JP2011111728A - Method of pipe installation and pipe - Google Patents

Method of pipe installation and pipe Download PDF

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JP2011111728A
JP2011111728A JP2009266643A JP2009266643A JP2011111728A JP 2011111728 A JP2011111728 A JP 2011111728A JP 2009266643 A JP2009266643 A JP 2009266643A JP 2009266643 A JP2009266643 A JP 2009266643A JP 2011111728 A JP2011111728 A JP 2011111728A
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pipe
tube
plate
ground
installation method
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JP5350195B2 (en
Inventor
Shigeji Iwanaga
茂治 岩永
Yoshihiro Yasukawa
良博 安川
Masao Kajiyama
雅生 梶山
Akihiro Nakakita
昭浩 中北
Masaru Kawagoe
勝 河越
Hajime Iwasaki
肇 岩崎
Yasutaka Morizaki
泰隆 森崎
Hiroyuki Shiokawa
裕之 塩川
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Kumagai Gumi Co Ltd
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Kumagai Gumi Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method of pipe installation capable of specifying the extending direction of a pipe without including a recessed/projecting engagement part when the pipe is extended along the side of an installed pipe, and of reducing a cost for manufacturing the recessed/projecting engagement part by applying a force to the recessed/projecting engagement part in a specified direction when the pipe is extended even when the pipe includes the recessed/projecting engagement part. <P>SOLUTION: In this method of pipe installation, a pipe 1 is installed in the ground so as to be arranged in parallel to an installed pipe 50 by extending the pipe 1 in the extending direction of the installed pipe 50 along the outer surface of the installed pipe 50 which has already been installed in the ground. The pipe 1 used is such that all or a part of the one end opening edge surface 20 of the pipe 1 is formed to have a tilted surface 26 tilted from one end 1a of the pipe 1 toward the other end 1b thereof. The tilt start end of the tilted surface 26 of the pipe 1 is positioned on the outer surface side of the installed pipe 50, and the pipe 1 is extended in the extending direction of the installed pipe 50 along the outer surface of the installed pipe 50 to install the pipe 1 in the ground. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、既に地中に設置されている設置済管に並ぶように管を地中に設置する方法及び当該方法に用いる管に関する。   The present invention relates to a method for installing a pipe in the ground so as to line up with a pipe already installed in the ground, and a pipe used in the method.

地中に鋼管のような管を並べて設置して支保工を構築する方法が知られている(例えば、特許文献1乃至4等参照)。
図15に示すように、地中10に構築される支保工11としては、地中10に形成された一方のトンネル空洞部100と他方のトンネル空洞部100との間に跨るように複数の曲管2を連続させて構築されるもの(図15(a)参照)や、地中10に形成された空洞部100から出発して当該空洞部100に戻るように複数の曲管2を連続させて構築されるもの(図15(b)参照)などがある。
図16;図17に示すように、先頭に位置される曲管2である先頭管6と先頭管6の後に続くように設けられる後続の複数の曲管2である後続管7とにより形成される連続する曲管67によって構築される支保工11は、互いに隣り合うように設けられる。即ち、支保工11は、先頭管6を矢印F方向に進行させることと、先頭管6の後に後続管7を順次繋いで行くことを繰り返すことにより、地中10に構築される。
また、図18;図19に示すように、真っ直ぐに延長する管2A(中心軸が直線である管)を用いて、一方のトンネル空洞部100と他方のトンネル空洞部100との間に跨るように複数の管2Aを連続させて設置して支保工を構築する場合(図18参照)や、トンネルを掘る部分においてトンネルの延長方向に延長するように管2Aを設置して支保工を構築する場合もある(図19参照)。
ところで、既に地中に設置された複数の管(曲管2又は管2A)又は1本の管からなる設置済管により形成された支保工の横に沿うように次の支保工を形成するための管を設置する場合、管が土圧を受けて管の進行方向が定まらないことがあり、管が設置済管から離れて地中10を進行する場合がある。
そこで、既に地中に設置されている設置済管により形成された支保工の横に沿うように次の支保工を形成するための管を設置する場合、設置済管となる管に凹係合部(又は凸係合部)を設け、設置済管の横に沿うように設置する管に凸係合部(又は凹係合部)を設け、設置済管となる管と設置済管の横に沿うように設置する管とを凹凸係合させることで、管が設置済管から離れて地中10を進行するのを防止するようにしている(例えば、特許文献3乃至5等参照)。
A method of constructing a support work by arranging pipes such as steel pipes in the ground is known (see, for example, Patent Documents 1 to 4).
As shown in FIG. 15, as the support work 11 constructed in the underground 10, a plurality of curves are formed so as to straddle between one tunnel cavity 100 formed in the underground 10 and the other tunnel cavity 100. The pipe 2 is constructed continuously (see FIG. 15A), or a plurality of curved pipes 2 are continued so as to start from the cavity 100 formed in the underground 10 and return to the cavity 100. (See FIG. 15B).
As shown in FIG. 16; FIG. 17, it is formed by a leading pipe 6 which is a curved pipe 2 positioned at the head and a succeeding pipe 7 which is a plurality of succeeding curved pipes 2 provided so as to follow the leading pipe 6. The support works 11 constructed by the continuous curved pipes 67 are provided adjacent to each other. That is, the support work 11 is constructed in the underground 10 by repeatedly moving the leading pipe 6 in the direction of arrow F and sequentially connecting the succeeding pipe 7 after the leading pipe 6.
Further, as shown in FIG. 18; FIG. 19, the pipe 2A (pipe whose central axis is a straight line) that extends straight is used to straddle between one tunnel cavity 100 and the other tunnel cavity 100. When a support work is constructed by continuously installing a plurality of pipes 2A (see FIG. 18), or a support work is constructed by installing the pipe 2A so as to extend in the tunnel extension direction at the tunnel excavation part. In some cases (see FIG. 19).
By the way, in order to form the next support work along the side of the support work formed by a plurality of pipes already installed in the ground (curved pipe 2 or pipe 2A) or an installed pipe composed of one pipe. When the pipe is installed, the pipe may be subjected to earth pressure and the traveling direction of the pipe may not be determined, and the pipe may travel away from the installed pipe and travel in the ground 10.
Therefore, when installing a pipe to form the next support work along the side of the support work already formed by the already installed pipe in the ground, it is recessedly engaged with the pipe that will be the installed pipe A pipe (or a concave engagement part) is provided on the pipe that is installed along the side of the installed pipe, and a pipe that becomes the installed pipe and the side of the installed pipe are provided. In order to prevent the pipe from moving away from the installed pipe and proceeding in the ground 10 by engaging with the pipe installed along the line (see, for example, Patent Documents 3 to 5).

特許第4057439号公報Japanese Patent No. 4057439 特開2008−50809号公報JP 2008-50809 A 特開2002−47879号公報JP 2002-47879 A 特開2005−248658号公報JP 2005-248658 A 特開平11−173066号公報JP-A-11-173066

しかしながら、上記の場合、管として一対の凹凸係合部を備えた特殊な管を用いなくてはならず、管のコストが高くなって不経済である。また、一対の凹凸係合部を備えた管を用いる場合、設置済管の横に沿うように管を進行させる際に、設置済管と当該管との凹凸係合部に様々な方向からの力が加わりやすいので、凹凸係合部が離反しないように凹凸係合部を頑丈に形成しなくてはならず、凹凸係合部の製造コストも高くなって不経済であるといった問題点もあった。
本発明は、上記問題点に鑑みてなされたもので、設置済管の横に沿うように管を進行させる際に、凹凸係合部を備えずとも管の進行方向を一定にできる管の設置方法などを提供する。また、凹凸係合部を備えた場合でも管の進行の際に凹凸係合部に一定方向の力が加わるようにできて、凹凸係合部の製造コストを安価にできる管の設置方法などを提供する。
However, in the above case, a special tube provided with a pair of concave and convex engaging portions must be used as the tube, which increases the cost of the tube and is uneconomical. In addition, when using a pipe having a pair of concave and convex engaging portions, when the pipe is advanced along the side of the installed pipe, the concave and convex engaging portion between the installed pipe and the pipe from various directions is used. Since the force is easily applied, the concave / convex engaging portion must be formed firmly so that the concave / convex engaging portion does not separate, and the manufacturing cost of the concave / convex engaging portion increases, which is uneconomical. It was.
The present invention has been made in view of the above problems, and when a tube is advanced along the side of an already-installed tube, the tube can be installed with a constant direction of travel without providing an uneven engagement portion. Provide methods and more. In addition, a pipe installation method or the like that can apply a force in a certain direction to the concave / convex engaging portion when the pipe progresses even when the concave / convex engaging portion is provided, and can reduce the manufacturing cost of the concave / convex engaging portion. provide.

本発明に係る管の設置方法は、既に地中に設置されている設置済管の外面に沿って設置済管の延長方向に管を進行させることで設置済管に並ぶように管を地中に設置する管の設置方法において、管として、管の一端開口縁面の全部又は一部が管の一端から管の他端方向に向けて傾斜する傾斜面に形成されたものを用い、管の傾斜面の傾斜始端側を設置済管の外面側に位置させて管を設置済管の外面に沿って設置済管の延長方向に進行させて地中に設置するので、設置済管の横に沿うように管を進行させる際に傾斜面が土圧を受けることで、設置済管と管とに凹凸係合部を備えずとも管の進行方向を一定にでき、管が設置済管から離れて地中を進行するのを防止できる。また、設置済管と管とに凹凸係合部を備えた場合でも管の進行の際に凹凸係合部に一定方向の力が加わるようにでき、凹凸係合部の製造コストを安価にできる。
本発明に係る管の設置方法は、既に地中に設置されている設置済管の外面に沿って設置済管の延長方向に管を進行させることで設置済管に並ぶように管を地中に設置する管の設置方法において、設置済管及び管として横断面矩形状に形成されたものを用い、管は管の一端開口縁面の全部が管の一端から管の他端方向に向けて傾斜する傾斜面に形成されたものを用い、傾斜面は管の一方の外面の一端から管の他端方向に向けて傾斜して管の一方の外面と平行に対向する他方の外面に到達する傾斜面に形成されたものを用い、管の傾斜面の傾斜始端側である管の一方の外面側を設置済管の外面側に位置させて管を設置済管の外面に沿って設置済管の延長方向に進行させて地中に設置するので、横断面矩形状の設置済管の横に沿うように横断面矩形状の管を進行させる際に傾斜面が土圧を受けることで、設置済管と管とに凹凸係合部を備えずとも管の進行方向を一定にでき、管が設置済管から離れて地中を進行するのを防止できる。また、設置済管と管とに凹凸係合部を備えた場合でも管の進行の際に凹凸係合部に一定方向の力が加わるようにでき、凹凸係合部の製造コストを安価にできる。
上記設置済管及び管として、曲がって延長する曲管を用いたので、曲がって延長する支保工を構築することができ、この際、上述した効果が得られる。
上記管の設置方法に用いる管は、管の一端開口縁面の全部又は一部が管の一端から管の他端方向に向けて傾斜する傾斜面に形成されたので、上記方法を実現可能な管を提供できる。
上記管の設置方法に用いる管は、横断面矩形状に形成され、管の一方の外面の一端から管の他端方向に向けて傾斜して管の一方の外面と平行に対向する他方の外面に到達する傾斜面を備えたので、上記方法を実現可能な断面矩形状の管を提供できる。
管として、外面にプレートを備えたものを用い、管の進行に伴ってプレートを設置済管の外面上で摺動させて、プレートが管の外面と設置済管の外面とを跨ぐように管を設置するので、管を進行させる際にプレートがガイドとなって管の位置決めが容易となるとともに、プレートが設置済管の外面に突き当たることで、管がプレートの板面と直交する方向のうちの一方向にずれるのを防止できる。
管として、外面に互いに対向する一対のプレートを備えたものを用い、管の進行に伴ってプレートを設置済管の外面上で摺動させて、プレートが管の外面と設置済管の外面とを跨ぐとともに一対のプレートで設置済管を挟み込むように管を設置するので、管を進行させる際にプレートがガイドとなって管の位置決めが容易となるとともに、管がプレートの板面と直交する方向にずれるのを防止できる。
管は、管の一端開口縁面の全部又は一部が管の一端から管の他端方向に向けて傾斜する傾斜面と、管の外面に固定されて管の外面から突出するプレートとを備えたので、管を進行させる際にプレートがガイドとなって管の位置決めが容易となるとともに、プレートが設置済管の外面に突き当たることで、管がプレートの板面と直交する方向のうちの一方向にずれるのを防止できる管を提供できる。
管は、横断面矩形状に形成され、管の一方の外面の一端から管の他端方向に向けて傾斜して管の一方の外面と平行に対向する他方の外面に到達する傾斜面と、管の一方の外面と直交する外面に固定されて当該外面における一方の外面側の縁から外方にはみ出して一方の外面と直交するとともに互いに平行に対向する一対のプレートと備えたので、管を進行させる際にプレートがガイドとなって管の位置決めが容易となるとともに、管がプレートの板面と直交する方向にずれるのを防止できる横断面矩形状の管を提供できる。
In the pipe installation method according to the present invention, the pipe is grounded so as to line up with the installed pipe by advancing the pipe in the extending direction of the installed pipe along the outer surface of the installed pipe already installed in the ground. In the pipe installation method, the pipe is formed such that all or a part of the opening edge surface of the pipe is formed on an inclined surface inclined from one end of the pipe toward the other end of the pipe. Since the inclination start end side of the inclined surface is positioned on the outer surface side of the installed pipe and the pipe is advanced in the extension direction of the installed pipe along the outer surface of the installed pipe, it is installed in the ground. The inclined surface receives earth pressure when the pipe is advanced along the pipe, so that the direction of the pipe can be made constant without providing the uneven engagement portion between the installed pipe and the pipe, and the pipe is separated from the installed pipe. Can be prevented from traveling through the ground. In addition, even when the installed pipe and the pipe are provided with the concave and convex engaging portion, a force in a certain direction can be applied to the concave and convex engaging portion when the pipe advances, and the manufacturing cost of the concave and convex engaging portion can be reduced. .
In the pipe installation method according to the present invention, the pipe is grounded so as to line up with the installed pipe by advancing the pipe in the extending direction of the installed pipe along the outer surface of the installed pipe already installed in the ground. In the pipe installation method, the installed pipe and the pipe having a rectangular cross section are used, and the pipe has one end edge of the pipe facing from the one end of the pipe toward the other end of the pipe. An inclined surface is used, and the inclined surface is inclined from one end of one outer surface of the tube toward the other end of the tube and reaches the other outer surface facing the one outer surface of the tube in parallel. Installed pipe along the outer surface of the installed pipe by using one formed on the inclined surface, with one outer surface side of the pipe, which is the inclination start end side of the inclined surface of the pipe, positioned on the outer surface side of the installed pipe Since it is installed in the ground by proceeding in the extending direction, the cross section is rectangular along the side of the installed pipe with a rectangular cross section When the pipe is advanced, the inclined surface is subjected to earth pressure, so that the installed pipe and the pipe can be made constant in the direction of travel without having a concave-convex engaging part. You can prevent going inside. In addition, even when the installed pipe and the pipe are provided with the concave and convex engaging portion, a force in a certain direction can be applied to the concave and convex engaging portion when the pipe advances, and the manufacturing cost of the concave and convex engaging portion can be reduced. .
Since the bent pipe that is bent and extended is used as the installed pipe and the pipe, it is possible to construct a support work that is bent and extended, and the above-described effects can be obtained.
The pipe used for the pipe installation method is formed on an inclined surface in which all or part of the opening edge surface of the pipe is inclined from one end of the pipe toward the other end of the pipe. Can provide a tube.
The tube used in the above-described installation method of the tube is formed in a rectangular shape in cross section, and is inclined from one end of one outer surface of the tube toward the other end of the tube and faces the other outer surface of the tube in parallel. Therefore, a tube having a rectangular cross section capable of realizing the above method can be provided.
Use a tube with a plate on the outer surface, and slide the plate on the outer surface of the installed tube as the tube progresses so that the plate straddles the outer surface of the tube and the outer surface of the installed tube. Therefore, when moving the pipe, the plate becomes a guide to facilitate positioning of the pipe, and the plate abuts the outer surface of the installed pipe, so that the pipe is perpendicular to the plate surface of the plate. Can be prevented from shifting in one direction.
As the tube, use a tube having a pair of plates facing each other on the outer surface, and slide the plate on the outer surface of the installed tube as the tube progresses, so that the plate is connected to the outer surface of the tube and the outer surface of the installed tube. Since the pipe is installed so that the installed pipe is sandwiched between a pair of plates, the pipe becomes a guide when the pipe is advanced, and the pipe is easily positioned, and the pipe is orthogonal to the plate surface of the plate. It can prevent shifting in the direction.
The tube includes an inclined surface in which all or part of the opening edge surface of the tube is inclined from one end of the tube toward the other end of the tube, and a plate that is fixed to the outer surface of the tube and protrudes from the outer surface of the tube. Therefore, when the tube is advanced, the plate serves as a guide to facilitate positioning of the tube, and when the plate hits the outer surface of the installed tube, the tube is one of the directions orthogonal to the plate surface of the plate. It is possible to provide a tube that can prevent displacement in the direction.
The tube is formed in a rectangular shape in cross section, an inclined surface that is inclined from one end of one outer surface of the tube toward the other end of the tube and reaches the other outer surface facing the one outer surface of the tube in parallel, Since the pipe is provided with a pair of plates that are fixed to an outer surface orthogonal to one outer surface of the tube and protrude outward from the edge of one outer surface side of the outer surface, orthogonal to one outer surface and facing each other in parallel. A plate having a rectangular cross section can be provided in which the plate serves as a guide during advancement to facilitate positioning of the tube and prevent the tube from shifting in a direction perpendicular to the plate surface of the plate.

管及び設置済管を示す斜視図(実施形態1)。A perspective view showing a pipe and an installed pipe (embodiment 1). 管の正面、平面、背面を示す図(実施形態1)。The figure which shows the front surface of a pipe | tube, a plane, and a back surface (Embodiment 1). 管の傾斜面の作用を説明する図(実施形態1)。The figure explaining the effect | action of the inclined surface of a pipe | tube (Embodiment 1). 支保工の構築手順を示す図(実施形態1)。The figure which shows the construction procedure of a support work (embodiment 1). 管及び設置済管を示す斜視図(実施形態2)。A perspective view showing a pipe and an installed pipe (second embodiment). プレート付きの管及び設置済管を示す斜視図(実施形態3)。The perspective view which shows the pipe | tube with a plate, and the installed pipe | tube (Embodiment 3). 管及び設置済管を横から見た図(実施形態3)。The figure which looked at the pipe and the installed pipe from the side (Embodiment 3). 管及び設置済管を横から見た図(実施形態4)。The figure which looked at the pipe and the installed pipe from the side (embodiment 4). プレート付きの管を示す斜視図(実施形態3)。The perspective view which shows the pipe | tube with a plate (embodiment 3). プレート付きの管を示す斜視図(実施形態4)。The perspective view which shows the pipe | tube with a plate (Embodiment 4). 管を示す側面図、及び、斜視図(実施形態5)。The side view which shows a pipe | tube, and a perspective view (Embodiment 5). 管を示す側面図、及び、斜視図(実施形態6)。The side view which shows a pipe | tube, and a perspective view (Embodiment 6). 管を示す斜視図(実施形態7)。A perspective view showing a pipe (embodiment 7). プレート付き管を示す斜視図(実施形態8)。The perspective view which shows the pipe | tube with a plate (Embodiment 8). 支保工の例を示す断面図(従来)。Sectional drawing which shows the example of support work (conventional). 曲管の形状、設置形態を示す斜視図(従来)。The perspective view which shows the shape and installation form of a curved pipe (conventional). 曲管により構築された支保工の断面図(従来)。Cross-sectional view of a support constructed with curved pipes (conventional). 支保工の例を示す断面図(従来)。Sectional drawing which shows the example of support work (conventional). 支保工の例を示す斜視図(従来)。The perspective view which shows the example of a support work (conventional).

実施形態1
図1に示すように、実施形態1の管1は、管1の一端1aから地中10に入れて地中10を進行させて管1を地中10に設置する場合において、既に地中10に設置されている設置済管50の外面に沿って一定方向に進行させやすいように形成されたものである。
管1及び設置済管50は、例えば、真っ直ぐに延長する管(中心軸が直線である管)であり、互いに対向する一方の一対の外側面のうちの一方の外側面(以下、第1面21という)と他方の外側面(以下、第2面22という)、及び、互いに対向する他方の一対の外側面のうちの一方の外側面(以下、第3面23という)と他方の外側面(以下、第4面24という)を有した両端開口の横断面矩形状の例えば鋼管により形成される。
管1及び設置済管50は、内側面25と外側面(例えば第3面23及び第4面24)とに貫通する図外の複数の貫通孔を備え、これ等貫通孔が注入孔として機能する。
Embodiment 1
As shown in FIG. 1, the pipe 1 according to the first embodiment has already been installed in the underground 10 when the pipe 1 is installed in the underground 10 by entering the underground 10 from one end 1 a of the pipe 1 and advancing the underground 10. It is formed so that it can be easily advanced in a certain direction along the outer surface of the installed pipe 50 installed in the.
The pipe 1 and the installed pipe 50 are, for example, straight pipes (pipes whose central axes are straight lines), and one outer face (hereinafter referred to as a first face) of one pair of outer faces facing each other. 21) and the other outer surface (hereinafter referred to as the second surface 22) and one outer surface (hereinafter referred to as the third surface 23) of the other pair of outer surfaces facing each other and the other outer surface. It is formed of, for example, a steel pipe having a rectangular cross section at both ends opening (hereinafter referred to as the fourth surface 24).
The pipe 1 and the installed pipe 50 include a plurality of unillustrated through holes penetrating the inner surface 25 and the outer surface (for example, the third surface 23 and the fourth surface 24), and these through holes function as injection holes. To do.

図1;図2に示すように、管1は、一端開口縁面20の全部が、一端1aから他端1bの方向に向けて傾斜する傾斜面26に形成される。この傾斜面26は、第1面21の一端1aから管1の他端1bの方向に向けて傾斜して、管1の第1面21と平行に対向する管1の第2面22に到達する傾斜面である。即ち、管1の一端に位置する矩形環状の一端開口縁面20を形成する傾斜面26が、第1面21の一端開口縁面と、第2面22の一端開口縁面と、第3面23の一端開口縁面と、第4面24の一端開口縁面とで形成される。
傾斜面26は、同一方向に傾斜する傾斜面により形成されるので、設置済管50の第2面22と隣り合わされる管1の第1面21の一端縁21tは、先鋭に形成される。管1を一端1a側から地中10に入れる場合に、管1の第1面21の一端縁21tは管1の第2面22の一端に位置する一端縁22tよりも管1の進行方向側に位置する。
管1は、例えば、鋼管の中心軸と直交する面に形成された鋼管の一端開口縁面が斜めに除去されることで一端開口縁面20が上記傾斜面26に形成された構成の管である。
即ち、管1は、管1を地中10に入れる場合に先頭側となる一端部に進行方向ガイド部を備え、当該進行方向ガイド部が上記傾斜面26により構成される。
As shown in FIG. 1; FIG. 2, the tube 1 is formed on an inclined surface 26 in which the entire one end opening edge surface 20 is inclined from the one end 1a toward the other end 1b. The inclined surface 26 is inclined from one end 1 a of the first surface 21 toward the other end 1 b of the tube 1 and reaches the second surface 22 of the tube 1 facing the first surface 21 of the tube 1 in parallel. It is an inclined surface. That is, the inclined surface 26 that forms the rectangular annular one end opening edge surface 20 located at one end of the tube 1 includes the one end opening edge surface of the first surface 21, the one end opening edge surface of the second surface 22, and the third surface. 23, and one end opening edge surface of the fourth surface 24.
Since the inclined surface 26 is formed by an inclined surface inclined in the same direction, one end edge 21t of the first surface 21 of the pipe 1 adjacent to the second surface 22 of the installed pipe 50 is formed sharply. When the tube 1 is put into the ground 10 from the one end 1a side, the one end edge 21t of the first surface 21 of the tube 1 is closer to the traveling direction side of the tube 1 than the one end edge 22t located at one end of the second surface 22 of the tube 1. Located in.
The pipe 1 is, for example, a pipe having a configuration in which one end opening edge surface 20 is formed on the inclined surface 26 by obliquely removing one end opening edge surface of a steel pipe formed on a surface orthogonal to the central axis of the steel pipe. is there.
That is, the tube 1 includes a traveling direction guide portion at one end that is the leading side when the tube 1 is put into the ground 10, and the traveling direction guide portion is configured by the inclined surface 26.

上記管1を図外の掘進装置を用いて一端1a側から地中10に進行させると、図3に示すように、傾斜面26が地中10の土圧を受けることで楔のように作用して、想像線(一点鎖線)で示すように管1が傾斜面26の傾斜に沿って地中10を進行するようになる。   When the pipe 1 is advanced from the one end 1a side to the ground 10 using an unexcavated excavator, the inclined surface 26 acts like a wedge by receiving the earth pressure of the ground 10 as shown in FIG. Then, as indicated by an imaginary line (dashed line), the tube 1 advances through the underground 10 along the inclination of the inclined surface 26.

設置済管50は、図4に示すように例えば先頭管51と先頭管51に繋げられる複数の後続管52とにより形成される。この場合、先頭管51としては、管の両端開口縁面が管の中心軸に対して直交する面に形成された管、あるいは、上述管1と同様に一端部に進行方向ガイド部としての傾斜面26を有した管を用い、後続管52としては、管の両端開口縁面が管の中心軸に対して直交する面に形成された管を用いる。   As shown in FIG. 4, the installed pipe 50 is formed by, for example, a leading pipe 51 and a plurality of subsequent pipes 52 connected to the leading pipe 51. In this case, as the leading pipe 51, a pipe formed with the opening edge surfaces of both ends of the pipe being orthogonal to the central axis of the pipe, or an inclination as a traveling direction guide section at one end, similar to the pipe 1 described above. A tube having a surface 26 is used, and a tube having both end opening edge surfaces formed on a surface orthogonal to the central axis of the tube is used as the subsequent tube 52.

管1の設置方法を説明する。図4(a)に示すように既に地中10に設置された先頭管51と複数の後続管52とからなる設置済管50による支保工が形成されており、当該設置済管50の外側面としての第2面22に沿って設置済管50の延長方向に管1を進行させることで設置済管50に並ぶように管1を地中10に設置する場合、図4(b)に示すように管1の傾斜面26の傾斜始端側である管1の第1面21を設置済管50の例えば第2面22と接触するように位置させてから管1を地中10へ進行させると、上述した楔の作用により、管1の傾斜面26が地中10の土圧を受け、これにより、管1の第1面21が設置済管50の第2面22を押圧しながら第2面22と接触した状態で管1が地中10を進行する。そして、管1を地中10に設置し、管1の他端(後端)1bが地中10に入る前に図外の接続手段を用いて当該管1の他端1bに後続管53の一端(前端)53aを繋いで管1を図外の掘進装置で進行させることにより、設置済管50の第2面22と管1及び後続管53の第1面21とを接触させた状態に管1及び後続管53を地中10に設置できる。その後、後続管53の後端(他端)53bに図外の接続手段を用いて更に後続させる後続管53を繋いで管1を掘進装置で進行させることで、設置済管50の第2面22と管1及び複数の後続管53の第1面21とを接触させた状態に管1及び複数の後続管53を設置できる(図4(c)参照)。管1の後に繋げる後続管53の数は1以上であり、例えば、最後尾となる後続管53に更なる後続管53を順次繋いで管1を掘進装置で進行させることで、設置済管50の第2面22と管1及び複数の後続管53の第1面21とを接触させた状態に管1及び複数の後続管53を地中10に設置でき、これら管1及び複数の後続管53とからなる支保工を形成できる。尚、掘進装置としては、例えば、特許文献1;2などに開示された掘進装置を用いればよい。
管1及び予定した数の後続管53を地中10に設置することにより支保工を形成した後は、上述した注入孔を介して管1や後続管53の内側より地中10に地盤改良材を注入して地中10に設置された管1及び複数の後続管53の周りの地盤を改良する。
The installation method of the pipe | tube 1 is demonstrated. As shown in FIG. 4 (a), a supporting work is formed by the installed pipe 50 composed of the leading pipe 51 and the plurality of subsequent pipes 52 already installed in the ground 10, and the outer surface of the installed pipe 50. When the pipe 1 is installed in the underground 10 so as to line up with the installed pipe 50 by advancing the pipe 1 in the extending direction of the installed pipe 50 along the second surface 22 as shown in FIG. Thus, after the first surface 21 of the tube 1 that is the inclination start end side of the inclined surface 26 of the tube 1 is positioned so as to contact the second surface 22 of the installed tube 50, the tube 1 is advanced to the ground 10. By the above-mentioned action of the wedge, the inclined surface 26 of the pipe 1 receives the earth pressure of the underground 10, whereby the first surface 21 of the pipe 1 presses the second surface 22 of the installed pipe 50. The pipe 1 travels through the ground 10 in contact with the two surfaces 22. Then, the pipe 1 is installed in the underground 10 and before the other end (rear end) 1b of the pipe 1 enters the underground 10, a connecting means (not shown) is used to connect the subsequent pipe 53 to the other end 1b of the pipe 1. By connecting the one end (front end) 53a and advancing the tube 1 with a digging device (not shown), the second surface 22 of the installed tube 50 and the first surface 21 of the tube 1 and the succeeding tube 53 are brought into contact with each other. The pipe 1 and the succeeding pipe 53 can be installed in the underground 10. Thereafter, the subsequent pipe 53 is further connected to the rear end (the other end) 53b of the subsequent pipe 53 by using a connecting means (not shown) and the pipe 1 is advanced by the digging device, whereby the second surface of the installed pipe 50 is obtained. The tube 1 and the plurality of subsequent tubes 53 can be installed in a state where the tube 22 is in contact with the first surface 21 of the tube 1 and the plurality of subsequent tubes 53 (see FIG. 4C). The number of the succeeding pipes 53 connected after the pipe 1 is one or more. For example, by connecting the further succeeding pipes 53 sequentially to the succeeding succeeding pipe 53 and proceeding the pipe 1 with the excavating device, the installed pipe 50 The tube 1 and the plurality of subsequent tubes 53 can be installed in the ground 10 in a state where the second surface 22 of the tube 1 and the first surface 21 of the tube 1 and the plurality of subsequent tubes 53 are in contact with each other. 53 can be formed. As the excavation apparatus, for example, an excavation apparatus disclosed in Patent Documents 1 and 2 may be used.
After the pipe 1 and the planned number of succeeding pipes 53 are installed in the ground 10, the ground improvement material is formed in the ground 10 from the inside of the pipe 1 and the succeeding pipe 53 through the injection holes described above. To improve the ground around the pipe 1 and the plurality of subsequent pipes 53 installed in the underground 10.

尚、管1及び複数の後続管53とで形成された支保工を設置済管として利用し、当該管1及び複数の後続管53とで形成された支保工の横に管1及び複数の後続管53とからなる新たな支保工を形成できる。つまり、管1及び複数の後続管53とで形成された支保工を設置済管として利用することで、管1及び複数の後続管53とからなる支保工を複数並ぶように形成でき、図18;図19に示すような、支保工を構築できる。   Note that the support formed by the pipe 1 and the plurality of subsequent pipes 53 is used as an installed pipe, and the pipe 1 and the plurality of subsequent pipes are formed beside the support formed by the pipe 1 and the plurality of subsequent pipes 53. A new support work composed of the pipe 53 can be formed. That is, by using the support formed by the pipe 1 and the plurality of subsequent pipes 53 as the installed pipe, a plurality of support works made of the pipe 1 and the plurality of subsequent pipes 53 can be formed side by side. A support structure as shown in FIG. 19 can be constructed.

実施形態1によれば、設置済管50の延長方向に管を進行させることで設置済管50に並ぶように管1を地中に設置する場合、管1として、管1の一端開口縁面20の全部が管1の一端1aから管1の他端1b方向に向けて傾斜する傾斜面26に形成され、傾斜面26は管1の第1面21(一方の外側面)の一端から管1の他端1b方向に向けて傾斜して管1の第1面21と平行に対向する第2面22(他方の外側面)に到達する傾斜面に形成されたものを用い、管1の傾斜面26の傾斜始端側である管1の第1面21側を設置済管50の第2面22側に位置させて管1を設置済管50の第2面22に沿って設置済管50の延長方向に進行させて地中10に設置したので、設置済管50と管1とに互いに係合する一対の凹凸係合部を設けなくとも、管1の一端に設けた傾斜面26の作用により、管1を設置済管50の延長方向に沿って地中10に進行させる場合の進行方向を一定にできるので、管1が設置済管50から離れて地中10を進行するのを防止でき、設置済管50の第2面22に管1の第1面21が接触するように管1を地中10に設置できる。
従って、設置済管50に沿って管1及び管1の後に繋げる後続管53を地中10に設置できて、互いに隣り合う設置済管50による支保工と管1及び後続管53による支保工とが互いに密接に接触するように形成できる。さらに、管1及び後続管53による支保工を設置済管として利用し、当該支保工と密接に接触するように管1及び後続管による新たな支保工を順次形成していける。つまり、隣り合うもの同士で互いに密接に接触するように複数の支保工を構築できるで、これら複数の支保工の周りの地盤を適切に地盤改良できるとともに、複数の支保工で囲まれた領域内に領域外からの地下水が入りこむのを遮断しやすくなり、周辺地盤の沈下などを防止できる。
また、実施形態1によれば、従来の係合凹凸部を備えた管を用いる場合に比べて、管1、後続管53、設置済管50のコストを低減できる。
According to the first embodiment, when the pipe 1 is installed in the ground so as to be aligned with the installed pipe 50 by advancing the pipe in the extending direction of the installed pipe 50, one end opening edge surface of the pipe 1 is used as the pipe 1. 20 is formed on an inclined surface 26 inclined from one end 1a of the tube 1 toward the other end 1b of the tube 1, and the inclined surface 26 extends from one end of the first surface 21 (one outer surface) of the tube 1 to the tube. 1 is formed on an inclined surface that is inclined toward the other end 1b of the tube 1 and reaches the second surface 22 (the other outer surface) facing the first surface 21 of the tube 1 in parallel. The pipe 1 is installed along the second surface 22 of the installed pipe 50 by positioning the first surface 21 side of the pipe 1, which is the inclination start end side of the inclined surface 26, on the second surface 22 side of the installed pipe 50. 50, since it is installed in the underground 10 in the extending direction, a pair of concave and convex engaging portions that engage with each other are not provided in the installed pipe 50 and the pipe 1 In addition, the action of the inclined surface 26 provided at one end of the pipe 1 can make the traveling direction constant when the pipe 1 is advanced to the underground 10 along the extension direction of the installed pipe 50, so that the pipe 1 is already installed. The pipe 1 can be installed in the underground 10 so that the underground 10 can be prevented from traveling away from the pipe 50 and the first surface 21 of the pipe 1 is in contact with the second surface 22 of the installed pipe 50.
Accordingly, the pipe 1 and the succeeding pipe 53 connected to the rear of the pipe 1 along the installed pipe 50 can be installed in the underground 10, and the support work by the installed pipe 50 adjacent to each other and the support work by the pipe 1 and the succeeding pipe 53. Can be formed in close contact with each other. Further, the support work by the pipe 1 and the subsequent pipe 53 is used as the installed pipe, and new support works by the pipe 1 and the subsequent pipe can be sequentially formed so as to be in close contact with the support work. In other words, it is possible to construct a plurality of support works so that adjacent objects are in close contact with each other, and the ground around these support works can be improved appropriately, and within the area surrounded by the plurality of support works It is easy to block the groundwater from entering the area, and the subsidence of the surrounding ground can be prevented.
Moreover, according to Embodiment 1, the cost of the pipe | tube 1, the succeeding pipe | tube 53, and the installed pipe | tube 50 can be reduced compared with the case where the pipe | tube provided with the conventional engagement uneven | corrugated | grooved part is used.

尚、1本の設置済管50で支保工を形成してもよい。また、1本の管1で支保工を形成してもよい。   Note that the support work may be formed by one installed pipe 50. Further, a support work may be formed by a single pipe 1.

実施形態2
実施形態1では、管1、後続管53、設置済管50として真っ直ぐに延長する管を用いたが、管1、後続管53、設置済管50として、図5に示すように、円弧を描くように曲がって延長し、延長方向(管の中心軸)と直交する面で管を切断した場合の横断面が矩形状に形成された曲管を用いてもよい。
実施形態2では、地中10に、図15(a),(b)に示したような、曲がって延長する支保工を構築することができるようになり、この場合において、実施形態1と同じ効果が得られる。
Embodiment 2
In the first embodiment, the pipe 1, the subsequent pipe 53, and the installed pipe 50 are straightly extended pipes. However, as shown in FIG. 5, an arc is drawn as the pipe 1, the subsequent pipe 53, and the installed pipe 50. A curved pipe having a rectangular cross section when the pipe is cut along a plane orthogonal to the extending direction (the central axis of the pipe) may be used.
In the second embodiment, it becomes possible to construct a support work that bends and extends in the underground 10 as shown in FIGS. 15A and 15B, and in this case, the same as in the first embodiment. An effect is obtained.

実施形態3
図6;図7;図9に示すように、実施形態1;2の管1にプレート30を備えた構成の管1Aを用いる。
プレート30は、設置済管50の第2面22と隣り合わされる管1の第1面21と隣り合って第1面21と直交する管1の第3面23に接続される。プレート30は、管1の第3面23における一端1aと他端1bとに渡って延長するように設けられる。即ち、プレート30は、管1の延長方向の全長に渡って延長するように管1の第3面23に溶接などにより接続され、第3面23における第1面21側の縁23eから外方にはみ出して第1面21と直交するように設けられる。プレート30は、例えば、互いに平行に対向する平面により形成された一対の板面33;34と、一端縁面31と、他端縁面32と、管1の第1面21;第2面22の面の曲率に対応した曲率の湾曲した一対の側面35;36とを備えた長尺な平板により形成される。プレート30の一端縁面31は、管1の第3面23の一端(先端)1a側に位置される。プレート30の一端縁面31は、第3面23に接続される側の一方の板面33から他方の板面34に向けて管1の他端1b(後端)方向に立ち上がるように傾斜する傾斜面により形成される。即ち、プレートの一端縁面31は、刃面に形成され、管1Aが進行するのに伴って当該刃面の刃先31tが設置済管50の第3面23にこびり着いた土や、セメントミルクや水ガラス等の地盤改良剤をはつるはつり具として機能する。プレートの他端縁面32は、板面33;34に対して直交する面により形成され、管1の他端縁面20eと同一平面上に位置される。
当該プレート30を備えた構成の管1Aが地中10に設置される際に、プレート30の一方の板面33が設置済管50の第3面23(設置済管50の他方の面22と隣り合う面)上を移動することで、プレート30が管1と設置済管50とを跨ぐように設置済管50の第3面23上に載置されて管1の第1面21と設置済管50の第2面22との間を塞ぐものである。
Embodiment 3
As shown in FIG. 6; FIG. 7; FIG. 9, a tube 1A having a configuration in which the plate 1 is provided on the tube 1 of Embodiments 1 and 2 is used.
The plate 30 is connected to the third surface 23 of the tube 1 adjacent to the first surface 21 of the tube 1 adjacent to the second surface 22 of the installed tube 50 and orthogonal to the first surface 21. The plate 30 is provided so as to extend over one end 1 a and the other end 1 b of the third surface 23 of the tube 1. That is, the plate 30 is connected to the third surface 23 of the tube 1 by welding or the like so as to extend over the entire length of the tube 1 in the extending direction, and outward from the edge 23e on the first surface 21 side of the third surface 23. It is provided so as to protrude and to be orthogonal to the first surface 21. The plate 30 includes, for example, a pair of plate surfaces 33 and 34 formed by planes facing each other in parallel with each other, one end edge surface 31, the other end edge surface 32, the first surface 21 of the tube 1, and the second surface 22. It is formed by a long flat plate provided with a pair of curved side surfaces 35; 36 having a curvature corresponding to the curvature of the surface. One end edge surface 31 of the plate 30 is positioned on one end (tip) 1 a side of the third surface 23 of the tube 1. One end edge surface 31 of the plate 30 is inclined so as to rise from one plate surface 33 on the side connected to the third surface 23 toward the other plate surface 34 in the direction of the other end 1b (rear end) of the tube 1. It is formed by an inclined surface. That is, the edge surface 31 of the plate is formed on the blade surface, and as the pipe 1A advances, the cutting edge 31t of the blade surface sticks to the third surface 23 of the installed pipe 50, cement, The pickaxe with a ground improvement agent such as milk or water glass functions as a suspension. The other end edge surface 32 of the plate is formed by a surface orthogonal to the plate surfaces 33; 34 and is located on the same plane as the other end edge surface 20 e of the tube 1.
When the pipe 1 </ b> A having the configuration including the plate 30 is installed in the ground 10, one plate surface 33 of the plate 30 is connected to the third surface 23 of the installed tube 50 (the other surface 22 of the installed tube 50 and the other surface 22. The plate 30 is placed on the third surface 23 of the installed tube 50 so as to straddle the tube 1 and the installed tube 50 by moving on the adjacent surface), and installed on the first surface 21 of the tube 1. The space between the second surface 22 of the finished pipe 50 is closed.

また、図示しないが、管1Aの後に後続管を繋ぐ場合、管1Aのプレート30の他端縁面32と面接触で突き合わされる一端縁面を有したプレートを持つ後続管を用いる。   Further, although not shown, when a subsequent tube is connected after the tube 1A, a subsequent tube having a plate having one end edge face which is brought into face contact with the other end edge face 32 of the plate 30 of the pipe 1A is used.

従って、管1Aの第1面21を設置済管50の第2面22と接触させるとともに、プレート30の一端側を設置済管50の第3面23上に載置してから管1Aを進行させることによって、プレート30の一端縁面31の刃先31tが設置済管50の第3面23にこびり着いた土や地盤改良材をはつるとともに、上述した楔の作用で、管1の第1面21が設置済管50の第2面22を押圧しながら第2面22と接触した状態で管1が地中10を進行するので、プレート30が、設置済管50の第3面23上を移動して設置済管50の第3面23上に設置されることで、設置済管50の第2面22と管1Aの第1面21との間を塞ぐとともに、設置済管50の第2面22に管1A及び複数の後続管3の第1面21が接触した支保工を構築できる。この場合、管1Aの進行する際にプレート30の一端縁面31の刃先31tが設置済管50の第3面23にこびり着いた土や地盤改良材をはつるので、管1Aをスムーズに進行させることができる。   Accordingly, the first surface 21 of the tube 1A is brought into contact with the second surface 22 of the installed tube 50, and the tube 1A is advanced after placing one end of the plate 30 on the third surface 23 of the installed tube 50. As a result, the cutting edge 31t of the one end edge 31 of the plate 30 lifts the soil or the ground improvement material stuck to the third surface 23 of the installed pipe 50, and the above-described wedge action causes the first of the pipe 1 to move. Since the pipe 1 advances in the ground 10 in a state in which the first surface 21 is in contact with the second surface 22 while pressing the second surface 22 of the installed tube 50, the plate 30 is connected to the third surface 23 of the installed tube 50. By moving up and being installed on the third surface 23 of the installed pipe 50, the space between the second surface 22 of the installed pipe 50 and the first surface 21 of the pipe 1 </ b> A is closed, and the installed pipe 50 is installed. A supporting work in which the first surface 21 of the pipe 1A and the plurality of succeeding pipes 3 is in contact with the second surface 22 can be constructed. In this case, since the cutting edge 31t of the one end edge surface 31 of the plate 30 adheres the soil or ground improvement material stuck to the third surface 23 of the installed pipe 50 when the pipe 1A travels, the pipe 1A can be smoothly moved. Can be advanced.

実施形態3によれば、管1Aがプレート30を備えたので、管1Aを進行させる際にプレート30がガイドとなって管1Aの位置決めが容易となるとともに、プレート30が設置済管50の第3面23に突き当たることで、管1Aがプレート30の板面33;34と直交する方向のうちの一方向にずれるのを防止できる。
また、管1Aが管1の第3面23における一端1aと他端1bとに渡って延長するプレート30を備えたので、管1Aが地中10に設置される際に、プレート30が設置済管50の第3面23上を移動して設置済管50の当該第3面23上に設置され、管1Aの第1面21と設置済管50の第2面22との間を塞ぐので、支保工間の水密性が向上し、支保工で囲まれた領域内に領域外からの地下水が入りこむのを遮断する効果がより向上し、周辺地盤の沈下などを防止できる。
According to the third embodiment, since the pipe 1A includes the plate 30, when the pipe 1A is advanced, the plate 30 serves as a guide to facilitate positioning of the pipe 1A, and the plate 30 is the first of the installed pipes 50. By striking against the three surfaces 23, the pipe 1A can be prevented from shifting in one of the directions orthogonal to the plate surfaces 33; 34 of the plate 30.
In addition, since the pipe 1A includes the plate 30 extending over the one end 1a and the other end 1b of the third surface 23 of the pipe 1, the plate 30 is already installed when the pipe 1A is installed in the ground 10. Since it moves on the third surface 23 of the pipe 50 and is installed on the third surface 23 of the installed pipe 50, the gap between the first surface 21 of the pipe 1A and the second surface 22 of the installed pipe 50 is blocked. In addition, the water tightness between the support works is improved, the effect of blocking the groundwater from entering the area surrounded by the support works is further improved, and the subsidence of the surrounding ground can be prevented.

実施形態4
図8;図10に示すように、管1の第3面23と第4面24との両方に上記プレート30を備えた管1Bを用いてもよい。即ち、管1の第1面21と直交する第3面23と第4面24とに固定されて当該第3面23や第4面24における第1面21側の縁23eから外方にはみ出して第1面21と直交するとともに互いに平行に対向する一対のプレート30;30を備えた管1Bを用いれば、支保工間の水密性がさらに向上し、支保工で囲まれた領域内に領域外からの地下水が入りこむのを遮断する効果をさらに向上でき、周辺地盤の沈下などを防止できる。また、互いに平行に対向するように設けられた一対のプレートにより、設置済管50の第3面23と第4面24とを挟み込むので、管1Bがプレート30の板面33;34と直交する方向にずれるのを防止できる。
Embodiment 4
As shown in FIG. 8; FIG. 10, a tube 1B provided with the plate 30 on both the third surface 23 and the fourth surface 24 of the tube 1 may be used. That is, the tube 1 is fixed to the third surface 23 and the fourth surface 24 orthogonal to the first surface 21 of the tube 1 and protrudes outward from the edge 23e on the first surface 21 side of the third surface 23 and the fourth surface 24. If the pipe 1B provided with a pair of plates 30; 30 that are orthogonal to the first surface 21 and are parallel to each other is used, the watertightness between the support works is further improved, and the area within the area surrounded by the support works The effect of blocking the entry of groundwater from the outside can be further improved, and settlement of the surrounding ground can be prevented. Further, since the third surface 23 and the fourth surface 24 of the installed pipe 50 are sandwiched between a pair of plates provided so as to face each other in parallel, the pipe 1B is orthogonal to the plate surfaces 33; 34 of the plate 30. It can prevent shifting in the direction.

尚、図6乃至図8では、管としての曲管にプレート30を備えた管を図示し、図9:図10では、真っ直ぐに延長する管にプレート30を備えた管を図示した。また、図9:図10に示すように、プレート30の一端縁面31を刃面に形成しなくともよい。
また、上記では、プレート30の一端縁面31の刃先31tや一端縁面31が傾斜面26の傾斜方向に傾斜して延長するように設けられた例を示したが、プレート30の一端縁面31の刃先31tや一端縁面31は、傾斜面26の傾斜方向に傾斜して延長するように設けられていなくてもよい。また、上記では、管1の一端1aと他端1bとに渡って延長するようなプレート30を設けたが、管1の一端1aと他端1bとの間においてプレート30を間欠的に設けてもよい。
6 to 8 illustrate a pipe provided with a plate 30 as a curved pipe as a pipe, and FIG. 9: FIG. 10 illustrate a pipe provided with the plate 30 as a straight extension pipe. Further, as shown in FIG. 9: FIG. 10, one end edge surface 31 of the plate 30 may not be formed on the blade surface.
In the above description, an example is shown in which the blade edge 31t of the one end edge 31 of the plate 30 and the one end edge 31 are provided so as to be inclined and extended in the inclination direction of the inclined surface 26. The blade edge 31t and the edge surface 31 of 31 may not be provided so as to be inclined and extended in the inclination direction of the inclined surface 26. In the above description, the plate 30 is provided so as to extend over the one end 1a and the other end 1b of the tube 1. However, the plate 30 is provided intermittently between the one end 1a and the other end 1b of the tube 1. Also good.

実施形態5
また、実施形態1乃至4において、図11に示すように、管1の一端開口縁面20における第1面21の一端縁21tは先鋭でなくてもよい。また、実施形態1乃至4において、図12に示すように、傾斜面26は、第1面21から第2面22まで延長する傾斜面でなくてもよい。即ち、管1は、管1の第1面21を設置済管50の第2面22と接触するように位置させてから管1を地中10へ進行させた場合に、上述した楔の作用で、管1の第1面21を設置済管50の第2面22と接触しながら進行させる傾斜面26を管1の一端部に備えていればよい。つまり、一端開口縁面20の一部が傾斜面26に形成されていればよい。
Embodiment 5
In the first to fourth embodiments, as shown in FIG. 11, the one end edge 21 t of the first surface 21 in the one end opening edge surface 20 of the tube 1 may not be sharp. In Embodiments 1 to 4, as shown in FIG. 12, the inclined surface 26 may not be an inclined surface extending from the first surface 21 to the second surface 22. That is, when the tube 1 is moved to the ground 10 after the first surface 21 of the tube 1 is positioned so as to be in contact with the second surface 22 of the installed tube 50, the above-described wedge action is achieved. Thus, an inclined surface 26 that advances the first surface 21 of the tube 1 while making contact with the second surface 22 of the installed tube 50 may be provided at one end of the tube 1. That is, it is only necessary that a part of the one-end opening edge surface 20 is formed on the inclined surface 26.

実施形態6
横断面円形状の管の場合にも本願発明を適用できる。即ち、図13に示すように、横断面円形状の管の一端部に進行ガイド部として傾斜面26を備えた管1を用いてもよい。また、図14に示すように、設置済管50の外周面50fに載置される横断面弧状のプレート30や図外の一対のプレート30;30を備えた横断面円形状の管1Aを用いてもよい。
Embodiment 6
The present invention can also be applied to a tube having a circular cross section. That is, as shown in FIG. 13, a tube 1 having an inclined surface 26 as a traveling guide portion at one end portion of a tube having a circular cross section may be used. Further, as shown in FIG. 14, a circular cross-section tube 1A having a cross-section arc-shaped plate 30 placed on the outer peripheral surface 50f of the installed pipe 50 and a pair of plates 30; May be.

1;1A;1B 管、1a 管の一端、1b 管の他端、10 地中、
20 一端開口縁面、26 傾斜面、30 プレート、50 設置済管。
1; 1A; 1B tube, 1a one end of the tube, 1b the other end of the tube, 10 underground,
20 One-end opening edge surface, 26 inclined surface, 30 plates, 50 installed pipes.

Claims (9)

既に地中に設置されている設置済管の外面に沿って設置済管の延長方向に管を進行させることで設置済管に並ぶように管を地中に設置する管の設置方法において、
管として、管の一端開口縁面の全部又は一部が管の一端から管の他端方向に向けて傾斜する傾斜面に形成されたものを用い、管の傾斜面の傾斜始端側を設置済管の外面側に位置させて管を設置済管の外面に沿って設置済管の延長方向に進行させて地中に設置することを特徴とする管の設置方法。
In the pipe installation method to install the pipe in the ground so that it is aligned with the installed pipe by advancing the pipe in the extension direction of the installed pipe along the outer surface of the installed pipe already installed in the ground,
As the tube, use one in which all or part of the opening edge surface of the tube is formed on an inclined surface inclined from one end of the tube toward the other end of the tube, and the inclined start end side of the inclined surface of the tube is already installed. A method for installing a pipe, wherein the pipe is placed on the outer surface side of the pipe, and the pipe is installed in the ground by being advanced in the extending direction of the installed pipe along the outer surface of the installed pipe.
既に地中に設置されている設置済管の外面に沿って設置済管の延長方向に管を進行させることで設置済管に並ぶように管を地中に設置する管の設置方法において、
設置済管及び管として横断面矩形状に形成されたものを用い、管は管の一端開口縁面の全部が管の一端から管の他端方向に向けて傾斜する傾斜面に形成されたものを用い、傾斜面は管の一方の外面の一端から管の他端方向に向けて傾斜して管の一方の外面と平行に対向する他方の外面に到達する傾斜面に形成されたものを用い、管の傾斜面の傾斜始端側である管の一方の外面側を設置済管の外面側に位置させて管を設置済管の外面に沿って設置済管の延長方向に進行させて地中に設置することを特徴とする管の設置方法。
In the pipe installation method to install the pipe in the ground so that it is aligned with the installed pipe by advancing the pipe in the extension direction of the installed pipe along the outer surface of the installed pipe already installed in the ground,
Installed pipes and pipes that have a rectangular cross section are used, and the pipe is formed on an inclined surface in which the entire opening edge of the pipe is inclined from one end of the pipe toward the other end of the pipe. The inclined surface is formed on an inclined surface that is inclined from one end of one outer surface of the tube toward the other end of the tube and reaches the other outer surface facing the one outer surface of the tube in parallel. , One outer surface side of the pipe, which is the slope start end side of the inclined surface of the pipe, is positioned on the outer surface side of the installed pipe, and the pipe is advanced along the outer surface of the installed pipe in the extending direction of the installed pipe. Installation method of the pipe characterized by installing in the.
設置済管及び管として、曲がって延長する曲管を用いたことを特徴とする請求項1に記載の管の設置方法。   2. The pipe installation method according to claim 1, wherein a bent pipe that is bent and extended is used as the installed pipe and the pipe. 請求項1に記載の管の設置方法に用いる管であって、管の一端開口縁面の全部又は一部が管の一端から管の他端方向に向けて傾斜する傾斜面に形成されたことを特徴とする管。   It is a pipe | tube used for the installation method of the pipe | tube of Claim 1, Comprising: All or one part of the one end opening edge surface of a pipe | tube was formed in the inclined surface which inclines toward the other end direction of a pipe | tube from the one end of a pipe | tube. Tube characterized by. 請求項2に記載の管の設置方法に用いる管であって、横断面矩形状に形成され、管の一方の外面の一端から管の他端方向に向けて傾斜して管の一方の外面と平行に対向する他方の外面に到達する傾斜面を備えたことを特徴とする管。   A pipe used for the pipe installation method according to claim 2, wherein the pipe is formed in a rectangular shape in cross section, and is inclined from one end of one outer surface of the pipe toward the other end of the pipe. A tube comprising an inclined surface that reaches the other outer surface facing in parallel. 管として、外面にプレートを備えたものを用い、管の進行に伴ってプレートを設置済管の外面上で摺動させて、プレートが管の外面と設置済管の外面とを跨ぐように管を設置することを特徴とする請求項1又は請求項2に記載の管の設置方法。   Use a tube with a plate on the outer surface, and slide the plate on the outer surface of the installed tube as the tube progresses so that the plate straddles the outer surface of the tube and the outer surface of the installed tube. The pipe installation method according to claim 1 or 2, wherein the pipe is installed. 管として、外面に互いに対向する一対のプレートを備えたものを用い、管の進行に伴ってプレートを設置済管の外面上で摺動させて、プレートが管の外面と設置済管の外面とを跨ぐとともに一対のプレートで設置済管を挟み込むように管を設置することを特徴とする請求項1又は請求項2に記載の管の設置方法。   As the tube, use a tube having a pair of plates facing each other on the outer surface, and slide the plate on the outer surface of the installed tube as the tube progresses, so that the plate and the outer surface of the installed tube The pipe installation method according to claim 1 or 2, wherein the pipe is installed so that the installed pipe is sandwiched between a pair of plates. 請求項6又は請求項7に記載の管の設置方法に用いる管であって、管の一端開口縁面の全部又は一部が管の一端から管の他端方向に向けて傾斜する傾斜面と、管の外面に固定されて管の外面から突出するプレートとを備えたことを特徴とする管。   A pipe used for the pipe installation method according to claim 6 or 7, wherein all or a part of one end opening edge face of the pipe is inclined from one end of the pipe toward the other end of the pipe; And a plate fixed to the outer surface of the tube and protruding from the outer surface of the tube. 請求項6又は請求項7に記載の管の設置方法に用いる管であって、横断面矩形状に形成され、管の一方の外面の一端から管の他端方向に向けて傾斜して管の一方の外面と平行に対向する他方の外面に到達する傾斜面と、管の一方の外面と直交する外面に固定されて当該外面における一方の外面側の縁から外方にはみ出して一方の外面と直交するとともに互いに平行に対向する一対のプレートと備えたことを特徴とする管。   A pipe used in the pipe installation method according to claim 6 or 7, wherein the pipe is formed in a rectangular shape in cross section, and is inclined from one end of one outer surface of the pipe toward the other end of the pipe. An inclined surface that reaches the other outer surface that is parallel to one outer surface, and an outer surface that is fixed to an outer surface orthogonal to one outer surface of the pipe and protrudes outward from an edge on one outer surface side of the outer surface. A tube comprising a pair of plates that are orthogonal and face each other in parallel.
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JP2015218560A (en) * 2014-05-21 2015-12-07 東日本高速道路株式会社 Pipe installation method and pipe with correction guide member used for the method
JP2015218559A (en) * 2014-05-21 2015-12-07 東日本高速道路株式会社 Pipe installation method and pipe with guide member used for the method

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