JP3315813B2 - Piping installation method - Google Patents

Piping installation method

Info

Publication number
JP3315813B2
JP3315813B2 JP12722294A JP12722294A JP3315813B2 JP 3315813 B2 JP3315813 B2 JP 3315813B2 JP 12722294 A JP12722294 A JP 12722294A JP 12722294 A JP12722294 A JP 12722294A JP 3315813 B2 JP3315813 B2 JP 3315813B2
Authority
JP
Japan
Prior art keywords
pipe
cable
propulsion
building
fluid
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP12722294A
Other languages
Japanese (ja)
Other versions
JPH07332543A (en
Inventor
惠昭 奥山
輝夫 壁内
勝彦 向野
高 大島
正也 服部
和則 辻本
孝志 十川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP12722294A priority Critical patent/JP3315813B2/en
Publication of JPH07332543A publication Critical patent/JPH07332543A/en
Application granted granted Critical
Publication of JP3315813B2 publication Critical patent/JP3315813B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、地中に埋設された幹線
となる第一配管(例えばガス管や水道管やケーブル保護
管)と、建屋に備えた第二配管(例えばガス管や水道管
やケーブル用スリーブ)とを、連通接続する為の接続配
管を設置する配管の設置方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a first pipe (for example, a gas pipe, a water pipe or a cable protection pipe) which is buried underground and a second pipe (for example, a gas pipe or a water pipe) provided in a building. The present invention relates to a pipe installation method for installing a connection pipe for communicating and connecting a pipe and a cable sleeve.

【0002】[0002]

【従来の技術】従来、この種の配管の設置方法として
は、予め、前記第一配管部分には発進用立坑を、前記建
屋の敷地内には、到達用立坑をそれぞれ設けておき、前
記発進用立坑内から、前記到達用立坑に向けて横向きに
オーガー掘進を行い、前記到達用立坑にオーガー先端が
到達したら、そのオーガー先端に接続配管を連結してオ
ーガー穴に引き込み、前記到達用立坑内で前記接続配管
と第二配管とを連結する方法があった。
2. Description of the Related Art Conventionally, as a method of installing this type of pipe, a starting shaft is provided in advance in the first pipe portion, and a reaching shaft is provided in the site of the building. From inside the shaft, auger is digging laterally toward the reaching shaft, and when the tip of the auger reaches the reaching shaft, a connecting pipe is connected to the tip of the auger and drawn into the auger hole, and the inside of the shaft for reaching is reached. There was a method of connecting the connection pipe and the second pipe.

【0003】[0003]

【発明が解決しようとする課題】上述した従来の配管の
設置方法によれば、予め、到達用立坑を建屋の敷地内に
設けておいて、その到達用立坑をめがけてオーガー掘進
する訳であるが、オーガー掘進は、掘進途中での進路変
更が困難であるから、掘進方向の設定に誤差があると、
ずれたまま進み、所定の位置から大きく外れて到達する
危険性がある。その結果、到達用立坑の掘削やオーガー
掘進を、位置を変えてやり直さなければならない場合も
ある。また、予め設けてある到達用立坑にうまくオーガ
ー掘進できたにしても、前記到達用立坑は、人が入って
前記接続配管と第二配管との連結作業を実施する関係
上、むやみに小さくすることが困難で、特に、到達用立
坑の深さが大きくなる場合には、掘削残土の置き場を別
に確保する必要が生じ、狭い敷地における作業に制限が
あるという問題がある。この様に、何れにしても、無駄
な施工が増加し、施工効率の低下・施工コストアップを
来す問題がある。
According to the above-described conventional pipe installation method, an arrival shaft is provided in advance on a site of a building, and an auger is excavated toward the arrival shaft. However, in auger excavation, it is difficult to change course during excavation, so if there is an error in setting the excavation direction,
There is a risk that the vehicle will travel with a deviation and reach a position far from a predetermined position. As a result, excavation or auger excavation of the reaching shaft may need to be redone at a different position. In addition, even if the auger can be successfully dug into the reaching shaft provided in advance, the reaching shaft is made unnecessarily small because a person enters and performs the work of connecting the connection pipe and the second pipe. In particular, when the depth of the reaching shaft becomes large, it is necessary to secure a separate place for excavated soil, and there is a problem that work on a narrow site is limited. As described above, in any case, there is a problem that wasteful construction increases, construction efficiency decreases, and construction costs increase.

【0004】従って、本発明の目的は、上記問題点を解
消し、狭い敷地においても施工効率よく、接続配管を敷
設することができる配管の設置方法を提供するところに
ある。
Accordingly, an object of the present invention is to solve the above-mentioned problems and to provide a pipe installation method capable of laying connection pipes efficiently even in a small site.

【0005】[0005]

【課題を解決するための手段】この目的を達成するため
の本発明の第一の特徴手段は、曲線推進自在な長尺の推
進体を、前記流体供給管側から前記建屋へ横方向に地中
推進させ、途中で、予め前記建屋の敷地内に設定された
地上到達部に向けて上方へ曲線推進させ、前記推進体の
先端部が、前記地上到達部に達した後、前記推進体の先
端部に、前記流体引込管となる可撓性管を連結して、前
記推進体を推進方向とは逆方向に引き抜きながら前記可
撓性管を地中に引き込んだ後、前記地上到達部に、前記
流体引込管と前記第二配管との取付作業用の縦穴を掘
り、その縦穴で前記流体引込管と前記第二配管とを接続
するところにある。
A first characteristic means of the present invention for achieving this object is that a long propulsion body capable of propelling a curve is grounded laterally from the fluid supply pipe side to the building. During mid-propulsion, on the way, a curve is propelled upward toward a ground reaching part set in advance on the site of the building, and after the tip of the propelling body reaches the ground reaching part, The distal end portion is connected to a flexible pipe serving as the fluid suction pipe, and after pulling the flexible pipe into the ground while pulling out the propulsion body in a direction opposite to the propulsion direction, the ground reaches the ground reaching section. And said
A vertical hole for attaching the fluid suction pipe to the second pipe is dug, and the vertical hole connects the fluid suction pipe to the second pipe.

【0006】本発明の第二の特徴手段は、曲線推進自在
な長尺の推進体を、前記流体供給管側から前記建屋へ横
方向に地中推進させ、途中で、予め前記建屋の敷地内に
設定された地上到達部に向けて上方へ曲線推進させ、前
記推進体の先端部が、前記地上到達部に達した後、前記
地上到達部に、前記流体引込管と前記第二配管との取付
作業用の縦穴を掘ると共に、前記推進体の先端部に、前
流体引込管となる可撓性管を連結し、前記推進体を推
進方向とは逆方向に引き抜きながら前記可撓性管を地中
に引き込んだ後、前記縦穴で前記流体引込管と前記第二
配管とを接続するところにある。
A second characteristic means of the present invention is that a long propulsion body capable of propelling a curve is laterally underground propelled from the fluid supply pipe side to the building. Curved upward toward the ground reaching part set in the above, after the tip of the propulsion body reaches the ground reaching part, the ground reaching part, the fluid suction pipe and the second pipe While digging a vertical hole for the mounting operation, a flexible pipe serving as the fluid suction pipe is connected to the tip of the propulsion body, and the flexible pipe is pulled out while pulling out the propulsion body in a direction opposite to the propulsion direction. After being drawn into the ground, the vertical hole connects the fluid suction pipe and the second pipe.

【0007】本発明の第三の特徴手段は、曲線推進自在
な長尺の推進体を、前記流体供給管側から前記建屋へ横
方向に地中推進させ、途中で、予め前記建屋の敷地内に
設定された地上到達部に向けて上方へ曲線推進させ、前
記推進体の先端部が、前記地上到達部の下方に達した
後、前記地上到達部に、前記流体引込管と前記第二配管
との取付作業用の縦穴を掘ると共に、前記縦穴内に露出
した前記推進体の先端部に、前記流体引込管となる可撓
性管を連結し、前記推進体を推進方向とは逆方向に引き
抜きながら前記可撓性管を地中に引き込んだ後、前記縦
穴で前記流体引込管と前記第二配管とを接続するところ
にある。
A third characteristic means of the present invention is that a long propelling body capable of curving is horizontally underground propelled from the fluid supply pipe side to the building, and in advance on the site of the building, Curve propulsion upward toward the ground reaching portion set in the above, after the tip of the propulsion body reaches below the ground reaching portion, the ground reaching portion, the fluid suction pipe and the second pipe While digging a vertical hole for mounting work with, a flexible pipe serving as the fluid suction pipe is connected to the distal end of the propulsion body exposed in the vertical hole, and the propulsion body is moved in the direction opposite to the propulsion direction. After pulling the flexible pipe into the ground while pulling out, the vertical hole connects the fluid suction pipe and the second pipe.

【0008】尚、前記流体供給管に替えて、内装ケーブ
ルを保護するケーブル保護管であったり、前記流体引込
管に替えて、前記内装ケーブルと連通接続された引込ケ
ーブルを内装自在なケーブル引込管であってもよい。
It is to be noted that, instead of the fluid supply pipe, a cable protection pipe for protecting an internal cable or the fluid drawing-in pipe may be used .
In place of the pipe, a cable drop-in pipe may be used in which a drop-in cable connected to the internal cable is freely connected.

【0009】また、前記流体供給管、及び、前記流体引
込管、及び、前記第二配管が、ガス流通用のガス管で、
前記流体引込管と前記第二配管との間にガスメーター管
を連通接続して立ち上げるものであったり、前記流体供
給管、及び、前記流体引込管、及び、前記第二配管が、
上水流通用の水道管で、前記流体引込管と前記第二配管
との間に水道メーターを連通接続するものであってもよ
い。
Further, the fluid supply pipe, the fluid suction pipe, and the second pipe are gas pipes for gas distribution,
A gas meter pipe may be connected between the fluid suction pipe and the second pipe to start up, or the fluid supply pipe, and the fluid suction pipe, and the second pipe,
A water pipe for tap water distribution may be one in which a water meter is connected between the fluid inlet pipe and the second pipe.

【0010】更には、前記ケーブル保護管、及び、前記
ケーブル引込管、及び、前記第二配管が、電気ケーブル
を内装して保護する電気ケーブル保護管で、前記ケーブ
ル引込管と前記第二配管との間に電気メーターを連通接
続して立ち上げるものであったり、前記ケーブル保護
管、及び、前記ケーブル引込管、及び、前記第二配管
が、通信ケーブルを内装して保護する通信ケーブル保護
管であってもよい。
[0010] Further, the cable protection tube, the cable lead-in tube, and the second pipe are electric cable protection pipes for housing and protecting an electric cable, wherein the cable lead-in pipe and the second pipe are connected to each other. It is a communication cable protection tube that communicates and starts an electric meter during startup, or the cable protection tube, and the cable lead-in tube, and the second piping is a communication cable protection tube that houses and protects a communication cable. There may be.

【0011】[0011]

【作用】第一の特徴手段によれば、推進体を、前記流体
供給管側から前記建屋へ横方向に地中推進させ、途中
で、予め前記建屋の敷地内に設定された地上到達部に向
けて上方へ曲線推進させ、前記推進体の先端部が、前記
地上到達部に達した後、前記推進体の先端部に、前記
体引込管となる可撓性管を連結して、前記推進体を推進
方向とは逆方向に引き抜きながら前記可撓性管を地中に
引き込んだ後、前記地上到達部に、前記流体引込管と前
記第二配管との取付作業用の縦穴を掘り、その縦穴で前
流体引込管と前記第二配管とを接続するから、推進体
の到達位置を確認した状態で、その位置に合わせて流体
引込管の設置作業を実施することが可能となり、作業の
手戻りを無くすことができる。また、地上到達部に掘る
縦穴を、人が手を入れて上から管接続作業できる程度の
浅くて小さいものにすることが可能となり、短時間に効
率よく設けることができるようになると共に、場所をと
らずに、狭い敷地スペースにおいても管設置工事を実施
することが可能となる。その結果、多少、推進精度が低
かったにしても、従来のように、掘進をやり直したり、
大径の到達用立坑を設けるといった無駄な施工をせず
に、且つ、スピーディーに作業を進めることが可能とな
って、施工コストの低減を図ることができるようにな
る。
According to the first characteristic means, the propulsion body is connected to the fluid
From the supply pipe side, the building is laterally underground propelled in the lateral direction, and on the way, curved upwardly toward a ground reaching part set in advance on the site of the building, and the tip of the propelling body is After reaching the reaching portion, the flow
After connecting the flexible pipe serving as the body retracting pipe and pulling the flexible pipe into the ground while pulling out the propulsion body in the direction opposite to the propulsion direction, the fluid retracting pipe is provided to the ground reaching portion. the digging vertical hole for mounting work of the second pipe, because connecting the second pipe and the fluid lead-in tube in its vertical hole, while confirming the arrival position of the propellant fluid to suit its position and
It is possible to perform the installation work of the drop pipe , and it is possible to eliminate rework of the work. In addition, the vertical hole dug in the ground reach portion can be made shallow and small enough to allow a person to put in a hand and perform pipe connection work from above, so that it can be efficiently provided in a short time, and It is possible to carry out pipe installation work even in a small site space without taking any steps. As a result, even if the propulsion accuracy was somewhat low,
Work can be speedily performed without performing useless construction such as providing a large-diameter reaching shaft, and the construction cost can be reduced.

【0012】第二の特徴手段によれば、曲線推進自在な
長尺の推進体を、前記流体供給管側から前記建屋へ横方
向に地中推進させ、途中で、予め前記建屋の敷地内に設
定された地上到達部に向けて上方へ曲線推進させ、前記
推進体の先端部が、前記地上到達部に達した後、前記地
上到達部に、前記流体引込管と前記第二配管との取付作
業用の縦穴を掘ると共に、前記推進体の先端部に、前記
流体引込管となる可撓性管を連結し、前記推進体を推進
方向とは逆方向に引き抜きながら前記可撓性管を地中に
引き込んだ後、前記縦穴で前記流体引込管と前記第二配
管とを接続するから、第一発明の特徴手段による作用効
果を叶えることができることに加えて、使用する可撓性
管の長さを、必要最小限度にすることが可能となり、更
にコストダウン化を図ることが可能となる。即ち、縦穴
を掘ってから、可撓性管を地中に引き込み、その縦穴内
で可撓性管を切断して管接続を実施するから、第一発明
の方法による場合に比べて、縦穴の深さに概ね匹敵する
長さ分の前記可撓性管を節約することができる。
[0012] According to the second characteristic means, a long propulsion body capable of curvilinear propulsion is laterally underground propelled from the fluid supply pipe side to the building, and is preliminarily placed on the site of the building on the way. Curve propulsion upward toward the set ground reaching part, and after the tip of the propulsion body reaches the ground reaching part, attach the fluid suction pipe and the second pipe to the ground reaching part. While digging a vertical hole for work, at the tip of the propulsion body,
After connecting the flexible pipe serving as the fluid suction pipe and pulling the flexible pipe into the ground while pulling out the propulsion body in the direction opposite to the propulsion direction, the fluid suction pipe and the second Since the pipe is connected to the pipe, the function and effect of the first aspect of the present invention can be achieved, and in addition, the length of the flexible pipe to be used can be minimized, thereby further reducing the cost. Can be achieved. That is, after digging a vertical hole, the flexible pipe is drawn into the ground, and the flexible pipe is cut in the vertical hole to perform pipe connection. A length of the flexible tube approximately equal to the depth can be saved.

【0013】第三の特徴手段によれば、曲線推進自在な
長尺の推進体を、前記流体供給管側から前記建屋へ横方
向に地中推進させ、途中で、予め前記建屋の敷地内に設
定された地上到達部に向けて上方へ曲線推進させ、前記
推進体の先端部が、前記地上到達部の下方に達した後、
前記地上到達部に、前記流体引込管と前記第二配管との
取付作業用の縦穴を掘ると共に、前記縦穴内に露出した
前記推進体の先端部に、前記流体引込管となる可撓性管
を連結し、前記推進体を推進方向とは逆方向に引き抜き
ながら前記可撓性管を地中に引き込んだ後、前記縦穴で
前記流体引込管と前記第二配管とを接続するから、第一
・第二の特徴手段による作用効果を叶えることができる
ことに加えて、推進体の推進距離を第一・第二の方法で
実施する場合に比べて短くすることが可能となり、更に
は、前記可撓性管の引き込み時に、可撓性管の撓みを有
効に利用することが可能となる。即ち、縦穴内に露出し
た推進体の傾斜姿勢より、前記推進体の先端部に接続し
た可撓性管の傾斜姿勢の方が急勾配になるように可撓性
管を撓ました状態で地中に引き込むことができるように
なるので、前記縦穴の(推進方向に沿った方向の)掘削
幅を、より少なくすることができるようになり、例え
ば、塀と建屋との間の狭いスペースに前記地上到達部を
設定した配管設置を実施することが可能となる。従っ
て、狭い到達スペースしか確保できない場合において
も、よりスピーディーに且つより経済的に流体引込管の
設置工事を実施することが可能となる。
According to the third characteristic means, a long propulsion body capable of curving can be propelled laterally underground from the fluid supply pipe side to the building. Curve propulsion upward toward the set ground reach, after the tip of the propulsion body reaches below the ground reach,
In the ground reaching part, a vertical hole for mounting the fluid suction pipe and the second pipe is dug, and a flexible pipe serving as the fluid suction pipe is provided at a tip end of the propulsion body exposed in the vertical hole. After pulling the flexible pipe into the ground while pulling out the propulsion body in the direction opposite to the propulsion direction, the fluid suction pipe and the second pipe are connected by the vertical hole. -In addition to being able to achieve the function and effect of the second characteristic means, it is possible to shorten the propulsion distance of the propulsion body as compared with the case where the first and second methods are used. When the flexible tube is retracted, the bending of the flexible tube can be effectively used. In other words, the flexible tube connected to the distal end of the propulsion body is bent so that the inclination posture of the flexible tube is steeper than the inclination posture of the propulsion body exposed in the vertical hole. Because it can be retracted inside, the excavation width (in the direction along the propulsion direction) of the well can be made smaller, for example, in a narrow space between a fence and a building. It becomes possible to carry out pipe installation with a ground reaching part set. Therefore, even when only a narrow reaching space can be secured, the installation work of the fluid suction pipe can be performed more speedily and more economically.

【0014】[0014]

【0015】前記流体供給管に替えて、内装ケーブルを
保護するケーブル保護管で、前記流体引込管に替えて
前記内装ケーブルと連通接続された引込ケーブルを内装
自在なケーブル引込管であれば、上述の配管の設置方法
に用いる設備を変更することなく、ケーブル保護管から
建屋にわたる前記ケーブルの配線用連通路を、簡便な方
法で設置することが可能となる。
[0015] Instead of the fluid supply tube, a cable protective tube that protects the interior cable, instead of the fluid lead-in tube,
If the drop-in cable communicated and connected with the internal cable is a cable drop-in pipe that can be freely mounted, without changing the equipment used for the above-described piping installation method, the communication path for wiring the cable from the cable protection pipe to the building can be formed. It can be installed in a simple manner.

【0016】また、前記流体供給管、及び、前記流体引
込管、及び、前記第二配管が、ガス流通用のガス管で、
前記流体引込管と前記第二配管との間にガスメーター管
を連通接続して立ち上げるものであれば、ガスメーター
管の設置を、前記縦穴を有効に利用して、省スペース化
を叶えた状態での配管設置が可能となる。
Further, the fluid supply pipe, the fluid suction pipe, and the second pipe are gas pipes for gas distribution,
As long as the gas meter pipe is connected and started between the fluid suction pipe and the second pipe, the installation of the gas meter pipe is effectively used by the vertical hole, and the space saving is achieved. Can be installed.

【0017】前記流体供給管、及び、前記流体引込管、
及び、前記第二配管が、上水流通用の水道管で、前記流
体引込管と前記第二配管との間に水道メーターを連通接
続するものであれば、前記縦穴を、そのまま水道メータ
ー設置用のスペースとして利用することが可能となり、
省スペース化を叶えた状態での配管設置が可能となる。
The fluid supply pipe, and the fluid suction pipe,
And, if the second pipe is a water pipe for tap water distribution and connects a water meter between the fluid suction pipe and the second pipe, the vertical hole is directly used as a space for installing a water meter. It is possible to use as
Piping can be installed while saving space.

【0018】更には、前記ケーブル保護管、及び、前記
ケーブル引込管、及び、前記第二配管が、電気ケーブル
を内装して保護する電気ケーブル保護管で、前記ケーブ
ル引込管と前記第二配管との間に電気メーターを連通接
続して立ち上げるものであれば、電気メーター管の設置
を、前記縦穴を有効に利用して、省スペース化を叶えた
状態での配管設置が可能となる。
Further, the cable protection tube, the cable lead-in tube, and the second pipe are an electric cable protection pipe for housing and protecting an electric cable, wherein the cable lead-in pipe and the second pipe are connected to each other. If the electric meter is connected and started up, the installation of the electric meter pipe can be effectively used for the vertical hole, and the pipe can be installed in a space-saving state.

【0019】前記ケーブル保護管、及び、前記ケーブル
引込管、及び、前記第二配管が、通信ケーブルを内装し
て保護する通信ケーブル保護管であれば、通信ケーブル
の建屋への引込も、省スペース化を叶えた状態での簡便
な方法で実施することが可能となる。
If the cable protection tube, the cable lead-in tube, and the second pipe are communication cable protection tubes that house and protect a communication cable, the communication cable can be drawn into the building in a small space. It can be carried out by a simple method in a state where the realization has been achieved.

【0020】[0020]

【発明の効果】従って、本発明の配管の設置方法によれ
ば、狭い敷地への接続配管の設置をも実現できるように
なると共に、作業の手戻りや、無駄な施工を無くし、施
工効率よく設置作業を実施することができるようにな
り、工期短縮・施工コスト低減をかねることが可能とな
る。
Therefore, according to the piping installation method of the present invention, it is possible to realize the installation of the connection piping in a narrow site, and it is also possible to improve the efficiency of the installation by eliminating the work rework and useless construction. The installation work can be performed, and the construction period can be shortened and the construction cost can be reduced.

【0021】[0021]

【実施例】以下に本発明の実施例を図面に基づいて説明
する。
Embodiments of the present invention will be described below with reference to the drawings.

【0022】ここに説明する実施例は、図1・図2に示
すように、地中に埋設された幹線となる第一配管Aの一
例である流体供給管1(以後、単にガス本管という)
と、建屋2に備えた第二配管C(以後、単に屋内ガス配
管という)とを、連通接続する為の接続配管Bの一例で
ある流体引込管3(以後、単にガス引込管という)を設
置するものであって、前記ガス本管1と流体引込管3と
第二配管Cとを連通接続することによって、前記ガス本
管1内の流体R(ガス)を建屋2に引き込むことが可能
となる。ガス管の設置方法の概要は、前記ガス本管1の
上部から発進用立坑4を掘削し、その発進用立坑4に設
置した推進装置5によって、推進体6を前記建屋2側へ
地中推進させ、前記建屋2の敷地に到達した推進体6に
前記ガス引込管3の一端部を接続してそのまま地中に引
き込み、引込終端となるガス引込管3の他端部にガスメ
ーター管7を接続して、その後、前記ガスメーター管7
に建屋2内の屋内ガス配管Cを接続すると共に、ガス引
込管3の一端部を、ガス本管1に接続し、ガス本管1か
ら建屋2へのガス供給路を形成するものである。
In the embodiment described here, as shown in FIGS. 1 and 2, a fluid supply pipe 1 (hereinafter simply referred to as a gas main pipe) which is an example of a first pipe A which is a trunk line buried underground is used. )
And a second pipe C (hereinafter simply referred to as an indoor gas pipe) provided in the building 2 and a fluid suction pipe 3 (hereinafter simply referred to as a gas suction pipe) which is an example of a connection pipe B for communicating and connecting the pipes. The fluid R (gas) in the gas main pipe 1 can be drawn into the building 2 by connecting and connecting the gas main pipe 1, the fluid suction pipe 3 and the second pipe C. Become. The outline of the installation method of the gas pipe is as follows: a starting shaft 4 is excavated from the upper part of the gas main pipe 1, and a propulsion body 6 is propelled underground to the building 2 side by a propulsion device 5 installed in the starting shaft 4. Then, one end of the gas suction pipe 3 is connected to the propulsion body 6 that has reached the site of the building 2 and is drawn into the ground as it is, and a gas meter pipe 7 is connected to the other end of the gas suction pipe 3 which is the end of the suction. Then, the gas meter tube 7
Is connected to the indoor gas pipe C in the building 2 and one end of the gas inlet pipe 3 is connected to the gas main pipe 1 to form a gas supply path from the gas main pipe 1 to the building 2.

【0023】前記ガス引込管3は、可撓性管で形成して
あり、具体的には、ポリエチレンや他の樹脂によって構
成してある。
The gas inlet tube 3 is formed of a flexible tube, and is specifically made of polyethylene or another resin.

【0024】前記推進体6は、球ジョイントJを介して
長手方向に屈曲自在に連設した複数の推進管8と、それ
ら複数の推進管8群の先端部に設けた推進ヘッド9とを
備えて構成してあり、前記推進ヘッド9先端部に形成さ
れた傾斜面9aを所定の方向に向けた状態で前記推進装
置5によって推進体6を地中に押し込むことによって、
前記傾斜面9a方向に推進ヘッド9が誘導され、曲線ル
ートの推進を行うことができる。
The propulsion body 6 includes a plurality of propulsion pipes 8 connected to each other via a ball joint J so as to be freely bent in the longitudinal direction, and a propulsion head 9 provided at a distal end of the plurality of propulsion pipes 8. By pushing the propulsion body 6 into the ground by the propulsion device 5 with the inclined surface 9a formed at the tip of the propulsion head 9 facing a predetermined direction,
The propulsion head 9 is guided in the direction of the inclined surface 9a, and the propulsion of the curved route can be performed.

【0025】また、前記建屋2の敷地内には、予め、地
上到達部10が設定してある。
In the site of the building 2, a ground reaching unit 10 is set in advance.

【0026】次に、前記ガス供給管1の具体的な設置方
法について説明する。
Next, a specific method of installing the gas supply pipe 1 will be described.

【0027】[第一実施例]第一実施例の管設置方法
は、図3(イ)に示すように、推進体6を、前記発進用
立坑4から建屋2へ横方向に地中推進させ、途中で、前
記地上到達部10に向けて上方へ曲線推進(前記傾斜面
9aを下向きにセットして推進することで上方へ推進方
向が曲る)させ、前記地上到達部10に到達させる。次
に、図3(ロ)に示すように、前記推進体6の先端部
に、前記ガス引込管3を連結して、前記推進体6を推進
方向とは逆方向に引き抜きながら前記ガス引込管3を地
中に引き込む。その後、図3(ハ)・図3(ニ)に示す
ように、前記地上到達部10に、縦穴11を掘り、その
縦穴11でガスメーター管7を前記ガス引込管3に接続
して立ち上げる。
[First Embodiment] In the pipe installation method of the first embodiment, as shown in FIG. 3A, a propulsion body 6 is laterally underground propelled from the starting shaft 4 to the building 2. On the way, the vehicle is propelled upward toward the ground reaching portion 10 (the propulsion direction is turned upward by setting the inclined surface 9a downward and propelling) to reach the ground reaching portion 10. Next, as shown in FIG. 3 (b), the gas suction pipe 3 is connected to the tip of the propulsion body 6, and the gas suction pipe 3 is pulled out while the propulsion body 6 is pulled out in the direction opposite to the propulsion direction. Pull 3 underground. After that, as shown in FIGS. 3 (c) and 3 (d), a vertical hole 11 is dug in the above-mentioned reaching portion 10, and the gas meter pipe 7 is connected to the gas inlet pipe 3 at the vertical hole 11 to start up.

【0028】第一実施例の管設置方法によれば、地上到
達部10に掘る前記縦穴11は、推進体6の到達位置を
確認した状態で、その位置に合わせて後から掘ることに
なるので、予め到達用立坑を設けておく方法に比べて、
余分に広い縦穴11を掘ったり縦穴を掘り直して推進体
6の位置ずれ誤差を吸収する必要がなくなり、作業の手
戻りを無くし、短時間に効率よく管設置を実施すること
が可能となる。その結果、多少、推進精度が低かったに
しても、それを補うための余分な施工をせずに、且つ、
スピーディーに作業を進めることが可能となって、施工
コストの低減を図ることができるようになる。
According to the pipe installation method of the first embodiment, the vertical hole 11 dug in the ground reaching portion 10 is dug later in accordance with the position of the propulsion body 6 in a state where the position has been confirmed. , Compared to the method of setting up a shaft for arrival in advance,
There is no need to dig an extra wide vertical hole 11 or to dig a vertical hole again to absorb the displacement error of the propulsion body 6, eliminating the need for rework and making it possible to efficiently install pipes in a short time. As a result, even if the propulsion accuracy was somewhat low, without extra construction to compensate for it, and
The work can be speedily performed, and the construction cost can be reduced.

【0029】[第二実施例]第二実施例の管設置方法
は、図4(イ)に示すように、推進体6を、発進用立坑
4から建屋2へ横方向に地中推進させ、途中で、前記地
上到達部10に向けて上方へ曲線推進させ、前記地上到
達部10に到達させる。次に、図4(ロ)に示すよう
に、前記地上到達部10に縦穴11を掘ると共に、前記
推進体6の先端部に、前記ガス引込管3を連結して、前
記推進体6を推進方向とは逆方向に引き抜きながらガス
引込管3を地中に引き込む。その後、図4(ハ)・図4
(ニ)に示すように、前記縦穴11でガスメーター管7
をガス引込管3に接続して立ち上げる。
[Second Embodiment] In the pipe installation method of the second embodiment, as shown in FIG. 4A, the propulsion body 6 is laterally underground propelled from the starting shaft 4 to the building 2, On the way, the vehicle is curved and propelled upward toward the ground reaching portion 10 to reach the ground reaching portion 10. Next, as shown in FIG. 4 (b), a vertical hole 11 is dug in the ground reaching part 10, and the gas suction pipe 3 is connected to the tip of the propulsion body 6, so that the propulsion body 6 is propelled. The gas suction pipe 3 is drawn into the ground while being drawn in a direction opposite to the direction. Then, FIG. 4 (c) and FIG.
(D) As shown in FIG.
Is connected to the gas suction pipe 3 to start up.

【0030】第二実施例の管設置方法によれば、第一実
施例による作用効果に加えて、図に示すように、縦穴1
1を掘ってから、ガス引込管3を地中に引き込み、その
縦穴11内でガス引込管3を切断してガスメーター管7
を接続するから、使用するガス引込管3の長さを、必要
最小限度にすることが可能となり、第一実施例の管設置
方法による場合に比べて、縦穴11の深さに概ね匹敵す
る長さ分の前記ガス引込管3を節約してコストダウン化
を図ることが可能となる。
According to the pipe installation method of the second embodiment, in addition to the functions and effects of the first embodiment, as shown in FIG.
After digging, the gas inlet pipe 3 is pulled into the ground, and the gas inlet pipe 3 is cut in the vertical hole 11 to cut the gas meter pipe 7.
Is connected, the length of the gas suction pipe 3 to be used can be reduced to a necessary minimum, and the length which is almost equal to the depth of the vertical hole 11 can be compared with the case of the pipe installation method of the first embodiment. It is possible to reduce the cost by reducing the amount of the gas suction pipe 3.

【0031】[第三実施例]第三実施例の管設置方法
は、図5(イ)に示すように、推進体6を、前記発進用
立坑4から建屋2へ横方向に地中推進させ、途中で、前
記地上到達部10に向けて上方へ曲線推進させ、前記推
進体6の先端部が、前記地上到達部10の下方(推進体
6の外径10倍程度の深さ)に達した後(確認は、推進
体6直上の地表面が膨らむことで行う)、図5(ロ)に
示すように、前記地上到達部10に縦穴11を掘り、前
記縦穴11内に露出した前記推進体6の先端部に、前記
ガス引込管3を連結し、前記推進体6を推進方向とは逆
方向に引き抜きながら前記ガス引込管3を地中に引き込
む(図5(ハ)参照)。その後、図5(ニ)に示すよう
に、前記縦穴11でガスメーター管7を前記ガス引込管
3に接続して立ち上げる。
[Third Embodiment] In the pipe installation method of the third embodiment, as shown in FIG. 5 (a), a propulsion body 6 is laterally underground propelled from the starting shaft 4 to the building 2 as shown in FIG. On the way, the vehicle is propelled upward toward the ground reaching portion 10 so that the tip of the propulsion body 6 reaches below the ground reaching portion 10 (a depth about 10 times the outer diameter of the propulsion body 6). After that, the confirmation is performed by swelling the ground surface immediately above the propulsion body 6, as shown in FIG. 5B, a vertical hole 11 is dug in the ground reaching portion 10, and the propulsion exposed in the vertical hole 11 is formed. The gas suction pipe 3 is connected to the tip of the body 6, and the gas suction pipe 3 is drawn into the ground while pulling out the propulsion body 6 in the direction opposite to the propulsion direction (see FIG. 5C). Thereafter, as shown in FIG. 5D, the gas meter pipe 7 is connected to the gas suction pipe 3 through the vertical hole 11 and is started up.

【0032】第三実施例の管設置方法によれば、第一・
第二実施例による作用効果に加えて、推進体6の推進距
離を、前記両実施例の方法で実施する場合に比べて、縦
穴11の深さに概ね匹敵する距離分、短くすることが可
能となる他、縦穴11内に露出した推進体6の傾斜姿勢
より、前記推進体6の先端部に接続したガス引込管3の
傾斜姿勢の方が急勾配になるようにガス引込管3を撓ま
すことができるので、前記縦穴11の(推進方向に沿っ
た方向の)掘削幅を、より少なくすることができるよう
になる。
According to the pipe installation method of the third embodiment, the first
In addition to the operation and effect of the second embodiment, the propulsion distance of the propulsion body 6 can be shortened by a distance substantially equivalent to the depth of the vertical hole 11 as compared with the case where the method is performed by the methods of the above two embodiments. In addition, the gas intake pipe 3 connected to the distal end of the propulsion body 6 is bent so that the inclination attitude of the gas intake pipe 3 is steeper than the inclination attitude of the propulsion body 6 exposed in the vertical hole 11. As a result, the excavation width (in the direction along the propulsion direction) of the vertical hole 11 can be further reduced.

【0033】[別実施例]以下に、別実施例を説明す
る。
[Another embodiment] Another embodiment will be described below.

【0034】〈1〉 前記流体供給管1は、先の実施例
で説明したガス供給用のものに限るものではなく、例え
ば、水道供給用の水道管や、燃料供給管や、下水道管等
であってもよく、それらを総称して流体供給管という。
<1> The fluid supply pipe 1 is not limited to the gas supply pipe described in the above embodiment. For example, the fluid supply pipe 1 may be a water supply pipe, a fuel supply pipe, a sewer pipe, or the like. They may be collectively referred to as a fluid supply pipe.

【0035】〈2〉 従って、流体供給管1内の流体R
も、ガスの他に、水や燃料(気体や液体の状態)や下水
であってもよく、それらを総称して流体という。
<2> Therefore, the fluid R in the fluid supply pipe 1
In addition to gas, water, fuel (a gas or liquid state) or sewage may be used, and these are collectively referred to as fluid.

【0036】〈3〉 また、前記流体供給管1に連通接
続される流体引込管3は、ガス引込管に限らず、水や燃
料(気体や液体の状態)や下水を流通させるものであっ
てもよく、それらを総称して流体引込管という。前記流
体供給管1及び前記流体引込管3及び前記第二配管C
が、上水流通用の水道管である場合の、配管の設置状況
を図6に示す。図に示すように、先の実施例で説明した
ガスメーター管7に替えて、水道メーター12を、縦穴
11に埋設してある。
<3> The fluid suction pipe 3 connected to the fluid supply pipe 1 is not limited to a gas suction pipe, and is used for flowing water, fuel (in a gas or liquid state), or sewage. These are collectively referred to as fluid inlet pipes. The fluid supply pipe 1, the fluid suction pipe 3, and the second pipe C
FIG. 6 shows a state of installation of pipes in the case where is a water pipe for water distribution. As shown in the figure, a water meter 12 is buried in a vertical hole 11 in place of the gas meter pipe 7 described in the previous embodiment.

【0037】〈4〉 前記第一配管Aは、先の実施例ま
たは上の別実施例で説明した流体供給管1に限るもので
はなく、例えば、図7に示すように、電線や通信ケーブ
ル等のケーブルSを内装させて保護するケーブル保護管
13であってもよく、それらを総称して第一配管とい
う。
<4> The first pipe A is not limited to the fluid supply pipe 1 described in the above embodiment or another embodiment. For example, as shown in FIG. May be a cable protection tube 13 that protects the inside of the cable S, and these are collectively referred to as a first pipe.

【0038】〈5〉 前記前記接続配管Bは、先の実施
例または上の別実施例で説明した流体引込管3に限るも
のではなく、例えば、図7に示すように、前記ケーブル
保護管13の内装ケーブルS1と連通接続された引込ケ
ーブルS2を内装自在なケーブル引込管14であっても
よく、それらを総称して接続配管Bという。この場合、
ケーブル引込管14には、可撓性を有するコルゲートパ
イプ(例えば塩化ビニル製)を用いることも可能であ
る。また、前記ケーブルS1,S2が電気ケーブル15
である場合には、図に示すように、先の実施例のガスメ
ーター管7に替えて、電気メータ16を、縦穴11内
で、ケーブル引込管14と第二配管Cとの間に接続して
立ち上げることが好ましい。
<5> The connection pipe B is not limited to the fluid suction pipe 3 described in the previous embodiment or another embodiment. For example, as shown in FIG. The inside cable S1 connected to the inside cable S1 may be a cable inside pipe 14 which can be freely housed, and these are collectively referred to as connection pipe B. in this case,
A flexible corrugated pipe (for example, made of vinyl chloride) may be used for the cable inlet pipe 14. The cables S1 and S2 are the electric cables 15
In the case of, as shown in the figure, an electric meter 16 is connected between the cable inlet pipe 14 and the second pipe C in the vertical hole 11 instead of the gas meter pipe 7 of the previous embodiment. It is preferable to start up.

【0039】〈6〉 推進体6の推進方法は、先の実施
例で説明したように、予め、発進用立坑4を設けておい
て、その発進用立坑に推進装置5を設置して実施するも
のに限定されるものではなく、例えば、図8に示すよう
に、ガス本管1の後方地表面に推進装置5を設置して、
その位置から前記ガス本管1の近傍を推進体6が通過す
るように推進させ、ガス引込管3の引込後に、前記ガス
本管1とガス引込管3の交差部分に、両者を接続するた
めの立坑Pを掘って接続作業を実施する方法によれば、
長期間にわたって立坑の維持管理をせずに工事を実施す
ることが可能となる。
<6> As described in the previous embodiment, the propulsion method of the propulsion body 6 is performed by providing the starting shaft 4 in advance and installing the propulsion device 5 in the starting shaft. The propulsion device 5 is not limited to the above, and for example, as shown in FIG.
From this position, the propulsion body 6 is propelled so as to pass near the gas main pipe 1, and after the gas suction pipe 3 is retracted, the two are connected to the intersection of the gas main pipe 1 and the gas suction pipe 3. According to the method of digging the shaft P of the
It is possible to carry out the construction without maintaining the shaft for a long period of time.

【0040】尚、特許請求の範囲の項に、図面との対照
を便利にするために符号を記すが、該記入により本発明
は添付図面の構成に限定されるものではない。
In the claims, reference numerals are provided for convenience of comparison with the drawings, but the present invention is not limited to the configuration shown in the attached drawings.

【図面の簡単な説明】[Brief description of the drawings]

【図1】ガス引込管の設置状況を示す説明図FIG. 1 is an explanatory view showing the installation status of a gas suction pipe.

【図2】ガス引込管の設置状況を示す説明図FIG. 2 is an explanatory view showing the installation status of a gas suction pipe.

【図3】第一実施例のガス引込管の設置状況を示す説明
FIG. 3 is an explanatory view showing an installation state of a gas suction pipe according to the first embodiment.

【図4】第二実施例のガス引込管の設置状況を示す説明
FIG. 4 is an explanatory view showing an installation state of a gas suction pipe according to a second embodiment.

【図5】第三実施例のガス引込管の設置状況を示す説明
FIG. 5 is an explanatory view showing an installation state of a gas suction pipe according to a third embodiment.

【図6】別実施例の水道管の設置状況を示す説明図FIG. 6 is an explanatory view showing the installation status of a water pipe according to another embodiment.

【図7】別実施例のケーブル引込管の設置状況を示す説
明図
FIG. 7 is an explanatory view showing an installation state of a cable service pipe according to another embodiment.

【図8】別実施例の配管の設置状況を示す説明図FIG. 8 is an explanatory view showing the installation status of a pipe according to another embodiment.

【符号の説明】[Explanation of symbols]

1 流体供給管 2 建屋 3 流体引込管 6 推進体 7 ガスメーター管 10 地上到達部 11 縦穴 12 水道メーター 13 ケーブル保護管 14 ケーブル引込管 15 電気ケーブル 16 電気メーター A 第一配管 B 接続配管 C 第二配管 R 流体 S1 内装ケーブル S2 引込ケーブル DESCRIPTION OF SYMBOLS 1 Fluid supply pipe 2 Building 3 Fluid pull-in pipe 6 Propulsion body 7 Gas meter pipe 10 Reaching to ground 11 Vertical hole 12 Water meter 13 Cable protection pipe 14 Cable drop-in pipe 15 Electric cable 16 Electric meter A First pipe B Connection pipe C Second pipe R fluid S1 Internal cable S2 Drop-in cable

───────────────────────────────────────────────────── フロントページの続き (72)発明者 大島 高 兵庫県尼崎市浜1丁目1番1号 株式会 社クボタ 技術開発研究所内 (72)発明者 服部 正也 兵庫県尼崎市浜1丁目1番1号 株式会 社クボタ 技術開発研究所内 (72)発明者 辻本 和則 兵庫県尼崎市浜1丁目1番1号 株式会 社クボタ 技術開発研究所内 (72)発明者 十川 孝志 兵庫県尼崎市浜1丁目1番1号 株式会 社クボタ 技術開発研究所内 (56)参考文献 特開 平4−5395(JP,A) 実開 平2−144097(JP,U) (58)調査した分野(Int.Cl.7,DB名) F16L 1/024 E03B 7/00 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Takashi Oshima 1-1-1, Hama, Amagasaki-shi, Hyogo Prefecture Inside of Kubota Technology Development Laboratory Co., Ltd. (72) Inventor Masaya Hattori 1-1-1, Hama, Amagasaki-shi, Hyogo Prefecture Inside the Kubota Technology Development Laboratory Co., Ltd. (72) Kazunori Tsujimoto 1-1-1, Hama, Amagasaki-shi, Hyogo Prefecture Inside the Kubota Technology Development Laboratory Co., Ltd. (72) Takashi Togawa 1-1-1, Hama, Amagasaki-shi, Hyogo Prefecture (56) References JP-A-4-5395 (JP, A) JP-A-2-144097 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) ) F16L 1/024 E03B 7/00

Claims (10)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地中に埋設された幹線となる流体供給管
(1)と、建屋(2)に備えた第二配管(C)とを、連
通接続して前記流体供給管(1)内の流体(R)を建屋
(2)に引き込む為の流体引込管(3)を設置する配管
の設置方法であって、 曲線推進自在な長尺の推進体(6)を、前記流体供給管
(1)側から前記建屋(2)へ横方向に地中推進させ、
途中で、予め前記建屋(2)の敷地内に設定された地上
到達部(10)に向けて上方へ曲線推進させ、前記推進
体(6)の先端部が、前記地上到達部(10)に達した
後、前記推進体(6)の先端部に、前記流体引込管
(3)となる可撓性管を連結して、前記推進体(6)を
推進方向とは逆方向に引き抜きながら前記可撓性管を地
中に引き込んだ後、前記地上到達部(10)に、前記
体引込管(3)と前記第二配管(C)との取付作業用の
縦穴(11)を掘り、その縦穴(11)で前記流体引込
管(3)と前記第二配管(C)とを接続する配管の設置
方法。
1. A fluid supply pipe serving as a trunk buried underground
(1) and the second pipe (C) provided in the building (2) are connected to each other to connect the fluid (R) in the fluid supply pipe (1) to the building.
A pipe installation method of installing a fluid lead-in tube (3) for pulling the (2), propellant curve propulsion freely long (6), the fluid supply tube
(1) from the side to the building (2) laterally underground propulsion,
On the way, the vehicle is curved and propelled upward toward the ground reaching part (10) set in advance on the site of the building (2), and the tip of the propelling body (6) is moved to the ground reaching part (10). after reaching the tip portion of the propellant (6), the fluid lead-in tube
(3) After connecting the flexible pipe and pulling the flexible pipe into the ground while pulling out the propulsion body (6) in the direction opposite to the propulsion direction, the ground reaching section (10) The flow
A vertical hole (11) for mounting work between the body retraction pipe (3) and the second pipe (C) is dug, and the fluid retraction is performed with the vertical hole (11).
A method of installing a pipe for connecting the pipe (3) and the second pipe (C).
【請求項2】 地中に埋設された幹線となる流体供給管
(1)と、建屋(2)に備えた第二配管(C)とを、連
通接続して前記流体供給管(1)内の流体(R)を建屋
(2)に引き込む為の流体引込管(3)を設置する配管
の設置方法であって、 曲線推進自在な長尺の推進体(6)を、前記流体供給管
(1)側から前記建屋(2)へ横方向に地中推進させ、
途中で、予め前記建屋(2)の敷地内に設定された地上
到達部(10)に向けて上方へ曲線推進させ、前記推進
体(6)の先端部が、前記地上到達部(10)に達した
後、前記地上到達部(10)に、前記流体引込管(3)
と前記第二配管(C)との取付作業用の縦穴(11)を
掘ると共に、前記推進体(6)の先端部に、前記流体引
込管(3)となる可撓性管を連結し、前記推進体(6)
を推進方向とは逆方向に引き抜きながら前記可撓性管を
地中に引き込んだ後、前記縦穴(11)で前記流体引込
管(3)と前記第二配管(C)とを接続する配管の設置
方法。
2. A fluid supply pipe to be a trunk line buried underground.
(1) and the second pipe (C) provided in the building (2) are connected to each other to connect the fluid (R) in the fluid supply pipe (1) to the building.
A pipe installation method of installing a fluid lead-in tube (3) for pulling the (2), propellant curve propulsion freely long (6), the fluid supply tube
(1) from the side to the building (2) laterally underground propulsion,
On the way, the vehicle is curved and propelled upward toward the ground reaching part (10) set in advance on the site of the building (2), and the tip of the propelling body (6) is moved to the ground reaching part (10). After reaching, the fluid inlet pipe (3)
Said second pipe with digging vertical hole (11) for mounting work of (C), and the tip portion of the propellant (6), said fluid argument and
Connecting the flexible pipes serving as the pipes (3) ,
After draw the flexible tube in the ground to the propulsion direction while pulling in the opposite direction, the fluid lead-in said vertical hole (11)
A method of installing a pipe for connecting the pipe (3) and the second pipe (C).
【請求項3】 地中に埋設された幹線となる流体供給管
(1)と、建屋(2)に備えた第二配管(C)とを、連
通接続して前記流体供給管(1)内の流体( R)を建屋
(2)に引き込む為の流体引込管(3)を設置する配管
の設置方法であって、 曲線推進自在な長尺の推進体(6)を、前記流体供給管
(1)側から前記建屋(2)へ横方向に地中推進させ、
途中で、予め前記建屋(2)の敷地内に設定された地上
到達部(10)に向けて上方へ曲線推進させ、前記推進
体(6)の先端部が、前記地上到達部(10)の下方に
達した後、前記地上到達部(10)に、前記流体引込管
(3)と前記第二配管(C)との取付作業用の縦穴(1
1)を掘ると共に、前記縦穴(11)内に露出した前記
推進体(6)の先端部に、前記流体引込管(3)となる
可撓性管を連結し、前記推進体(6)を推進方向とは逆
方向に引き抜きながら前記可撓性管を地中に引き込んだ
後、前記縦穴(11)で前記流体引込管(3)と前記第
二配管(C)とを接続する配管の設置方法。
3. A fluid supply pipe serving as a trunk buried underground
(1) and the second pipe (C) provided in the building (2) are connected to each other to connect the fluid ( R) in the fluid supply pipe (1 ) to the building.
A pipe installation method of installing a fluid lead-in tube (3) for pulling the (2), propellant curve propulsion freely long (6), the fluid supply tube
(1) from the side to the building (2) laterally underground propulsion,
On the way, a curve is propelled upward toward a ground reaching part (10) set in advance on the site of the building (2), and a tip end of the propelling body (6) is moved toward the ground reaching part (10). After reaching the lower part, the above-mentioned fluid inlet pipe is
A vertical hole (1) for mounting work between (3) and the second pipe (C).
1) While digging, a flexible pipe serving as the fluid suction pipe (3) is connected to the tip of the propulsion body (6) exposed in the vertical hole (11), and the propulsion body (6) is connected. After pulling the flexible pipe into the ground while pulling it out in the direction opposite to the propulsion direction, installing a pipe connecting the fluid suction pipe (3) and the second pipe (C) at the vertical hole (11). Method.
【請求項4】 地中に埋設された幹線であり内装ケーブ4. An interior cable which is a trunk line buried underground.
ル(S1)を保護するケーブル保護管(13)と、建屋Cable protection tube (13) to protect the cable (S1) and the building
(2)に備えた第二配管(C)とを、連通接続して前記The second pipe (C) provided in (2) is communicated and connected with the second pipe (C).
内装ケーブル(S1)と連通接続される引込ケーブルDrop-in cable connected to the interior cable (S1)
(S2)を内装自在なケーブル引込管(14)を設置す(S2) Install a cable inlet pipe (14) that can be freely installed inside.
る配管の設置方法であって、Pipe installation method, 曲線推進自在な長尺の推進体(6)を、前記ケーブル保A long propulsion body (6) capable of propelling a curve is attached to the cable
護管(13)側から前記建屋(2)へ横方向に地中推進Underground propulsion in the lateral direction from the protection pipe (13) side to the building (2)
させ、途中で、予め前記建屋(2)の敷地内に設定されOn the way, it is set in the site of the building (2) in advance.
た地上到達部(10)に向けて上方へ曲線推進させ、前Curving upward toward the ground reaching point (10)
記推進体(6)の先端部が、前記地上到達部(10)にThe tip of the propelling body (6) is connected to the ground reaching part (10).
達した後、前記推進体(6)の先端部に、前記ケーブルAfter reaching, the cable is attached to the tip of the propulsion body (6).
引込管(14)となる可撓性管を連結して、前記推進体A flexible pipe serving as a retracting pipe (14) is connected to the propelling body.
(6)を推進方向とは逆方向に引き抜きながら前記可撓(6) While pulling out in the direction opposite to the propulsion direction,
性管を地中に引き込んだ後、前記地上到達部(10)After the sex tube is pulled into the ground, the above-mentioned reaching part (10)
に、前記ケーブル引込管(14)と前記第二配管(C)The cable inlet pipe (14) and the second pipe (C)
との取付作業用の縦穴(11)を掘り、その縦穴(1Dig a vertical hole (11) for mounting work with
1)で前記ケーブル引込管(14)と前記第二配管1) the cable inlet pipe (14) and the second pipe
(C)とを接続する配管の設置方法。(C) The installation method of the pipe which connects.
【請求項5】 地中に埋設された幹線であり内装ケーブ5. An interior cable which is a trunk line buried underground.
ル(S1)を保護するケーブル保護管(13)と、建屋Cable protection tube (13) to protect the cable (S1) and the building
(2)に備えた第二配管(C)とを、連通接続して前記The second pipe (C) provided in (2) is communicated and connected with the second pipe (C).
内装ケーブル(S1)と連通接続される引込ケーブルDrop-in cable connected to the interior cable (S1)
(S2)を内装自在なケーブル引込管(14)を設置す(S2) Install a cable inlet pipe (14) that can be freely installed inside.
る配管の設置方法であって、Pipe installation method, 曲線推進自在な長尺の推進体(6)を、前記ケーブル保A long propulsion body (6) capable of propelling a curve is attached to the cable
護管(13)側から前From the protection pipe (13) side 記建屋(2)へ横方向に地中推進Underground promotion to the building (2) laterally
させ、途中で、予め前記建屋(2)の敷地内に設定されOn the way, it is set in the site of the building (2) in advance.
た地上到達部(10)に向けて上方へ曲線推進させ、前Curving upward toward the ground reaching point (10)
記推進体(6)の先端部が、前記地上到達部(10)にThe tip of the propelling body (6) is connected to the ground reaching part (10).
達した後、前記地上到達部(10)に、前記ケーブル引After reaching, the cable pull is connected to the ground reaching section (10).
込管(14)と前記第二配管(C)との取付作業用の縦Vertical for mounting work between the drain pipe (14) and the second pipe (C)
穴(11)を掘ると共に、前記推進体(6)の先端部In addition to digging a hole (11), the tip of the propulsion body (6)
に、前記ケーブル引込管(14)となる可撓性管を連結And a flexible tube serving as the cable lead-in tube (14).
し、前記推進体(6)を推進方向とは逆方向に引き抜きAnd pulls out the propulsion body (6) in the direction opposite to the propulsion direction.
ながら前記可撓性管を地中に引き込んだ後、前記縦穴While pulling the flexible tube into the ground,
(11)で前記ケーブル引込管(14)と前記第二配管(11) the cable inlet pipe (14) and the second pipe
(C)とを接続する配管の設置方法。(C) The installation method of the pipe which connects.
【請求項6】 地中に埋設された幹線であり内装ケーブ6. An interior cable which is a trunk line buried underground.
ル(S1)を保護するケーブル保護管(13)と、建屋Cable protection tube (13) to protect the cable (S1) and the building
(2)に備えた第二配管(C)とを、連通接続して前記The second pipe (C) provided in (2) is communicated and connected with the second pipe (C).
内装ケーブル(S1)と連通接続される引込ケーブルDrop-in cable connected to the interior cable (S1)
(S2)を内装自在なケーブル引込管(14)を設置す(S2) Install a cable inlet pipe (14) that can be freely installed inside.
る配管の設置方法であって、Pipe installation method, 曲線推進自在な長尺の推進体(6)を、前記ケーブル保A long propulsion body (6) capable of propelling a curve is attached to the cable
護管(13)側から前記建屋(2)へ横方向に地中推進Underground propulsion in the lateral direction from the protection pipe (13) side to the building (2)
させ、途中で、予め前記建屋(2)の敷地内に設定されOn the way, it is set in advance on the site of the building (2).
た地上到達部(10)に向けて上方へ曲線推進させ、前Curving upward toward the ground reaching point (10)
記推進体(6)の先端部が、前記地上到達部(10)のThe tip of the propelling body (6) is located on the ground reaching part (10).
下方に達した後、前記地上到達部(10)に、前記ケーAfter reaching down, the above-mentioned cable
ブル引込管(14)と前記第二配管(C)との取付作業Attachment work between the pull-in pipe (14) and the second pipe (C)
用の縦穴(11)を掘ると共に、前記縦穴(11)内にAnd dig a vertical hole (11) for
露出した前記推進体(6)の先端部に、前記ケーブル引At the exposed end of the propulsion body (6),
込管(14)となる可撓性管を連結し、前記推進体Connecting the flexible pipe which is to be the
(6)を推進方向とは逆方向に引き抜きながら前記可撓(6) While pulling out in the direction opposite to the propulsion direction,
性管を地中に引き込んだ後、前記縦穴(11)で前記ケAfter pulling the sex tube into the ground, the vertical hole (11)
ーブル引込管(14)と前記第二配管(C)とを接続すCable connecting pipe (14) and the second pipe (C).
る配管の設置方法。How to install piping.
【請求項7】 前記流体供給管(1)及び前記流体引込
管(3)及び前記第二配管(C)が、ガス流通用のガス
管で、前記流体引込管(3)と前記第二配管(C)との
間にガスメーター管(7)を連通接続して立ち上げる請
求項1〜3の何れか一項に記載の配管の設置方法。
7. The fluid supply pipe (1), the fluid suction pipe (3), and the second pipe (C) are gas pipes for gas flow, and the fluid suction pipe (3) and the second pipe (C). The pipe installation method according to any one of claims 1 to 3 , wherein the gas meter pipe (7) is connected to and connected to the pipe (C) to start up.
【請求項8】 前記流体供給管(1)及び前記流体引込
管(3)及び前記第二配管(C)が、上水流通用の水道
管で、前記流体引込管(3)と前記第二配管(C)との
間に水道メーター(12)を連通接続する請求項1〜3
の何れか一項に記載の配管の設置方法。
8. The fluid supply pipe (1), the fluid suction pipe (3), and the second pipe (C) are water pipes for water distribution, and the fluid suction pipe (3) and the second pipe (C). It claims 1 to 3, communicated with the water meter (12) between C)
The installation method of the piping according to any one of the above.
【請求項9】 前記ケーブル保護管(13)及び前記ケ
ーブル引込管(14)及び前記第二配管(C)が、電気
ケーブル(15)を内装して保護するもので、前記ケー
ブル引込管(14)と前記第二配管(C)との間に電気
メーター(16)を連通接続して立ち上げる請求項4〜
6の何れか一項に記載の配管の設置方法。
9. The cable protection tube (13), the cable lead-in tube (14) and the second pipe (C) for protecting an electric cable (15) by being installed inside the cable lead-in tube (14). ) And the second pipe (C) are connected and connected with an electric meter (16) for starting up .
7. The method for installing a pipe according to any one of items 6 to 6 .
【請求項10】 前記ケーブル保護管(13)及び前記
ケーブル引込管(14)及び前記第二配管(C)が、通
信ケーブルを内装して保護するものである請求項4〜6
の何れか一項に記載の配管の設置方法。
Wherein said cable protection tube (13) and the cable lead-in tube (14) and said second pipe (C) is, according to claim 4-6 is intended to protect by interior communication cable
The installation method of the piping according to any one of the above.
JP12722294A 1994-06-09 1994-06-09 Piping installation method Expired - Fee Related JP3315813B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12722294A JP3315813B2 (en) 1994-06-09 1994-06-09 Piping installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12722294A JP3315813B2 (en) 1994-06-09 1994-06-09 Piping installation method

Publications (2)

Publication Number Publication Date
JPH07332543A JPH07332543A (en) 1995-12-22
JP3315813B2 true JP3315813B2 (en) 2002-08-19

Family

ID=14954754

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12722294A Expired - Fee Related JP3315813B2 (en) 1994-06-09 1994-06-09 Piping installation method

Country Status (1)

Country Link
JP (1) JP3315813B2 (en)

Also Published As

Publication number Publication date
JPH07332543A (en) 1995-12-22

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