JPH0861561A - Pipe replacement work method - Google Patents

Pipe replacement work method

Info

Publication number
JPH0861561A
JPH0861561A JP6198582A JP19858294A JPH0861561A JP H0861561 A JPH0861561 A JP H0861561A JP 6198582 A JP6198582 A JP 6198582A JP 19858294 A JP19858294 A JP 19858294A JP H0861561 A JPH0861561 A JP H0861561A
Authority
JP
Japan
Prior art keywords
pipe
shaft
aged
pulling
traction
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
JP6198582A
Other languages
Japanese (ja)
Inventor
Masumi Okada
真澄 岡田
Hiroshi Abe
浩 安部
Masahiro Mori
昌宏 森
Takeshi Daikuhara
毅 大工原
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.)
Tokyo Gas Co Ltd
Original Assignee
Tokyo Gas Co Ltd
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 Tokyo Gas Co Ltd filed Critical Tokyo Gas Co Ltd
Priority to JP6198582A priority Critical patent/JPH0861561A/en
Publication of JPH0861561A publication Critical patent/JPH0861561A/en
Pending legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE: To provide a method of replacing an old pipe properly with an update pipe by preventing the old pipe from slipping off. CONSTITUTION: A traction member 4 is inserted through an old pipe 1 from the side with the pit 2 as target, and the end of the traction member 4 is allowed to reach the side with a starting pit 3, and a pipe splitter 5 to make diametric enlargement by splitting the old pipe 1 in the axial direction.is connected with the end of the traction member 4 on the side with the starting pit 3, and also an updating PE pipe is connected serially to the rear stage of the pipe splitter 5. The traction is made so that the reaction force produced by the traction force acts on the end 1a of the old pipe 1 confronting the target pit 2 when the traction member 4 is tracted by a traction device 7 installed on the side with the target pit 2 so as to thread the pipe splitter 5 and PE pipe through the old pipe 1 from the side with the starting pit 3.

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、地中に埋設されている
老朽管内に非開削で新管を引き込む更新管の入れ替え工
法に関し、詳しくは老朽管を地中より抜け出させること
なく行う更新管の入れ替え工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a replacement pipe replacement method for drawing a new pipe into an aged pipe buried in the ground without digging, and more specifically, a replacement pipe to be performed without the aged pipe coming out of the ground. Regarding replacement method.

【0002】[0002]

【従来の技術】長年に渡って地中に埋設されているガス
管,水道管等の管路は、その長年の敷設から腐食老朽化
が進み、ピンホール等の欠陥箇所からの漏洩が懸念され
る。その解決手段として様々な方法があるが、その中の
一つに非開削で老朽管を破断して該老朽管内に新管を引
き込む更新管の入れ替え工法がある。この工法は既設の
老朽管を管軸方向に破断して拡径し、該老朽管内に既設
管路の内径と同程度の内径を有するPE管等の新管を引
き込むようにしている。そのため、内径が同程度のこと
から従前と同じ供給量を確保でき、さらには老朽管が新
管を覆うことから老朽管がカバーとなって他工事等から
新管を保護するメリットがある。
2. Description of the Related Art Pipelines such as gas pipes and water pipes that have been buried in the ground for many years have been corroded and deteriorated due to their long-term construction, and there is a concern that they may leak from defective parts such as pinholes. It There are various methods for solving the problem, and one of them is a replacement pipe replacement method in which an old pipe is broken by non-opening and a new pipe is drawn into the old pipe. In this method, the existing aged pipe is broken in the axial direction of the pipe to expand its diameter, and a new pipe such as a PE pipe having an inner diameter similar to the inner diameter of the existing pipe is drawn into the aged pipe. Therefore, since the inner diameter is the same, it is possible to secure the same supply amount as before, and there is an advantage that the old pipe covers the new pipe and the old pipe serves as a cover to protect the new pipe from other works.

【0003】上記更新管の入れ替え工法の一例として、
例えば図5(a),(b)に示すように、更新管の入れ
替えを行う老朽管aの端部に発進立坑bと到達立坑cと
を設け、発進立坑b内に管路を破断して押し広げる掘削
機dを前進させる推進機eを設置し、到達立坑c側には
前記掘削機dを牽引するウインチfを設置する。また前
記掘削機dは、先端部に管路を切断して押し広げる破断
刃d1が設けられ、後端部に新管gを接続するように
し、さらに該掘削機dの内部にはコンプレッサーhから
の圧縮空気を受けて移動するピストンを備えている。そ
して前記掘削機dのピストンを衝撃的に移動させること
で掘削機dを管路a内で断続的に移動させ、さらにはウ
インチhで掘削機dを牽引することで老朽管aを破断・
拡径して新管を引き込む構成としている(特公平6−4
3877号公報記載)。
As an example of the replacement pipe replacement method,
For example, as shown in FIGS. 5 (a) and 5 (b), a starting shaft b and a reaching shaft c are provided at the end of the aging pipe a for replacing the renewal pipe, and the pipeline is broken in the starting shaft b. A propulsion device e for advancing the excavator d to be spread is installed, and a winch f for pulling the excavator d is installed on the side of the reaching shaft c. Further, the excavator d is provided with a breaking blade d1 that cuts and spreads the pipe line at the tip end and connects a new pipe g at the rear end, and the excavator d further includes a compressor h from the compressor h. It has a piston that moves by receiving compressed air. The piston of the excavator d is shockedly moved to intermittently move the excavator d in the pipe a, and the winch h is pulled to break the aged pipe a.
The diameter is expanded and the new pipe is drawn in (Japanese Patent Publication 6-4
3877 publication).

【0004】[0004]

【発明が解決しようとする課題】ところで、更新管の入
れ替え工法を行う管路(老朽管)は金属製でその肉圧は
3〜4mm程度あり、この管路を切り開きながら拡径さ
せる破断部材を該管路内で移動させるにはかなり大きな
牽引力(押込み力)を必要とする。そのため、上述した
先行例を含める更新管の入れ替え工法の場合、前記牽引
力により生起する反力を受けるために、立坑内壁に特別
な山留めを設ける必要があり、立坑を作成するのに多く
の時間と経費がかかる。さらに、大きな牽引力(押込み
力)で破断部材を管路内で移動させるため、老朽管の軸
方向に大きな力が負荷され、該老朽管が到達立坑内に抜
け出てしまい、適正な更新管の入れ替え工法が施工でき
ない問題点が派生する。
By the way, the pipe line (aged pipe) used for the replacement pipe replacement method is made of metal and has a wall pressure of about 3 to 4 mm. A breaking member for expanding the diameter while cutting the pipe line is used. A considerably large traction force (pushing force) is required to move the pipe. Therefore, in the case of the replacement pipe replacement method including the preceding example described above, in order to receive the reaction force generated by the traction force, it is necessary to provide a special mountain retaining on the inner wall of the shaft, and it takes a lot of time to create the shaft. Costly. Furthermore, since the breaking member is moved in the pipeline with a large traction force (pushing force), a large force is applied in the axial direction of the aged pipe, the aged pipe slips out into the reaching shaft, and the replacement pipe is replaced properly. The problem arises that the construction method cannot be applied.

【0005】本発明は、これらの問題を解決すべく発明
されたものであり、老朽管の抜け出しを防止して適正な
更新管の入れ替えができる工法を提供することを目的と
する。
The present invention has been invented to solve these problems, and an object of the present invention is to provide a construction method capable of preventing replacement of an aged pipe and properly replacing a renewal pipe.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に、本発明は、地中に埋設されている既設管路の経路上
に作業用の第1立坑および第2立坑を設け、両立坑の間
に敷設されている老朽管を破断,拡径して該老朽管内に
新管を引き込む更新管の非開削入れ替え工法において、
第1立坑の側から老朽管の管内に牽引部材を挿通して第
2立坑の側に牽引部材端部を到達させ、第2立坑の側に
おいて牽引部材の端部に、老朽管を管軸方向に割裂いて
拡径動作するパイプ破断部材を接続すると共に、該パイ
プ破断部材の後段に更新用の新管を直列に接続させた状
態とし、第1立坑の側に設置した牽引手段により上記牽
引部材を牽引してパイプ破断部材および更新用新管を第
2立坑の側から老朽管の管内に引き通す際、その牽引力
により生起する牽引反力が、第1立坑内に臨む老朽管の
管端部に作用するように牽引構成してなることを特徴と
するものである。
In order to achieve the above object, the present invention provides a working vertical shaft and a secondary vertical shaft on the path of an existing pipeline buried in the ground, and a compatible shaft. In the non-open cutting replacement method of the renewal pipe that breaks and expands the old pipe laid between the two and draws the new pipe into the old pipe,
The traction member is inserted into the pipe of the aged pipe from the side of the first shaft to make the end of the traction member reach the side of the second shaft, and the pipe of the aged pipe is attached to the end of the traction member on the side of the second shaft. A pipe breaking member that splits and expands in diameter is connected to the pipe breaking member, and a new pipe for renewal is connected in series at the subsequent stage of the pipe breaking member, and the pulling member is installed by the pulling means installed on the first shaft side. When pulling the pipe breaking member and the new pipe for renewal into the inside of the aged pipe from the side of the second shaft, the pulling reaction force generated by the pulling force is the pipe end of the aged pipe facing the inside of the first shaft. It is characterized by having a traction structure so as to act on.

【0007】[0007]

【作用】上記構成に基づき、破断部材を牽引する際に生
起する牽引反力を、第1立坑内に臨む老朽管の管端部に
作用させるため、牽引力に伴い老朽管の軸方向に負荷さ
れる力を前記牽引反力で相殺することができ、老朽管が
第1立坑内に抜け出ることが防止される。また、牽引反
力を老朽管の管端部で受ける構成としているため、立坑
内壁に特別な山留めを設ける必要性がなくなる。
According to the above construction, the pulling reaction force generated when pulling the breaking member acts on the pipe end portion of the aged pipe facing the first shaft, so that the pulling force is applied in the axial direction of the aged pipe. The pulling reaction force can be offset by the pulling reaction force, and the aged pipe is prevented from slipping out into the first shaft. Further, since the pulling reaction force is received by the pipe end of the aging pipe, it is not necessary to provide a special mountain retaining on the shaft inner wall.

【0008】[0008]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図1は本発明の更新管の入れ替え工法を示す概
略図で、地中に埋設されている老朽管1の経路上に作業
用の第1立坑(到達立坑)2および第2立坑(発進立
坑)3が設けられており、該到達立坑2および発進立坑
3には土崩れしないように内壁面に沿って簡易な山留め
2aおよび3aが配設されている。また、老朽管1内に
は到達立坑2から発進立坑3に向けてワイヤまたはロッ
ド等の牽引部材4が挿通されており、発進立坑3側の端
部には後述するパイプスプリッター5が接続されてい
る。
An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a schematic diagram showing a replacement pipe replacement method according to the present invention, in which a first vertical shaft (reaching vertical shaft) 2 and a second vertical shaft (starting vertical shaft) for working are provided on a path of an aged pipe 1 buried in the ground. 3 are provided, and simple mountain clasps 2a and 3a are provided along the inner wall surface of the reaching shaft 2 and the starting shaft 3 so as not to collapse. Further, a pulling member 4 such as a wire or a rod is inserted from the reaching shaft 2 to the starting shaft 3 in the aged pipe 1, and a pipe splitter 5 described later is connected to an end portion on the starting shaft 3 side. There is.

【0009】前記到達立坑2内において、老朽管1はそ
の管端部1aが到達立坑2内に露出して臨んでおり、反
力受け板6が該管端部1aを覆うように固定されてい
る。後で詳しく説明するが、該反力受け板6は剛性が高
く変形しにくい金属板で構成されており、前記牽引部材
4が挿通する切り溝6aが設けられている。また、到達
立坑2内には牽引部材4を牽引する牽引装置7が配設さ
れている。該牽引装置7は一端側が前記反力受け板6に
当接するように設置されており、該装置7は、前記反力
受け板6に対して垂直に位置するガイドシャフト71
と、前記牽引部材4を挟持してガイドシャフト71に沿
って移動するスライド部材72と、該スライド部材72
を牽引する油圧シリンダー73とを有しており、牽引部
材4を牽引する際、その牽引反力はガイドシャフト71
を介して反力受け板6が受けるように構成されている。
In the reaching shaft 2, the aged pipe 1 has its pipe end 1a exposed and facing the reaching shaft 2, and the reaction force receiving plate 6 is fixed so as to cover the pipe end 1a. There is. As will be described later in detail, the reaction force receiving plate 6 is made of a metal plate having high rigidity and being hard to be deformed, and is provided with a cut groove 6a through which the pulling member 4 is inserted. Further, a traction device 7 that pulls the traction member 4 is arranged in the reaching shaft 2. The pulling device 7 is installed so that one end side of the pulling device 7 contacts the reaction force receiving plate 6, and the pulling device 7 has a guide shaft 71 positioned perpendicular to the reaction force receiving plate 6.
And a slide member 72 that holds the pulling member 4 and moves along the guide shaft 71, and the slide member 72.
And a hydraulic cylinder 73 that pulls the pulling member 4, and when pulling the pulling member 4, the pulling reaction force is applied to the guide shaft 71.
The reaction force receiving plate 6 is configured to be received via.

【0010】図2はパイプスプリッター5の構成を示す
図で、該パイプスプリッター5は、先端部にパイプスプ
リッター5と牽引部材4の端部とをネジ接合するための
ネジ孔51が設けられ、またパイプスプリッター5の胴
体上部には、パイプスプリッター5を老朽管1内で安定
して移動させるためのガイドローラ52、さらに胴体下
部には老朽管1を破断するための3枚のホイールカッタ
ー53が軸方向3ヵ所に設けられ、図に示すように該3
枚のホイールカッター53は先端から後端にかけて順次
径が大きくなっており、パイプスプリッター5は老朽管
1内を安定して移動しながら該老朽管1を段階的に破断
するように構成されている。
FIG. 2 is a view showing the structure of the pipe splitter 5, and the pipe splitter 5 is provided with a screw hole 51 for screw-joining the pipe splitter 5 and the end of the pulling member 4 at the tip end thereof. A guide roller 52 for stably moving the pipe splitter 5 in the aged pipe 1 is provided above the body of the pipe splitter 5, and three wheel cutters 53 for breaking the aged pipe 1 are provided below the body of the pipe splitter 5. It is installed at three locations in the direction, and as shown in the figure,
The diameter of each of the wheel cutters 53 is gradually increased from the front end to the rear end, and the pipe splitter 5 is configured to stably move in the aged pipe 1 and to break the aged pipe 1 in stages. .

【0011】また、パイプスプリッター5の胴体後段側
には、破断した老朽管1を拡径するエキスパンダ54が
ピン54aで接続され、さらに該エキスパンダ54の後
段側には、更新管用のPEパイプ8と連結するための接
続治具55がネジ結合で接続されている。ここで前記P
Eパイプ8の先端部には、トーイングヘッド81がパイ
プ8内に挿入されて設けられている。該トーイングヘッ
ド81は、先端部に嵌合孔を有するネジ部材を回動する
ことで、パイプ8内に挿入されている部分が拡径して該
トーイングヘッド81とPEパイプ8とを強固に結合す
るように構成され、該トーイングヘッド81と接続治具
55とをピン結合することで、パイプスプリッター5と
PEパイプ8とは直列に接続されるようになる。また、
PEパイプ8を引き込む際、該パイプ8のねじれによっ
てエキスパンダ54と接続治具55とのねじ結合が外れ
ないように、接続治具55にはより戻し機能が付加され
ている。
An expander 54 for expanding the broken old pipe 1 is connected by a pin 54a to the rear side of the body of the pipe splitter 5, and a PE pipe for a renewal pipe is connected to the rear side of the expander 54. The connection jig 55 for connecting with 8 is connected by screw connection. Where P
At the tip of the E pipe 8, a towing head 81 is provided by being inserted into the pipe 8. By rotating a screw member having a fitting hole at the tip of the towing head 81, the diameter of the portion inserted into the pipe 8 is increased and the towing head 81 and the PE pipe 8 are firmly coupled. When the towing head 81 and the connecting jig 55 are pin-coupled with each other, the pipe splitter 5 and the PE pipe 8 are connected in series. Also,
When the PE pipe 8 is pulled in, the connecting jig 55 is provided with a returning function so that the expander 54 and the connecting jig 55 are not disengaged from each other by twisting of the pipe 8.

【0012】図3に示すものは反力受け板6の構成を示
すもので、図に示す反力受け部材6は、剛性の高い金属
で形成されており、牽引部材4を挿通させるための切り
溝6aを有する円形の金属板60に、該切り溝6aの周
辺に老朽管1の外径と略同程度の内径の切りかけを有す
る円筒61が、図3(a)に示すように、垂直に立設す
るように固着されている。また図3(b),(c)に示
すように、切り溝6aと円筒61との間には老朽管1の
端部が当接する当接部62が存在するようになり、切り
溝6aと円筒61の切りかけとが一致するようになって
いる。すなわち、図3(d)に示すように、円筒61が
老朽管1をガイドするようにして反力受け板6が老朽管
1の端部に設置されるようになる。
FIG. 3 shows the structure of the reaction force receiving plate 6, and the reaction force receiving member 6 shown in the figure is made of a metal having a high rigidity, and a cut for inserting the pulling member 4 therethrough. On a circular metal plate 60 having a groove 6a, a cylinder 61 having a notch having an inner diameter approximately the same as the outer diameter of the aging pipe 1 around the cutting groove 6a is vertically arranged as shown in FIG. 3 (a). It is fixed so as to stand upright. Further, as shown in FIGS. 3 (b) and 3 (c), an abutting portion 62 with which the end portion of the aging pipe 1 abuts is present between the kerf 6a and the cylinder 61. The cut-out of the cylinder 61 is made to match. That is, as shown in FIG. 3D, the reaction force receiving plate 6 is installed at the end of the aging pipe 1 so that the cylinder 61 guides the aging pipe 1.

【0013】次に本発明の牽引構成による作用を説明す
る。まず到達立坑2内に臨む老朽管1の管端部1aに反
力受け板6を固定し、到達立坑2の側から老朽管1の管
内にワイヤまたはロッド等の牽引部材4を挿通して発進
立坑3の側に牽引部材4の端部を到達させ、発進立坑3
の側において、該端部にパイプスプリッター5を接続す
ると共に、該パイプスプリッター5の後段側に接続治具
55を介して更新用のPEパイプ8を直列に接続する。
次に到達立坑2内に牽引装置7を設置し、該牽引装置7
のガイドシャフト71の一端側が前記反力受け板6に作
用するように設置する。そして牽引部材4をスライド部
材72に挟持させ油圧シリンダ73でスライド部材72
を牽引するようにして牽引装置7を駆動する。すると牽
引装置7の牽引力により、パイプスプリッター5および
PEパイプ8は到達立坑2の方向へ移動し、該移動に伴
い老朽管1はパイプスプリッター5で破断,拡径され老
朽管1の内側にPEパイプ8が引き込まれる。その際、
牽引装置7の牽引反力はガイドシャフト71と反力受け
板6とを介して老朽管1の管端部1aに作用するように
しているため、牽引力に伴い老朽管1の軸方向に負荷さ
れる力は前記牽引反力で相殺することができ、老朽管1
が到達立坑2内に抜け出ることが防止される。
Next, the operation of the pulling structure of the present invention will be described. First, the reaction force receiving plate 6 is fixed to the pipe end portion 1a of the aged pipe 1 facing the reaching shaft 2 and the pulling member 4 such as a wire or a rod is inserted into the pipe of the aged pipe 1 from the reaching shaft 2 side to start. The end of the traction member 4 reaches the vertical shaft 3 side, and the starting vertical shaft 3
On the side of, the pipe splitter 5 is connected to the end portion, and the PE pipe 8 for updating is connected in series via the connecting jig 55 to the rear side of the pipe splitter 5.
Next, the traction device 7 is installed in the reaching shaft 2 and the traction device 7
The guide shaft 71 is installed so that one end thereof acts on the reaction force receiving plate 6. Then, the pulling member 4 is clamped by the slide member 72, and the slide member 72 is held by the hydraulic cylinder 73.
The towing device 7 is driven so as to tow. Then, due to the pulling force of the pulling device 7, the pipe splitter 5 and the PE pipe 8 move in the direction of the reaching shaft 2, and along with the movement, the aged pipe 1 is broken and expanded in diameter by the pipe splitter 5, and the PE pipe is placed inside the aged pipe 1. 8 is drawn in. that time,
Since the pulling reaction force of the pulling device 7 acts on the pipe end portion 1a of the aged pipe 1 via the guide shaft 71 and the reaction force receiving plate 6, it is loaded in the axial direction of the aged pipe 1 with the pulling force. Force can be offset by the traction reaction force.
Are prevented from coming out of the reaching shaft 2.

【0014】図4は到達立坑2内における他の牽引手段
を示すもので、図に示すように、反力受け板6をその外
周方向に拡張させるように形成し、老朽管1の管端部1
aに固定する。そして、シャフト11,12を介して固
定滑車13,14を前記反力受け板6に固着し、また、
該固定滑車13,14の間に可動滑車15を設け、該可
動滑車15に牽引部材4の端部を連結する構成とする。
また到達立坑2付近の地上にウインチ16を配設し、ウ
インチワイヤ17を固定滑車13、可動滑車15、固定
滑車14の順に掛け渡し、ウインチワイヤ17の端部を
反力受け板6に固定する。
FIG. 4 shows another traction means in the reaching shaft 2. As shown in the drawing, the reaction force receiving plate 6 is formed so as to expand in the outer peripheral direction thereof, and the pipe end portion of the aged pipe 1 is formed. 1
Fix to a. Then, the fixed pulleys 13 and 14 are fixed to the reaction force receiving plate 6 via the shafts 11 and 12, and
A movable pulley 15 is provided between the fixed pulleys 13 and 14, and the end portion of the traction member 4 is connected to the movable pulley 15.
Further, a winch 16 is arranged on the ground near the reaching shaft 2, a winch wire 17 is laid over the fixed pulley 13, a movable pulley 15, and a fixed pulley 14 in this order, and the end of the winch wire 17 is fixed to the reaction force receiving plate 6. .

【0015】この状態でウインチ16を駆動すると、例
えばパイプスプリッター5およびPEパイプ8を引き込
むために必要な力をW、また、ウインチ16の牽引力を
Pとすると、滑車による2倍の倍力機構から2P=Wと
なり、前述した牽引機構に比べて半分の力で牽引するこ
とが可能となり、ウインチ16を小型化することができ
るようになる。また、ウインチ16の牽引力の牽引反力
は固定滑車13,14からシャフト11,12を介して
反力受け板6に作用するため、結果として前述した牽引
機構と同様に、牽引反力は老朽管1の管端部1aに作用
することとなり、牽引に伴う老朽管1の抜け出しは防止
される。
When the winch 16 is driven in this state, for example, the force required to pull in the pipe splitter 5 and the PE pipe 8 is W, and when the traction force of the winch 16 is P, the double booster mechanism by the pulley is used. Since 2P = W, it becomes possible to pull the winch 16 with half the force as compared with the above-described pulling mechanism, and the winch 16 can be downsized. Further, since the traction reaction force of the traction force of the winch 16 acts on the reaction force receiving plate 6 from the fixed pulleys 13 and 14 via the shafts 11 and 12, as a result, the traction reaction force is the same as the traction mechanism described above. It acts on the pipe end portion 1a of No. 1 and prevents the aging pipe 1 from coming out due to pulling.

【0016】[0016]

【発明の効果】以上説明したように本発明による更新管
の入れ替え工法では、破断部材を牽引する際に生起する
牽引反力を、第1立坑内に臨む老朽管の管端部に作用さ
せるため、牽引力に伴い老朽管の軸方向に負荷される力
を前記牽引反力で相殺することができ、老朽管が第1立
坑内に抜け出ることが防止されるため、第1立坑と第2
立坑との間に敷設される老朽管を破断・拡径して老朽管
内側に適正に更新用の新管を引き込むことができるよう
になる。
As described above, in the replacement pipe replacement method according to the present invention, the pulling reaction force generated when pulling the breaking member acts on the pipe end of the aged pipe facing the first shaft. Since the force applied in the axial direction of the aged pipe due to the traction force can be offset by the traction reaction force and the aged pipe is prevented from coming out into the first shaft, the first shaft and the second shaft
It is possible to rupture and expand the old pipe laid between the vertical shaft and the new pipe for replacement inside the old pipe.

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

【図1】本発明の更新管の入れ替え工法を示す概略図FIG. 1 is a schematic view showing a replacement pipe replacement method of the present invention.

【図2】パイプスプリッターの説明図FIG. 2 is an explanatory diagram of a pipe splitter.

【図3】牽引構成の説明図FIG. 3 is an explanatory diagram of a towing structure.

【図4】反力受け部材の説明図FIG. 4 is an explanatory view of a reaction force receiving member.

【図5】従来例の説明図FIG. 5 is an explanatory diagram of a conventional example.

【符号の説明】[Explanation of symbols]

1 老朽管 1a 管端部 2 到達立坑 2a 山留め 3 発進立坑 3a 山留め 4 牽引部材 5 パイプスプリッター 51 ネジ孔 52 ガイドローラ 53 ホイールカッター 54 エキスパンダ 54a ピン 55 接続治具 6 反力受け板 6a 切り溝 60 円形板 61 円筒 62 当接部 7 牽引装置 71 ガイドシャフト 72 スライド部材 73 油圧シリンダ 8 PEパイプ 81 トーイングヘッド 11 シャフト 12 シャフト 13 固定滑車 14 固定滑車 15 可動滑車 16 ウインチ 17 ウインチワイヤ 1 Aged pipe 1a Pipe end 2 Reaching shaft 2a Mountain clasp 3 Starting vertical shaft 3a Mountain clasp 4 Traction member 5 Pipe splitter 51 Screw hole 52 Guide roller 53 Wheel cutter 54 Expander 54a Pin 55 Connection jig 6 Reaction force receiving plate 6a Groove 60 Circular plate 61 Cylinder 62 Abutment 7 Traction device 71 Guide shaft 72 Sliding member 73 Hydraulic cylinder 8 PE pipe 81 Towing head 11 Shaft 12 Shaft 13 Fixed pulley 14 Fixed pulley 15 Movable pulley 16 winch 17 Winch wire

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 地中に埋設されている既設管路の経路上
に作業用の第1立坑および第2立坑を設け、両立坑の間
に敷設されている老朽管を破断,拡径して該老朽管内に
新管を引き込む更新管の非開削入れ替え工法において、 第1立坑の側から老朽管の管内に牽引部材を挿通して第
2立坑の側に牽引部材端部を到達させ、第2立坑の側に
おいて牽引部材の端部に、老朽管を管軸方向に割裂いて
拡径動作するパイプ破断部材を接続すると共に、該パイ
プ破断部材の後段に更新用の新管を直列に接続させた状
態とし、 第1立坑の側に設置した牽引手段により上記牽引部材を
牽引してパイプ破断部材および更新用新管を第2立坑の
側から老朽管の管内に引き通す際、その牽引力により生
起する牽引反力が、第1立坑内に臨む老朽管の管端部に
作用するように牽引構成してなることを特徴とする更新
管の入れ替え工法。
1. A first vertical shaft and a second vertical shaft for work are provided on the path of an existing pipeline buried in the ground, and an aged pipe laid between the compatible shafts is broken and expanded. In the non-open cutting replacement method of the renewal pipe for drawing the new pipe into the aged pipe, the traction member is inserted from the side of the first shaft into the pipe of the aged pipe so that the end of the traction member reaches the side of the second shaft, A pipe breaking member that splits an aged pipe in the pipe axial direction and expands the diameter is connected to the end of the traction member on the vertical shaft side, and a new pipe for renewal is connected in series to the latter stage of the pipe breaking member. In the state, when the pulling member is pulled by the pulling means installed on the side of the first shaft to pull the pipe breaking member and the new pipe for renewal from the side of the second shaft into the pipe of the aged pipe, the pulling force causes the pulling member. The pulling reaction force acts on the pipe end of the aged pipe facing the first shaft. Replacement method of updating tube characterized by being urchin traction configuration.
JP6198582A 1994-08-23 1994-08-23 Pipe replacement work method Pending JPH0861561A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6198582A JPH0861561A (en) 1994-08-23 1994-08-23 Pipe replacement work method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6198582A JPH0861561A (en) 1994-08-23 1994-08-23 Pipe replacement work method

Publications (1)

Publication Number Publication Date
JPH0861561A true JPH0861561A (en) 1996-03-08

Family

ID=16393579

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6198582A Pending JPH0861561A (en) 1994-08-23 1994-08-23 Pipe replacement work method

Country Status (1)

Country Link
JP (1) JPH0861561A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002228047A (en) * 2001-02-01 2002-08-14 Osaka Gas Co Ltd Construction method for non-open-cut replacement of buried resin pipe and jig used in the same
JP2006349141A (en) * 2005-06-20 2006-12-28 Tokyo Gas Co Ltd Auxiliary tool for dividing/taking-out work of inner piping of split sheath pipe and method of dividing/taking-out inner piping of split sheath pipe
JP2019218981A (en) * 2018-06-19 2019-12-26 株式会社クボタケミックス Manufacturing method of pipes for non-drilling new pipe laying method and update method of underground laying pipe

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002228047A (en) * 2001-02-01 2002-08-14 Osaka Gas Co Ltd Construction method for non-open-cut replacement of buried resin pipe and jig used in the same
JP2006349141A (en) * 2005-06-20 2006-12-28 Tokyo Gas Co Ltd Auxiliary tool for dividing/taking-out work of inner piping of split sheath pipe and method of dividing/taking-out inner piping of split sheath pipe
JP4634232B2 (en) * 2005-06-20 2011-02-16 東京瓦斯株式会社 Auxiliary jig for branching and extracting pipes in cleaved sheath pipe, branching and extracting method for pipes in cleaved sheath pipe
JP2019218981A (en) * 2018-06-19 2019-12-26 株式会社クボタケミックス Manufacturing method of pipes for non-drilling new pipe laying method and update method of underground laying pipe

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