(b)に示すように、この先導体本体部11は、先端部材111、駆動伝達部材112、円筒連結部材113で構成され、円筒連結部材113の先頭内部に先端部材111の一部を収納し、さらに、駆動伝達部材112の中空内部に円筒連結部材113を収納した状態で溶接して一体的に設けられている。このとき、各部材の先端に生ずる段差部分を溶接することで、溶剤部分Bと共に先導体先端を円錐台形に形成しているのである(図2(c)参照)。   Here, the leading conductor main body 11 will be described in detail. As shown in FIG. 2B, the leading conductor main body 11 is composed of a tip member 111, a drive transmission member 112, and a cylindrical coupling member 113. A part of the tip member 111 is housed inside the top of 113, and further, the cylindrical connecting member 113 is housed in the hollow inside of the drive transmission member 112 and welded integrally. At this time, the step portion generated at the tip of each member is welded to form the tip of the leading conductor in a truncated cone shape together with the solvent portion B (see FIG. 2C).

上記先導体1の後部内面には、雌ねじが螺刻されており、導水管2の先端に螺刻された雄ねじと螺合されることにより、先導体1と導水管2を連結させることができる。   A female thread is threaded on the rear inner surface of the leading conductor 1, and the leading conductor 1 and the conduit 2 can be connected by being screwed with a male thread threaded at the tip of the conduit 2. .

この導水管2は、地中から管内に流入した地下水を河川に排水させるためのものであって、図3(a)に示すように、先端には先導体1が螺着されており、全体が円筒状に構成され、その側面全体には、地下水を流入させるための水抜き孔21が穿設されている。導水管2の後端内面には、雌ねじが螺刻されており、他の導水管2の先端側面に螺刻された雄ねじと螺合されることにより、導水管2同士を連結させることができる。これにより、導水管2同士を連続させて継ぎ足すことができるため、地中の所定位置まで導水管2を伸長させることが可能となる。   This water conduit 2 is for draining groundwater flowing into the pipe from the ground into the river, and as shown in FIG. 3 (a), a leading conductor 1 is screwed to the tip, Is formed in a cylindrical shape, and a drain hole 21 for allowing groundwater to flow in is formed in the entire side surface. A female screw is threaded on the inner surface of the rear end of the water guide tube 2, and the water guide tubes 2 can be connected to each other by being screwed with a male screw threaded on the tip side surface of the other water guide tube 2. . Thereby, since the water guide pipes 2 can be connected continuously, the water guide pipe 2 can be extended to a predetermined position in the ground.

外管3は、導水管2を包囲しつつ配置されるもので、図3(b)に示すように、先導体1の切欠部12に係合可能な突起部31を備えている。この外管3は、推進方向の先頭に位置し、先導体1と係合されて使用されるものである。外管3の先端には山形の突起部31が設けられ、この突起部31の端縁には、回転用当接部311および推進用当接部312が形成されている。このとき、回転駆動伝達部121と回転用当接部311、および推進駆動伝達部122と推進用当接部312が互いに係合されることにより、先導体1と外管3を一時的に固定させることができる(図4(a)参照)。外管3の後端内面には、雌ねじが螺刻されており(図3(b)参照)、外管4の先端側面に螺刻された雄ねじ(図3(c)参照)と螺合されることにより、外管3と外管4を連結させることができるため、地中の所定位置まで外管を継ぎ足すことが可能となる。   The outer tube 3 is disposed so as to surround the water guide tube 2 and includes a protrusion 31 that can be engaged with the notch 12 of the leading conductor 1 as shown in FIG. The outer tube 3 is positioned at the head in the propulsion direction and is used by being engaged with the leading conductor 1. A mountain-shaped protrusion 31 is provided at the tip of the outer tube 3, and a rotation contact portion 311 and a propulsion contact portion 312 are formed at the end edge of the protrusion 31. At this time, the rotational conductor transmission portion 121 and the rotational contact portion 311 and the propulsion drive transmission portion 122 and the thrust contact portion 312 are engaged with each other, thereby temporarily fixing the leading conductor 1 and the outer tube 3. (See FIG. 4A). A female screw is threaded on the inner surface of the rear end of the outer tube 3 (see FIG. 3B), and is screwed with a male screw threaded on the side surface of the outer tube 4 (see FIG. 3C). Since the outer tube 3 and the outer tube 4 can be connected to each other, the outer tube can be added to a predetermined position in the ground.

本実施形態は、上記のような構成であるから、先導体1を一時的に固定し得る外管3が、推進埋設装置5に装着されることにより、推進埋設装置5から得られる回転駆動力および推進駆動力を先導体1に伝達させることができるのである(図4(a)参照)。そして、これらの駆動力が、外管3を介して先導体1に伝達されることによって、地中に回転圧入させることが可能となる。   Since the present embodiment is configured as described above, the rotational driving force obtained from the propulsion embedding device 5 by mounting the outer tube 3 capable of temporarily fixing the leading conductor 1 on the propulsion embedding device 5. And propulsion drive force can be transmitted to the front conductor 1 (refer Fig.4 (a)). Then, these driving forces are transmitted to the leading conductor 1 through the outer tube 3 so that it can be rotationally pressed into the ground.

次に、本実施形態の使用態様を説明しつつ、暗渠排水管埋設工法に係る第一の実施形態を同時に説明する。上述のとおり、外管3を推進埋設装置5に装着することにより、この外管3と、これに連結する先導体1と、この先導体1に後続する導水管2とが、全体として回転圧入できる。ここで、上記各部材は一定の長さに調整されており(図3参照)、この長さ寸法は、推進埋設装置5による推進ストロークに合わせられている。具体的には、先導体1の切欠部12と外管3の突起部31を係合させた状態で、先導体1の先端から導水管2および外管3の後端までの距離が、推進埋設装置5のストロークと一致させているのである。   Next, the first embodiment according to the underdrain drainage pipe embedding method will be described at the same time while explaining the usage mode of the present embodiment. As described above, by attaching the outer tube 3 to the propulsion embedding device 5, the outer tube 3, the leading conductor 1 connected to the outer tube 3, and the water guiding pipe 2 following the leading conductor 1 can be rotationally press-fitted as a whole. . Here, each said member is adjusted to fixed length (refer FIG. 3), and this length dimension is united with the propulsion stroke by the propulsion embedding apparatus 5. FIG. Specifically, in a state where the notch 12 of the leading conductor 1 and the protrusion 31 of the outer tube 3 are engaged, the distance from the tip of the leading conductor 1 to the rear ends of the water guide tube 2 and the outer tube 3 is propulsion. It is made to correspond to the stroke of the burying device 5.

そして、一定の距離(推進埋設装置のストローク相当分)を地中に推進埋設させたところで、新たな導水管2および新たな外管4を連結させながら継ぎ足して、回転圧入させることで地中を推進埋設させていくのである。これにより、地中において推進工程と埋設工程を同時に進行させることができる。   Then, when a certain distance (corresponding to the stroke of the propulsion embedding device) is propelled and buried in the ground, a new water conduit 2 and a new outer pipe 4 are connected while being connected, and rotationally press-fitted into the ground. It will be promoted and buried. Thereby, a propulsion process and an embedding process can be advanced simultaneously in the ground.

所望の距離を推進埋設した後は、引き続き推進埋設装置5を使用して、外管3(外管4)を地中から牽引して抜き取る工程を行う(図4(b)参照)。この場合、外管3が連結された外管4を推進埋設時の回転とは逆に回転させた後、水平方向に牽引することで、先導体1と外管3の一時的な固定を解除させることができるのである。すなわち、外管3が連結された外管4を逆回転させた後、水平方向に牽引することで、回転駆動伝達部121と回転用当接部311の係合部分が離隔される方向に移動することとなるのである。この場合、推進駆動伝達部122は、回転駆動力を解放する部分、すなわち、駆動解放案内部に変換することとなる。他方、推進用当接部312は、駆動解放当接部に変換することとなるのである。   After propelling and embedding a desired distance, the process of towing and extracting the outer tube 3 (outer tube 4) from the ground is continued using the propulsion embedding device 5 (see FIG. 4B). In this case, the outer tube 4 to which the outer tube 3 is connected is rotated in the opposite direction to the rotation at the time of propulsion embedding, and then pulled in the horizontal direction to release the temporary fixing of the leading conductor 1 and the outer tube 3. It can be made. That is, after the outer tube 4 to which the outer tube 3 is connected is rotated in the reverse direction and then pulled in the horizontal direction, the engaging portion of the rotation drive transmission portion 121 and the rotation contact portion 311 moves in a direction away from each other. It will be done. In this case, the propulsion drive transmission part 122 is converted into a part for releasing the rotational drive force, that is, a drive release guide part. On the other hand, the propulsion contact portion 312 is converted into a drive release contact portion.

このように、外管3が連結された外管4を逆回転に駆動させることにより、駆動解放当接部312から伝達された駆動力を、駆動解放案内部122に伝達させることができる。この逆回転の駆動力により、先導体1と外管3とが離隔する際の土圧抵抗を軽減させることができるため、外管3(外管4)を地中から除却させることが容易となるのである。なお、上記外管4の逆回転は、上述のように推進埋設装置5から駆動力の伝達を受けても良いが、駆動力の伝達を受けずに回転自在な状態で牽引させることで、外管4を自然に回転させることも可能である。   In this way, the driving force transmitted from the drive release contact portion 312 can be transmitted to the drive release guide portion 122 by driving the outer tube 4 to which the outer tube 3 is connected in the reverse rotation. Since the reverse rotation driving force can reduce the earth pressure resistance when the leading conductor 1 and the outer tube 3 are separated from each other, the outer tube 3 (outer tube 4) can be easily removed from the ground. It becomes. As described above, the reverse rotation of the outer tube 4 may receive a driving force transmitted from the propulsion embedding device 5, but the outer tube 4 can be rotated in a rotatable state without receiving the driving force. It is also possible to rotate the tube 4 naturally.

地中から外管3(外管4)を除却した後は、先導体1が螺着された導水管2のみが地中に埋設されることとなる(図4(c)参照)。この先導体本体11の外径は、導水管2の外径よりも広径となっており、両部材の外径の差で構成される先導体1の端面は、導水管2の軸心に対して垂直に位置することになる。そのため、地中では抵抗体(アンカー)の役割を果たし、容易に引抜くことはできない構造になっている。   After the outer pipe 3 (outer pipe 4) is removed from the ground, only the water guide pipe 2 to which the leading conductor 1 is screwed is buried in the ground (see FIG. 4C). The outer diameter of the leading conductor body 11 is wider than the outer diameter of the water conduit 2, and the end surface of the leading conductor 1 constituted by the difference in the outer diameters of both members is relative to the axis of the conduit 2. Will be positioned vertically. Therefore, it has a structure that plays the role of a resistor (anchor) in the ground and cannot be easily pulled out.

このように、地中に先導体1と導水管2を残置させる暗渠排水管は、護岸背面に貯留している地下水を河川に排水させるために用いることができる。すなわち、河川側から護岸背面に向かって先導体1と導水管2を推進させることによって設置されることにより、暗渠排水管を設けるものである。従って、この推進埋設装置5は、事前に両護岸の間に足場を仮設して足場上に設置する方法が採られる。   Thus, the underdrain drainage pipe which leaves the leading conductor 1 and the water conduit 2 in the ground can be used to drain the groundwater stored on the back of the revetment into the river. That is, the culvert drainage pipe is provided by installing the leading conductor 1 and the water conduit 2 from the river side toward the revetment back surface. Therefore, this propulsion embedding device 5 adopts a method in which a scaffold is temporarily set between the two revetments and installed on the scaffold in advance.

先導体1が一時固定された外管3は、推進埋設装置5に装着されて、護岸の法面部分を起点として、地中の水平方向に向けて回転圧入により推進埋設され、その後、外管3(外管4)を地中から引き抜いて、先導体1が螺着された導水管2を地中に残存させることで、この導水管2の水抜き孔21から地中の地下水を流入させて、河川に排水させるものである。なお、導水管2の河川側開口端には、河川の水の逆流等を防止するため、後述の開閉蓋7を設置する場合があり得る。また、推進埋設装置5は、小型の装置でありながら、一回のシリンダ操作によって所望のストロークを得ることが出来る点で利用できる。   The outer pipe 3 on which the leading conductor 1 is temporarily fixed is attached to the propulsion embedding device 5 and is propulsion-buried by rotational press-fitting in the horizontal direction starting from the slope part of the revetment, and then the outer pipe 3 (outer pipe 4) is pulled out from the ground, and the water guide pipe 2 to which the leading conductor 1 is screwed is left in the ground, so that the ground water in the ground flows from the drain hole 21 of the water guide pipe 2. And drain into the river. In addition, in order to prevent the reverse flow of the river water etc. at the river side opening end of the water conduit 2, the below-mentioned opening / closing lid 7 may be installed. Further, the propulsion embedding device 5 is a small device, but can be used in that a desired stroke can be obtained by a single cylinder operation.

推進埋設装置5は、スライド部51および推進部52を備え、推進部52の前面に回転軸と外管3(外管4)を装着できる支持部53が設けられている。そして、スライド部51には第一の油圧シリンダ54,55が、推進部52には第二の油圧シリンダ56,57が取り付けられ、基台59上を所定方向に進退できる構造になっている。   The propulsion embedding device 5 includes a slide unit 51 and a propulsion unit 52, and a support unit 53 on which a rotary shaft and the outer tube 3 (outer tube 4) can be mounted is provided on the front surface of the propulsion unit 52. The first hydraulic cylinders 54 and 55 are attached to the slide portion 51, and the second hydraulic cylinders 56 and 57 are attached to the propulsion portion 52. The slide portion 51 has a structure capable of moving forward and backward in a predetermined direction on the base 59.

そこで、推進埋設装置5の作動態様について説明する。図5は、スライド部51および推進部52の進退の概略を示す図である。そして、図5(a)に示すように、スライド部51および推進部52は、装置の後方(図中右側)に移動させておき、推進部52の全面に設けられる支持部53に外管3が設置される(図6参照)。このとき、第一の油圧シリンダ54,55および第二の油圧シリンダ56,57は、いずれも収縮した状態となっている(図5(a)参照)。   Then, the operation | movement aspect of the propulsion embedding apparatus 5 is demonstrated. FIG. 5 is a diagram showing an outline of the advancement and retreat of the slide part 51 and the propulsion part 52. Then, as shown in FIG. 5A, the slide part 51 and the propulsion part 52 are moved to the rear (right side in the figure) of the apparatus, and the outer tube 3 is attached to the support part 53 provided on the entire surface of the propulsion part 52. Is installed (see FIG. 6). At this time, the first hydraulic cylinders 54 and 55 and the second hydraulic cylinders 56 and 57 are both contracted (see FIG. 5A).

工程に応じて選択される外管3(外管4)などを装着したうえで、必要であれば油圧モーター58を作動させつつ、第一の油圧シリンダ54,55を伸張させると、スライド部51が基台59の基台レール591,592に沿って前進することとなる。このスライド部51の前進により、スライド部51とともに推進部52も前進することとなり、装着した上記先導体1などの先端から地中に推進されることとなる(図5(b)参照)。そして、上記第一の油圧シリンダ54,55が最も長くなる状態まで伸張すると、この油圧シリンダ54,55による前進が停止する。   When the first hydraulic cylinders 54 and 55 are extended while attaching the outer pipe 3 (outer pipe 4) selected according to the process and operating the hydraulic motor 58 if necessary, the slide portion 51 Will advance along the base rails 591 and 592 of the base 59. By this advancement of the slide part 51, the propulsion part 52 is also advanced together with the slide part 51, and is propelled into the ground from the tip of the attached leading conductor 1 or the like (see FIG. 5B). When the first hydraulic cylinders 54 and 55 are extended to the longest state, the forward movement by the hydraulic cylinders 54 and 55 is stopped.

引き続き、第二の油圧シリンダ56,57を伸張させることにより、推進部52のみが、スライド部51を基準としてさらに前進することとなる(図5(c)参照)。第二の油圧シリンダ56,57が最も長くなる状態まで移動することにより、当該第二の油圧シリンダ56,57による推進部52の移動が停止し、推進工程が終了することとなる。このとき、推進部52が移動する全体の距離は、所望のストロークに一致させている。すなわち、第一の油圧シリンダ54,55によりスライド部51を全ストローク中の約3分の2に相当する距離を移動させ、これにより基台59に相対的に推進部52を同じ距離だけ推進させる。さらに、残りの約3分の1に相当する距離を第二の油圧シリンダ56,57によって推進部52のみを移動させるのである。   Subsequently, by extending the second hydraulic cylinders 56 and 57, only the propulsion unit 52 moves forward with reference to the slide unit 51 (see FIG. 5C). By moving the second hydraulic cylinders 56 and 57 to the longest state, the movement of the propulsion unit 52 by the second hydraulic cylinders 56 and 57 is stopped, and the propulsion process is ended. At this time, the total distance that the propulsion unit 52 moves is made to coincide with a desired stroke. That is, the first hydraulic cylinders 54 and 55 move the slide portion 51 by a distance corresponding to about two-thirds of the entire stroke, thereby causing the propulsion portion 52 to propel the base 59 relatively by the same distance. . Further, only the propulsion unit 52 is moved by the second hydraulic cylinders 56 and 57 over the distance corresponding to the remaining one third.

次に、推進部52の支持部53から外管3(外管4)などを切り離し、推進部52を後退させる。このとき、第二の油圧シリンダ56,57を収縮させて推進部52をスライド部51まで後退させ、さらに、第一の油圧シリンダ54,55を収縮させてスライド部51とともに推進部52を基台59の後端付近まで後退させるのである。   Next, the outer tube 3 (outer tube 4) and the like are disconnected from the support portion 53 of the propulsion unit 52, and the propulsion unit 52 is moved backward. At this time, the second hydraulic cylinders 56, 57 are contracted to retract the propulsion unit 52 to the slide unit 51, and the first hydraulic cylinders 54, 55 are contracted to form the propulsion unit 52 together with the slide unit 51. 59 is moved back to the vicinity of the rear end.

その後、次に推進させるべき導水管2、外管4などを支持させて上記推進および後退を繰り返し、所定位置まで順次推進させるのである。先導体1に螺着された導水管2に後続する継ぎ足し管は、先頭の導水管2と同形状であり、発信開口部から到達所定位置までの長区間を一本の細管で連続させるのである。この先導体1および導水管2が所定位置に到達した後は、外管3(外管4)のみが引き抜かれて回収され、地中に残存された先導体1および導水管2によって配管が完了するのである。上記外管3の引抜き作業も、本実施形態の推進埋設装置5が使用される。その使用方法は、上記推進時の逆の工程で行われる。   Thereafter, the water guide pipe 2 and the outer pipe 4 to be propelled next are supported, and the above propulsion and retreat are repeated, and the propulsion is sequentially propelled to a predetermined position. The extension pipe following the water guide pipe 2 screwed to the leading conductor 1 has the same shape as that of the leading water pipe 2, and a long section from the transmission opening to the predetermined position reached is made continuous by a single thin pipe. . After the leading conductor 1 and the conduit pipe 2 reach a predetermined position, only the outer pipe 3 (outer pipe 4) is pulled out and collected, and the piping is completed by the leading conductor 1 and the conduit pipe 2 remaining in the ground. It is. The pulling work of the outer tube 3 is also performed using the propulsion embedding device 5 of the present embodiment. The method of use is performed in the reverse process of the above propulsion.

本実施形態で使用する推進埋設装置5は、上記のように、第一の油圧シリンダ54,55および第二の油圧シリンダ56,57を二段階で進退する方法を採用している。このような方法により進退させる理由は、一回のシリンダ操作によって所望のストロークを可能にするためである。すなわち、第一の油圧シリンダ54,55および第二の油圧シリンダ56,57の双方を収縮させた状態において、推進部52を基台59の後部付近に配置させることができること、および、第一の油圧シリンダ54,55により移動させた後(または同時)に、推進部52をスライド部51の先方、すなわち基台59の先端付近まで移動できることによるものである。これは、例えば、単一の油圧シリンダ54,55のみで全ストロークを移動させる場合には、当該油圧シリンダ54,55が伸張できる範囲内に限り推進部52を移動させることが可能となるが、油圧シリンダ54,55と推進部52の位置関係のみで推進部52の移動範囲が決定することとなり、基台59の後端付近から先端付近までの範囲を移動させることができないのである。換言すると、単一の油圧シリンダ54,55のストロークを所望の長さにするとすれば、基台59をそれだけ大型に設ける必要があり、これに伴って設置場所を大きく設けることが必要となるものである。   As described above, the propulsion embedding device 5 used in the present embodiment employs a method in which the first hydraulic cylinders 54 and 55 and the second hydraulic cylinders 56 and 57 are advanced and retracted in two stages. The reason for moving forward and backward by such a method is to enable a desired stroke by a single cylinder operation. That is, in a state where both the first hydraulic cylinders 54 and 55 and the second hydraulic cylinders 56 and 57 are contracted, the propulsion unit 52 can be disposed in the vicinity of the rear portion of the base 59, and the first This is because, after being moved by the hydraulic cylinders 54 and 55 (or simultaneously), the propulsion unit 52 can be moved to the tip of the slide portion 51, that is, to the vicinity of the tip of the base 59. For example, when the entire stroke is moved only by a single hydraulic cylinder 54, 55, the propulsion unit 52 can be moved only within a range in which the hydraulic cylinder 54, 55 can be extended. The moving range of the propulsion unit 52 is determined only by the positional relationship between the hydraulic cylinders 54 and 55 and the propulsion unit 52, and the range from the vicinity of the rear end of the base 59 to the vicinity of the tip cannot be moved. In other words, if the strokes of the single hydraulic cylinders 54 and 55 are set to a desired length, it is necessary to provide the base 59 with a larger size, and accordingly, a larger installation location is required. It is.

次に、暗渠排水管埋設工法に係る第二の実施形態について説明する。本実施形態は、導水管2内部にフィルター6を挿入する構成である。すなわち、地中に残された導水管2の側面全体には、千鳥状に水抜き孔21が穿設されており、この水抜き孔21から地下水を流入させることができる。このとき、水抜き孔21には地下水の流入と同時に地中の土砂も流入してくるため、これらの土砂により導水管2の内部が目詰まりする可能性が高いと考えられる。そこで、図4(d)に示すように、この導水管2内部に合成樹脂製の繊維等で形成された略円筒形のフィルター6を挿入することで、フィルター6の外面と導水管2の内面を当接させることができるため、水抜き孔21からの土砂の流入を防ぐことができるのである。本実施形態では、導水管2の内部に予め円筒フィルター6を挿入しておくものである。従って、上述の第一の実施形態のように導水管2が地中に埋設されるときには、その導水管2の全域に円筒状フィルター6が封入されることとなるのである。   Next, a second embodiment according to the underdrain drainage pipe embedding method will be described. In the present embodiment, the filter 6 is inserted into the water conduit 2. That is, drainage holes 21 are formed in a zigzag manner on the entire side surface of the water conduit 2 left in the ground, and groundwater can be introduced from the drainage holes 21. At this time, since underground soil also flows into the drain hole 21 simultaneously with the inflow of groundwater, it is considered that there is a high possibility that the inside of the water conduit 2 will be clogged by these soils. Therefore, as shown in FIG. 4D, the outer surface of the filter 6 and the inner surface of the water conduit 2 are inserted by inserting a substantially cylindrical filter 6 formed of synthetic resin fibers or the like into the water conduit 2. Therefore, the inflow of earth and sand from the drain hole 21 can be prevented. In the present embodiment, the cylindrical filter 6 is inserted in advance inside the water conduit 2. Therefore, when the water conduit 2 is buried in the ground as in the first embodiment described above, the cylindrical filter 6 is enclosed in the entire region of the water conduit 2.

なお、このフィルター6は、円筒形の立体的な網状を構成しており、中心軸方向は中空に形成されているので、水を通過させることが可能となっている。また、フィルター6の外周面にフィルター6の網目より細かい網目の薄厚の透水シートを巻く構成とすることも可能であり、この場合には、導水管2内部への土砂の流入をさらに防止させることもできる。   The filter 6 has a cylindrical three-dimensional net shape and is hollow in the central axis direction, so that water can pass therethrough. Moreover, it is also possible to make it the structure which winds the thin water-permeable sheet | seat of the mesh finer than the mesh | network of the filter 6 around the outer peripheral surface of the filter 6, and in this case, further preventing the inflow of earth and sand into the inside of the water conduit 2 You can also.

続いて、開閉蓋7について説明する。この開閉蓋7は、導水管2内部に流入した水を排水させるためのものである。地中に貯留されている地下水は、導水管2の水抜き孔21から管内に流入して河川に排水されるようになっている。このとき、導水管2の配設される位置が低い場合には、河川の水が導水管2内部に逆流することが考えられるため、導水管2の配設される位置は、河川の通常水位よりも上方とされる。しかし、河川の水位が異常に上昇することにより、河川の水が導水管2内部に逆流することも想定される。そのため、河川の水を逆流させないような構造の開閉蓋7を導水管2の開口部に取り付ける必要がある。   Next, the opening / closing lid 7 will be described. The open / close lid 7 is for draining water that has flowed into the water guide pipe 2. Groundwater stored in the ground flows into the pipe through the drain hole 21 of the water conduit 2 and is drained into the river. At this time, when the position where the water guide pipe 2 is disposed is low, it is considered that the water of the river flows backward into the water conduit 2. Therefore, the position where the water conduit 2 is disposed is the normal water level of the river. It is made higher than. However, it is also assumed that river water flows back into the conduit 2 due to an abnormal rise in the river water level. Therefore, it is necessary to attach the opening / closing lid 7 having a structure that prevents the river water from flowing back to the opening of the water conduit 2.

図7に示すように、開閉蓋7は、蓋部材71、支持軸72、補強板73、軸受74,75および連結部材78とから構成されており、蓋部材71には軸受75が固着され、補強板73には軸受74が固着されている。この開閉蓋7は、軸受74と軸受75を同一軸線上に配置させて、これらの軸受74,75に支持軸72を同一軸線上に位置するように挿通させることにより補強板73上に軸支されるのである。補強板73には、貫通孔76が設けられており、護岸に立設されている矢板77に固着される。このとき、開閉蓋7が軸支されている補強板73と導水管2とを連結させるために連結部材78が使用される。連結部材78は、側面が円筒状に構成されており、周端縁の片側は、円筒の軸心に対して垂直方向に位置するように鍔状の突片79が構成されている。そして、この鍔状の突片79の平面部分が補強板73と固着され、連結部材78の内面に導水管2が挿入されることにより、補強板73の貫通孔76と導水管2の内部を連通させることができるのである。   As shown in FIG. 7, the open / close lid 7 includes a lid member 71, a support shaft 72, a reinforcing plate 73, bearings 74 and 75, and a connecting member 78, and the bearing 75 is fixed to the lid member 71. A bearing 74 is fixed to the reinforcing plate 73. The open / close lid 7 has a bearing 74 and a bearing 75 arranged on the same axis, and a support shaft 72 is inserted through the bearings 74 and 75 so as to be located on the same axis, thereby supporting the opening / closing lid 7 on the reinforcing plate 73. It is done. The reinforcing plate 73 is provided with a through hole 76 and is fixed to a sheet pile 77 standing on the revetment. At this time, the connecting member 78 is used to connect the reinforcing plate 73 on which the open / close lid 7 is pivotally supported and the water conduit 2. The connecting member 78 has a cylindrical side surface, and a flange-like protruding piece 79 is formed on one side of the peripheral edge so as to be positioned in a direction perpendicular to the axial center of the cylinder. The flat portion of the bowl-shaped protrusion 79 is fixed to the reinforcing plate 73, and the water guide pipe 2 is inserted into the inner surface of the connecting member 78, so that the through hole 76 of the reinforcing plate 73 and the inside of the water guide pipe 2 are connected. It can be communicated.

この開閉蓋7は、導水管2の水を河川に排水させることができると同時に河川の水を導水管2に逆流させないような構造となっている。詳細には、導水管2の内部に水がない状態のときは、導水管2から連通している貫通孔76を閉口させるべく、蓋部材71は補強板73の端面を付勢しており、導水管2の内部に一定量の水が貯留されて、内部の水圧の力が貫通孔76への付勢力を上回った時に、蓋部材71が開口されて貯留した水が河川に排水される。   The open / close lid 7 has a structure that can drain the water from the water conduit 2 into the river and at the same time prevent the river water from flowing back into the water conduit 2. Specifically, when there is no water inside the conduit 2, the lid member 71 urges the end surface of the reinforcing plate 73 to close the through hole 76 communicating with the conduit 2, When a certain amount of water is stored inside the water conduit 2 and the internal water pressure exceeds the urging force to the through hole 76, the lid member 71 is opened and the stored water is drained into the river.

開閉蓋7の付勢力は、蓋部材71の重心を偏心させることにより得ることができる。すなわち、この蓋部材71の重心を偏心させることにより、支持軸72に軸支されている開閉蓋7を補強板73の端面方向に回動させることができるため、補強板73の端面を一定の圧力で付勢することが可能となるのである。このような構造とすることで、河川の水位上昇により、開閉蓋7の外側に水圧が加わっても、この水圧と付勢力により開閉蓋7が開口することはない。一方、河川の水位が低い場合であっても、蓋部材71が補強板73の端面を一定の圧力で付勢することで、河川の水が導水管2の内部に逆流することはないのである。以上より、導水管2内部の水は、一方方向にしか流れないので、地中の地下水を逆流させることなく、河川に排水させることができるのである。   The biasing force of the opening / closing lid 7 can be obtained by decentering the center of gravity of the lid member 71. That is, by decentering the center of gravity of the lid member 71, the opening / closing lid 7 pivotally supported by the support shaft 72 can be rotated in the direction of the end surface of the reinforcing plate 73, so that the end surface of the reinforcing plate 73 is fixed. It is possible to energize with pressure. With such a structure, even if a water pressure is applied to the outside of the opening / closing lid 7 due to a rise in the water level of the river, the opening / closing lid 7 is not opened by the water pressure and the urging force. On the other hand, even when the river water level is low, the lid member 71 urges the end face of the reinforcing plate 73 with a constant pressure, so that the river water does not flow back into the water conduit 2. . As mentioned above, since the water inside the water conduit 2 flows only in one direction, it can be drained into the river without causing the underground groundwater to flow backward.

本実施形態は上記のとおりであるが、本発明の趣旨を逸脱しない範囲において種々の態様をとることができる。例えば、本実施形態において、先導体本体部11の後部端縁は四つに区分した切欠部12について説明しているが、切欠部12を複数形成させる構造とすることもできる。この場合も、複数形成された各切欠部は、推進埋設装置からの駆動力の伝達を均等に受けることが可能となる。切欠部12の形状においても、略V字形のみならず、例えば凹凸形状や波形状のような係合させることのできる形状であれば、推進埋設装置5からの駆動力の伝達を受けることができる。   Although the present embodiment is as described above, various aspects can be taken without departing from the spirit of the present invention. For example, in the present embodiment, the rear end edge of the leading conductor main body 11 has been described with respect to the notch 12 divided into four parts, but a structure in which a plurality of notches 12 are formed may be employed. Also in this case, each of the plurality of cutout portions can receive the transmission of the driving force from the propulsion embedding device evenly. The shape of the notch 12 is not only substantially V-shaped but can be transmitted with driving force from the propulsion embedding device 5 as long as it is a shape that can be engaged, such as an uneven shape or a wave shape. .

また、先導体1と導水管2の接続について、本実施形態では螺着させる場合を説明しているが、これに限定されるものではなく、固着、嵌着または溶着した場合であっても、両部材は接続可能である。   Moreover, about the connection of the leading conductor 1 and the water conduit 2, although this embodiment has demonstrated the case where it is screwed, it is not limited to this, Even if it is a case where it adheres, fits or welds, Both members can be connected.

本発明である先導体の実施形態を示す全体図である。It is a general view which shows embodiment of the leading conductor which is this invention. (a)は本発明である先導体を示す斜視図であり、(b)は先導体を構成する部品図であり、(c)は部品の組付図である。(A) is a perspective view which shows the tip conductor which is this invention, (b) is a components figure which comprises a tip conductor, (c) is an assembly | attachment figure of components. (a)は本発明の実施形態を示す側面図であり、(b)および(c)は外管を示す側面図である。(A) is a side view which shows embodiment of this invention, (b) and (c) are side views which show an outer tube | pipe. 本発明である先導体の使用形態を示す説明図である。It is explanatory drawing which shows the usage condition of the tip conductor which is this invention. 推進埋設装置の作動態様を示す説明図である。It is explanatory drawing which shows the operation | movement aspect of a propulsion embedding apparatus. 推進埋設装置を示す説明図である。It is explanatory drawing which shows a propulsion embedding apparatus. 本発明である暗渠排水管埋設工法の実施形態を示す説明図である。It is explanatory drawing which shows embodiment of the underdrain drainage pipe construction method which is this invention.

符号の説明Explanation of symbols

1 先導体
2 導水管
3,4 外管
5 推進埋設装置
6 フィルター
7 開閉蓋
11 先導体本体部
12 切欠部
21 水抜き孔
31 突起部
51 スライド部
52 推進部
53 支持部
54,55 第一の油圧シリンダ
56,57 第二の油圧シリンダ
58 油圧モーター
59 基台
71 蓋部材
72 支持軸
73 補強板
74,75 軸受
76 貫通孔
77 矢板
78 連結部材
79 突片
111 先端部材
112 駆動伝達部材
113 円筒連結部材
121 回転駆動伝達部
122 推進駆動伝達部(駆動解放案内部)
123 基部
311 回転用当接部
312 推進用当接部(駆動解放当接部)
591,592 基台レール
B 溶剤
DESCRIPTION OF SYMBOLS 1 Lead conductor 2 Water guide pipes 3, 4 Outer pipe 5 Propulsion embedding device 6 Filter 7 Opening / closing lid 11 Lead conductor main body part 12 Notch part 21 Drain hole 31 Projection part 51 Slide part 52 Propulsion part 53 Support parts 54, 55 First Hydraulic cylinders 56 and 57 Second hydraulic cylinder 58 Hydraulic motor 59 Base 71 Lid member 72 Support shaft 73 Reinforcement plates 74 and 75 Bearing 76 Through hole 77 Sheet pile 78 Connection member 79 Projection piece 111 Tip member 112 Drive transmission member 113 Cylindrical connection Member 121 Rotation drive transmission part 122 Propulsion drive transmission part (drive release guide part)
123 Base 311 Rotating contact portion 312 Propulsion contact portion (drive release contact portion)
591,592 Base rail B Solvent

Claims (13)

導水管を地中に埋設させるために使用される導水管推進先導体であって、上記導水管の先端に接続される先導体本体部と、この先導体本体部の後部端縁を切り欠いて構成された切欠部とを備え、上記切欠部は、少なくとも二つの端縁を有し、一方端縁を駆動伝達部とし、他方端縁を駆動解放案内部とする切欠部であることを特徴とする導水管推進先導体。 A water pipe propulsion leading conductor used for burying the water guiding pipe in the ground, the front conductor main body connected to the tip of the water guiding pipe, and the rear edge of the tip conductor main body notched The cutout portion is a cutout portion having at least two end edges, one end edge serving as a drive transmission portion, and the other end edge serving as a drive release guide portion. Conductor for the conduit. 導水管を地中に埋設させるために該導水管の先端に設けられ、かつ、推進駆動および回転駆動の伝達を受けて推進する導水管推進先導体であって、上記導水管の先端の挿入を許容しつつ該導水管に接続される有底円筒状の先導体本体部と、この先導体本体部の後部端縁を複数に区分するとともに該各区分の端縁をそれぞれ切り欠いて構成された複数の切欠部とを備え、上記複数の切欠部は、二つの端縁を有し、かつ、それぞれが合同な略V字形に切り欠かれた切欠部であり、それぞれの切欠部の所定側端縁が推進駆動および回転駆動の伝達を受ける駆動伝達部であり、残りの端縁が推進駆動の伝達を受ける推進駆動伝達部であるとともに、この推進駆動伝達部は、上記回転駆動伝達部に伝達される回転駆動を解放する駆動解放案内部であることを特徴とする導水管推進先導体。 A water pipe propulsion destination conductor that is provided at the tip of the water pipe to embed the water pipe in the ground and that is propelled by transmission of propulsion drive and rotation drive, wherein the tip of the water pipe is inserted. A bottomed cylindrical lead conductor main body connected to the water conduit while permitting, and a plurality of sections formed by dividing the rear edge of the tip conductor main body into a plurality of parts and cutting out the edges of the sections. A plurality of cutout portions, each of which has two end edges, each of which is a cutout portion cut into a congruent, substantially V-shape, and a predetermined side edge of each cutout portion Is a drive transmission unit that receives transmission of propulsion drive and rotation drive, and the remaining edge is a propulsion drive transmission unit that receives transmission of propulsion drive, and this propulsion drive transmission unit is transmitted to the rotation drive transmission unit. This is a drive release guide that releases the rotational drive. Conduit propulsion leading body, wherein. 導水管を地中に埋設させるために該導水管の先端に設けられ、かつ、推進駆動および回転駆動の伝達を受けて推進する導水管推進先導体であって、上記導水管の先端の挿入を許容しつつ該導水管に接続される有底円筒状の先導体本体部と、この先導体本体部の後部端縁を四つに区分するとともに該各区分の端縁をそれぞれ切り欠いて構成された四つの切欠部とを備え、上記四つの切欠部は、二つの端縁を有し、かつ、それぞれが合同な略V字形に切り欠かれた切欠部であり、それぞれの切欠部の所定側端縁が推進駆動および回転駆動の伝達を受ける駆動伝達部であり、残りの端縁が推進駆動の伝達を受ける推進駆動伝達部であるとともに、この推進駆動伝達部は、上記回転駆動伝達部に伝達される回転駆動を解放する駆動解放案内部であることを特徴とする導水管推進先導体。 A water pipe propulsion destination conductor that is provided at the tip of the water pipe to embed the water pipe in the ground and that is propelled by transmission of propulsion drive and rotation drive, wherein the tip of the water pipe is inserted. A bottomed cylindrical lead conductor main body connected to the water conduit while allowing it, and a rear edge of the lead conductor main body divided into four parts, and each edge of each section was cut away. Four cutouts, each of the four cutouts having two end edges, each of which is cut out into a congruent, substantially V-shape, and a predetermined side end of each cutout The edge is a drive transmission unit that receives transmission of propulsion drive and rotational drive, and the remaining edge is a propulsion drive transmission unit that receives transmission of propulsion drive. The propulsion drive transmission unit transmits to the rotational drive transmission unit. This is a drive release guide that releases the rotational drive Conduit propulsion leading body, wherein. 導水管を地中に埋設させるために該導水管の先端に設けられ、かつ、推進駆動および回転駆動の伝達を受けて推進する導水管推進先導体であって、上記導水管の先端の挿入を許容しつつ該導水管に接続される有底円筒状の先導体本体部と、この先導体本体部の後部端縁を複数に区分するとともに該各区分の端縁をそれぞれ切り欠いて構成された複数の切欠部とを備え、上記複数の切欠部は、二つの端縁を有し、かつ、それぞれが合同な略V字形に切り欠かれた切欠部であり、それぞれの切欠部の所定側端縁が回転駆動の伝達を受ける回転駆動伝達部であり、残りの端縁が推進駆動の伝達を受ける推進駆動伝達部であるとともに、この推進駆動伝達部は、上記回転駆動伝達部に伝達される回転駆動を解放する駆動解放案内部であることを特徴とする導水管推進先導体。 A water pipe propulsion destination conductor that is provided at the tip of the water pipe to embed the water pipe in the ground and that is propelled by transmission of propulsion drive and rotation drive, wherein the tip of the water pipe is inserted. A bottomed cylindrical lead conductor main body connected to the water conduit while permitting, and a plurality of sections formed by dividing the rear edge of the tip conductor main body into a plurality of parts and cutting out the edges of the sections. A plurality of cutout portions, each of which has two end edges, each of which is a cutout portion cut into a congruent, substantially V-shape, and a predetermined side edge of each cutout portion Is a rotation drive transmission unit that receives transmission of rotation drive, and the remaining edge is a propulsion drive transmission unit that receives transmission of propulsion drive, and this propulsion drive transmission unit is a rotation transmitted to the rotation drive transmission unit. It is a drive release guide that releases the drive. Aqueducts promote destination conductor that. 導水管を地中に埋設させるために該導水管の先端に設けられ、かつ、推進駆動および回転駆動の伝達を受けて推進する導水管推進先導体であって、上記導水管の先端の挿入を許容しつつ該導水管に接続される有底円筒状の先導体本体部と、この先導体本体部の後部端縁を四つに区分するとともに該各区分の端縁をそれぞれ切り欠いて構成された四つの切欠部とを備え、上記四つの切欠部は、二つの端縁を有し、かつ、それぞれが合同な略V字形に切り欠かれた切欠部であり、それぞれの切欠部の所定側端縁が回転駆動の伝達を受ける回転駆動伝達部であり、残りの端縁が推進駆動の伝達を受ける推進駆動伝達部であるとともに、この推進駆動伝達部は、上記回転駆動伝達部に伝達される回転駆動を解放する駆動解放案内部であることを特徴とする導水管推進先導体。 A water pipe propulsion destination conductor that is provided at the tip of the water pipe to embed the water pipe in the ground and that is propelled by transmission of propulsion drive and rotation drive, wherein the tip of the water pipe is inserted. A bottomed cylindrical lead conductor main body connected to the water conduit while allowing it, and a rear edge of the lead conductor main body divided into four parts, and each edge of each section was cut away. Four cutouts, each of the four cutouts having two end edges, each of which is cut out into a congruent, substantially V-shape, and a predetermined side end of each cutout The edge is a rotational drive transmission unit that receives transmission of rotational drive, and the remaining edge is a propulsion drive transmission unit that receives transmission of propulsion drive. The propulsion drive transmission unit is transmitted to the rotational drive transmission unit. It is a drive release guide that releases rotational drive. Aqueducts promote destination conductor that. 前記駆動伝達部は、先導体の軸心に対して平行方向に端縁を有する駆動伝達部であることを特徴とする請求項1記載の導水管推進先導体。 The said drive transmission part is a drive transmission part which has an edge in a parallel direction with respect to the axial center of a leading conductor, The water conduit promotion tip conductor of Claim 1 characterized by the above-mentioned. 前記駆動解放案内部は、前記駆動伝達部に対して鋭角方向に端縁を有する駆動解放案内部であることを特徴とする請求項1ないし3のいずれかに記載の導水管推進先導体。 4. The water conduit propulsion leading conductor according to claim 1, wherein the drive release guide portion is a drive release guide portion having an edge in an acute angle direction with respect to the drive transmission portion. 5. 前記回転駆動伝達部は、先導体の軸心に対して平行方向に端縁を有する回転駆動伝達部であることを特徴とする請求項4または5記載の導水管推進先導体。 6. The water conduit propulsion leading conductor according to claim 4, wherein the rotation driving transmitting portion is a rotational driving transmitting portion having an edge in a direction parallel to the axis of the leading conductor. 前記駆動解放案内部は、前記回転駆動伝達部に対して鋭角方向に端縁を有する駆動解放案内部であることを特徴とする請求項4または5記載の導水管推進先導体。 6. The water guide propulsion leading conductor according to claim 4, wherein the drive release guide portion is a drive release guide portion having an edge in an acute angle direction with respect to the rotational drive transmission portion. 請求項1ないし9のいずれかに記載の導水管推進先導体を使用する暗渠排水管埋設工法であって、前記導水管を包囲しつつ配置でき、かつ、先端に前記導水管推進先導体の切欠部に係合可能な突起部を備えた外管を、回転駆動力および推進駆動力を発生させる推進埋設装置の駆動部に装着し、多数の水抜き孔を穿設してなる導水管の先端に導水管推進先導体を接続し、この導水管を上記外管の内部に挿入するとともに、上記導水管推進先導体の切欠部を上記外管先端の突起部に係合させ、上記外管を回転させつつ推進させて該外管および導水管を地中に推進し、所定長の推進終了後に外管を後方に引き抜くことにより、上記導水管推進先導体および導水管のみを地中に埋設してなることを特徴とする暗渠排水管埋設工法。 A culvert drainage pipe embedding method using the water conduit propulsion leading conductor according to any one of claims 1 to 9, wherein the conduit can be disposed while surrounding the water conduit, and a notch of the water conduit propulsion leading conductor is provided at a tip. The tip of the water guide tube is formed by mounting an outer tube having a projection that can be engaged with the unit on the drive unit of a propulsion embedding device that generates a rotational drive force and a propulsion drive force, and a number of drain holes are drilled. And connecting the water pipe to the protrusion at the tip of the outer pipe, and inserting the water pipe into the outer pipe, engaging the notch of the water pipe propulsion conductor with the protrusion at the tip of the outer pipe, By propelling while rotating, propelling the outer pipe and water conduit into the ground, and pulling out the outer pipe rearward after completion of the predetermined length of propulsion, only the above-mentioned water conduit propulsion leading conductor and water conduit are buried in the ground. Underground drainage pipe burial method characterized by 請求項1ないし9のいずれかに記載の導水管推進先導体を使用する暗渠排水管埋設工法であって、前記導水管を包囲しつつ配置でき、かつ、先端に前記導水管推進先導体の切欠部に係合可能な突起部を備えた外管を、回転駆動力および推進駆動力を発生させる推進埋設装置の駆動部に装着し、多数の水抜き孔を穿設してなる導水管の先端に導水管推進先導体を接続するとともに、導水管のほぼ全域に合成樹脂製のフィルタ材を封入し、上記導水管を上記外管の内部に挿入するとともに、上記導水管推進先導体の切欠部を上記外管先端の突起部に係合させ、上記外管を回転させつつ推進させて該外管および導水管を地中に推進し、所定長の推進終了後に外管を後方に引き抜くことにより、上記導水管推進先導体および導水管のみを地中に埋設し、導水管の後端開口部に開閉蓋を装着してなることを特徴とする暗渠排水管埋設工法。 A culvert drainage pipe embedding method using the water conduit propulsion leading conductor according to any one of claims 1 to 9, wherein the conduit can be disposed while surrounding the water conduit, and a notch of the water conduit propulsion leading conductor is provided at a tip. The tip of the water guide tube is formed by mounting an outer tube having a projection that can be engaged with the unit on the drive unit of a propulsion embedding device that generates a rotational drive force and a propulsion drive force, and a number of drain holes are drilled. And connecting a conduit guide propellant to the pipe, enclosing a filter material made of synthetic resin in almost the entire area of the conduit, inserting the conduit into the outer pipe, and notching the conduit guide conductor Is engaged with the protrusion at the tip of the outer pipe, propelled while rotating the outer pipe, propelling the outer pipe and the water guide pipe into the ground, and pulling out the outer pipe rearward after completion of the predetermined length of propulsion Only the above-mentioned water pipe propulsion conductor and water pipe are buried in the ground. Underdrain pipe buried method characterized by comprising wearing the lid to the rear end opening of the conduit. 請求項1ないし9のいずれかに記載の導水管推進先導体を使用するものであって、導水管の先端への接続は、螺着または固着であることを特徴とする導水管推進先導体。 A conduit guide propulsion conductor using the conduit guide propellant according to any one of claims 1 to 9, wherein the connection to the tip of the conduit tube is screwing or fixing. 請求項10または11記載の導水管推進先導体を使用するものであって、導水管の先端への接続は、螺着または固着であることを特徴とする暗渠排水管埋設工法。 A conduit drainage burial method using the conduit guide propulsion conductor according to claim 10 or 11, characterized in that the connection to the tip of the conduit is screwed or fixed.
JP2008216488A 2008-08-26 2008-08-26 Aqueduct-jacking leading body and construction method for burying underdrainage pipe Pending JP2010053518A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014025232A (en) * 2012-07-25 2014-02-06 Kumagai Gumi Co Ltd Propulsive force transmission device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014025232A (en) * 2012-07-25 2014-02-06 Kumagai Gumi Co Ltd Propulsive force transmission device

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