JPH0379885A - Duct replacing method - Google Patents

Duct replacing method

Info

Publication number
JPH0379885A
JPH0379885A JP1215422A JP21542289A JPH0379885A JP H0379885 A JPH0379885 A JP H0379885A JP 1215422 A JP1215422 A JP 1215422A JP 21542289 A JP21542289 A JP 21542289A JP H0379885 A JPH0379885 A JP H0379885A
Authority
JP
Japan
Prior art keywords
duct
new
existing
lead wire
conduit
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.)
Pending
Application number
JP1215422A
Other languages
Japanese (ja)
Inventor
Hidekazu Uchida
内田 英一
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.)
SWCC Corp
Original Assignee
Showa Electric Wire and Cable Co
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 Showa Electric Wire and Cable Co filed Critical Showa Electric Wire and Cable Co
Priority to JP1215422A priority Critical patent/JPH0379885A/en
Publication of JPH0379885A publication Critical patent/JPH0379885A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To perform the replacement of a duct easily at a low cast by fixing the tip of a lead wire, inserted into an existing duct from the start shaft side, on the arrival shaft side, disposing a new duct larger in the duct diameter than an existing duct at the periphery of the existing duct on the start shaft side, pulling the lead wire from the start shaft side, and by this reaction, pushing the new duct forward underground through a contact member. CONSTITUTION:A lead wire 5 such as a piano wire is inserted from the start shaft 1 side to the arrival shaft 2 side in an existing duct 3, and its tip is fixed at the lid member 6 on the arrival shaft 2 side. A new duct 4 to be newly laid is then disposed on the start shaft 1 side, concentrically with the existing duct 3, and the end part of the new duct 4 is closed by a contact member 8. The duct diameter of the new duct 4 is to be larger than that of the existing duct 3. A pressing member 9 is further disposed at the contact member 8, and when the lead wire 5 is pulled in the direction of an arrow A, by this reaction, the new duct 4 is pressed in the direction of an arrow B by the contact member 8 through the pressing member 9, thus moving the new duct 4 forward. The new duct can be thus laid without drilling underground open.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、管路引換工法に関し、特に、既設管路の地中
部分の開削を行なうことなく既設管路と新設管路の引換
を行ない得る管路引換工法に関する。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to a pipe replacement method, in particular, a method for replacing an existing pipe with a new pipe without excavating the underground portion of the existing pipe. Regarding the pipeline replacement method.

(従来の技術) 既設管路の使用不能や容量不足等により新設管路への引
き換えが必要となった場合、従来の管路引換工法では、
埋設された既設管路の地中部分を全長に亘って掘り起こ
す開削による工法が殆どであり、地中部分を開削しない
推進工法は殆ど用いられていなかった。
(Conventional technology) When it becomes necessary to replace an existing pipeline with a new one due to unusability or lack of capacity, the conventional pipeline replacement method
Most of the construction methods involve excavation of the entire length of the underground part of the existing buried pipeline, and the propulsion method, which does not involve excavating the underground part, has hardly been used.

(発明が解決しようとする課題) 従来の管路引換工法は、上記のように主として開削によ
って既設管路と新設管路の引き換えを行なうようにして
いるため、引き換え作業に多大な時間と労力を要し、管
路の引換コストが高くなる等の解決すべき課題があった
(Problems to be Solved by the Invention) In the conventional pipe replacement method, as mentioned above, the existing pipe and the new pipe are mainly replaced by excavation, which requires a great deal of time and effort for the replacement work. In short, there were issues that needed to be resolved, such as an increase in the cost of replacing the pipeline.

本発明は上記のような課題を解決するためになされたも
ので、開削によることなく、既設管路と新設管路の引き
換えを低コストでかつ容易に行なうことができる管路引
換工法を提供することを目的とする。
The present invention was made in order to solve the above-mentioned problems, and provides a pipe replacement method that can easily replace an existing pipe with a new pipe at low cost without using excavation. The purpose is to

(課題を解決するための手段) 本発明の管路引換工法は、既設管路内にリード線を発進
抗側より到達抗側まで差し込み、該リード線の先端部を
到達抗側に固定し、一方、前記発進抗側の既設管路の外
周に同心的に既設管路よりも管径の大きな新設管路を配
置し、この新設管路の端部を塞ぐように当て部材を固定
し、前記リード線を発進側から牽引して、その反力によ
り前記当て部材を介して前記新設管路に押圧力を加え、
該新設管路を地中で推進させて既設管路と新設管路の引
き換えを行なうようにしたものである。
(Means for Solving the Problems) The pipeline replacement method of the present invention involves inserting a lead wire into the existing pipeline from the starting drag side to the reaching drag side, fixing the tip of the lead wire to the reaching drag side, On the other hand, a new conduit having a diameter larger than that of the existing conduit is placed concentrically around the outer circumference of the existing conduit on the starting gate side, and a stopper member is fixed so as to close the end of this new conduit. pulling the lead wire from the starting side and applying a pressing force to the newly installed conduit through the abutment member using the reaction force;
The new pipeline is moved underground to replace the existing pipeline with the new pipeline.

(作用) 本発明の管路引換工法は、既設管路に挿通し、到達抗側
にその一端を固定したリード線を発進側で牽引すると、
その牽引時の反力により当て部材を介して新設管路の端
部を押圧する。これにより新設管路が地中を推進し、既
設管路の外周に径(容量)の大きな新設管路が布設され
る。その後、既設管路は発進抗側若しくは到達抗側から
引き抜いて除去することにより、地中に埋設した既設管
路を開削することなく、新設管路と引き換えることがで
きる。
(Function) In the pipe replacement method of the present invention, when a lead wire is inserted into the existing pipe and one end of which is fixed on the reaching side is pulled on the starting side,
The reaction force generated during the pulling presses the end of the newly installed pipeline via the abutment member. As a result, the new pipeline will be propelled underground, and a new pipeline with a larger diameter (capacity) will be laid around the outer periphery of the existing pipeline. Thereafter, by pulling out and removing the existing pipeline from the starting shaft or the arrival shaft, it can be replaced with a new pipeline without excavating the existing pipeline buried underground.

(実施例) 以下、本発明に係る管路引換工法の一実施例を図を参照
して説明する。
(Example) Hereinafter, an example of the pipe replacement method according to the present invention will be described with reference to the drawings.

第1図及び第2図は本発明の管路引換工法を説明するた
めの概略図である。
FIGS. 1 and 2 are schematic diagrams for explaining the pipe replacement method of the present invention.

これらの図において、lは地中に開削した発進抗、2は
この発進抗lに対して一定の距離を隔てて開削した到達
坑である。この発進抗1と到達坑2間に既設管路3が埋
設されている。そして、この既設管路3が使用不能にな
ったり、容量不足等となり新設管路に引き換える必要が
生じた場合、地中10に埋設された既設管路3の周囲を
全長に亘って開削することなく、次のようにして新設管
路4と交換する。
In these figures, l is a starting shaft excavated underground, and 2 is a reaching shaft excavated at a certain distance from the starting shaft l. An existing pipeline 3 is buried between the starting shaft 1 and the reaching shaft 2. If the existing pipeline 3 becomes unusable or needs to be replaced with a new pipeline due to lack of capacity, etc., excavation is carried out around the entire length of the existing pipeline 3 buried underground 10. Instead, replace it with the newly installed conduit 4 as follows.

即ち、先ず、既設管路3内にパイロットとしてのリード
線5を発進抗1側から到達坑2側まで差し込む。このリ
ード線5としては、例えばピアノ線を使用する。また、
既設管路3内に内容物があるときには、水平ポーリング
の要領で予め、例えば50mmφ程度の小径の管路な発
進抗1側から到達坑2側まで挿入し、この小径の管路内
にリード線5を差し込むようにする。
That is, first, the lead wire 5 as a pilot is inserted into the existing pipe line 3 from the starting shaft 1 side to the arrival shaft 2 side. As this lead wire 5, for example, a piano wire is used. Also,
If there is content in the existing pipe 3, insert a small diameter pipe, for example, about 50 mmφ, from the starting shaft 1 side to the arrival shaft 2 side in advance using horizontal poling, and insert a lead wire into this small diameter pipe. Make sure to insert 5.

次いで、既設管路3の到達坑2側の端部を閉塞するよう
に配置した蓋部材6に対して、到達坑2側に導出したリ
ード線5の先端部を固定する。あるいは第2図に示すよ
うに、到達坑2の側壁に対してアースアンカニアを打ち
込み、このアースアンカー7にリード線5の先端部を固
定する。
Next, the tip end of the lead wire 5 led out to the reaching hole 2 side is fixed to a lid member 6 arranged so as to close the end of the existing pipe line 3 on the reaching hole 2 side. Alternatively, as shown in FIG. 2, an earth anchor is driven into the side wall of the reaching shaft 2, and the tip of the lead wire 5 is fixed to this earth anchor 7.

次に、発進抗1側に、新たに布設するための新設管路4
を既設管路3と中心軸線を合わせて同心的に配置し、こ
の新設管路4の端部を当て部材8にて閉塞する。なお、
新設管路4の管径は、既設管路3の管径よりも相対的に
大きいものを使用する。
Next, a new conduit 4 to be laid on the starting gate 1 side.
is arranged concentrically with the existing conduit 3 so that its central axis is aligned, and the end of the new conduit 4 is closed with a stopper member 8. In addition,
The pipe diameter of the new pipe line 4 is relatively larger than the pipe diameter of the existing pipe line 3.

次いで、前記発進抗1側の当て部材8の外周に当接する
ように押圧部材9を配置し、リード線5を矢印六方向に
牽引する。例えば油圧式ワイヤ巻取装置等(図示せず)
を発進抗1側に設置し、この油圧式ワイヤ巻取装置等で
リード線5を巻取ることにより、当該リード線5の引張
力に対する反力を抑圧部材9を介して当て部材8に伝達
する。
Next, a pressing member 9 is arranged so as to come into contact with the outer periphery of the abutting member 8 on the side of the starting resist 1, and the lead wire 5 is pulled in the six directions of the arrows. For example, a hydraulic wire winding device (not shown)
is installed on the starting resistor 1 side, and by winding up the lead wire 5 with this hydraulic wire winding device or the like, the reaction force against the tensile force of the lead wire 5 is transmitted to the abutting member 8 via the suppressing member 9. .

従って、この当て部材8により新設管路4が矢印B方向
に押圧され、当該新設管路4が前方(矢印B方向)に推
進する。なお、リード線5の牽引あるいはワイヤ巻取装
置による巻取りで得られた反力のみでは、掘進能力が不
足する場合には、推進補助装置として発進抗1側に油圧
式ジヤツキ等を設置し、当て部材8を介して新設管路4
を推進させる。既設管路3の管路長が100〜150m
、新設管路4の長さ寸法が2mの場合には、多数の新設
管路4を上記したと同様に推進させる。
Therefore, the newly installed conduit 4 is pressed in the direction of arrow B by this contact member 8, and the newly installed conduit 4 is propelled forward (in the direction of arrow B). In addition, if the reaction force obtained by pulling the lead wire 5 or winding it with the wire winding device is insufficient for digging ability, a hydraulic jack or the like is installed on the starting shaft 1 side as a propulsion auxiliary device. Newly installed conduit 4 via abutting member 8
promote. The length of the existing pipeline 3 is 100 to 150 m.
When the length of the newly installed pipeline 4 is 2 m, a large number of newly installed pipelines 4 are promoted in the same manner as described above.

その後、最初に推進させた新設管路4が到達坑2側まで
到達したところで、既設管路3を発進抗1側、あるいは
到達坑2側から除去して管路引換を終了する。
Thereafter, when the newly constructed pipeline 4 that was first propelled reaches the arrival shaft 2 side, the existing pipeline 3 is removed from the starting shaft 1 side or the arrival shaft 2 side, and the pipeline replacement is completed.

(発明の効果) 以上説明したように、本発明の管路引換工法は、リード
線の牽引あるいは巻取りによる引張力に対応する反力を
利用して新設管路を地中で推進させるようにしたので、
既設管路の埋設されている地中を開削せずに、新設管路
を引き換えることができる。従って、新設管路の引換工
期を著しく短縮することができ、管路引換コストを低減
し得る。また、既設管路の中心軸線上にリード線を配し
、かつ新設管路を既設管路に対して同軸的に推進させる
ことにより掘削精度を著しく向上させることができるな
どの優れた効果がある。
(Effects of the Invention) As explained above, the pipeline replacement method of the present invention is capable of propelling a newly constructed pipeline underground using the reaction force corresponding to the tensile force caused by pulling or winding the lead wire. So,
New pipes can be replaced without excavating the underground where the existing pipes are buried. Therefore, the period for replacing the newly installed pipeline can be significantly shortened, and the cost for replacing the pipeline can be reduced. Additionally, by arranging the lead wire on the central axis of the existing pipeline and propelling the new pipeline coaxially with the existing pipeline, excavation accuracy can be significantly improved. .

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

第1図及び第2図は本発明の管路引換工法をそれぞれ説
明するための概略説明図である。 1−一−−−−−−−−−−発進抗、 2−−−−−−−一−−−−到達抗、 3−−−−−−−−一−−−既設管路、4−−−一−−
−−−−−−新設管路、5−−−−−−−−−−一−リ
ード線、6−−−−−−−−−−−−蓋部材、 7−−−−−−−−−−−−アースアンカー8−一−−
−−−−−−−−当て部材、9−−−−−−−−−一−
−押圧部材、0−−−−−−−一−−−地中。
FIG. 1 and FIG. 2 are schematic explanatory views for respectively explaining the pipe replacement method of the present invention. 1-1----------Starting shaft, 2-------1--Arriving shaft, 3--------1---Existing pipeline, 4 ---One--
-----------New conduit, 5-----Lead wire, 6--------Cover member, 7-- ------Earth anchor 8-1--
----------Application member, 9----------1-
-Press member, 0-------1---underground.

Claims (1)

【特許請求の範囲】[Claims] 既設管路内にリード線を発進抗側より到達抗側まで差し
込み、該リード線の先端部を到達抗側に固定し、一方、
前記発進抗側の既設管路の外周に同心的に既設管路より
も管径の大きな新設管路を配置し、この新設管路の端部
を塞ぐように当て部材を固定し、前記リード線を発進側
から牽引して、その反力により前記当て部材を介して前
記新設管路に押圧力を加え、該新設管路を地中で推進さ
せて既設管路と新設管路の引き換えを行なうことを特徴
とする管路引換工法。
Insert the lead wire into the existing pipeline from the starting side to the reaching side, fix the tip of the lead wire to the reaching side, and
A new conduit having a larger diameter than the existing conduit is arranged concentrically around the outer periphery of the existing conduit on the starting point side, a stopper member is fixed so as to close the end of the new conduit, and the lead wire is is towed from the starting side, and the reaction force applies a pressing force to the new conduit through the abutment member, and the new conduit is propelled underground to replace the existing conduit with the new conduit. This pipe replacement method is characterized by:
JP1215422A 1989-08-22 1989-08-22 Duct replacing method Pending JPH0379885A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1215422A JPH0379885A (en) 1989-08-22 1989-08-22 Duct replacing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1215422A JPH0379885A (en) 1989-08-22 1989-08-22 Duct replacing method

Publications (1)

Publication Number Publication Date
JPH0379885A true JPH0379885A (en) 1991-04-04

Family

ID=16672074

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1215422A Pending JPH0379885A (en) 1989-08-22 1989-08-22 Duct replacing method

Country Status (1)

Country Link
JP (1) JPH0379885A (en)

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