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JPH0326308B2 - - Google Patents
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JPH0326308B2 - - Google Patents

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Publication number
JPH0326308B2
JPH0326308B2 JP61159185A JP15918586A JPH0326308B2 JP H0326308 B2 JPH0326308 B2 JP H0326308B2 JP 61159185 A JP61159185 A JP 61159185A JP 15918586 A JP15918586 A JP 15918586A JP H0326308 B2 JPH0326308 B2 JP H0326308B2
Authority
JP
Japan
Prior art keywords
pipe
new
excavator
new pipe
old
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 - Lifetime
Application number
JP61159185A
Other languages
Japanese (ja)
Other versions
JPS6313988A (en
Inventor
Norio Domitsu
Takezo Yoshimura
Jusuke Shibata
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.)
Kurimoto Ltd
Original Assignee
Kurimoto 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 Kurimoto Ltd filed Critical Kurimoto Ltd
Priority to JP61159185A priority Critical patent/JPS6313988A/en
Publication of JPS6313988A publication Critical patent/JPS6313988A/en
Publication of JPH0326308B2 publication Critical patent/JPH0326308B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本願発明は地中に埋設した旧管、たとえば水道
管がガス管などを新管に取り替える方法、特に地
表を掘り起さずに新旧管を取り替える方法に関す
るものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention provides a method for replacing old pipes buried underground, such as water pipes, gas pipes, etc., with new pipes, in particular, replacing old and new pipes without digging up the ground surface. It concerns how to replace it.

〔従来の技術〕[Conventional technology]

旧管とくに鋳鉄管が埋設後老化して機能を果す
のが困難になつたり、需要増大のため能力不足を
生じて新管と取り替える票要があるとき、地上を
全面掘削して旧管を掘に出す工法は費用、労力が
かかる上、地上の交通の障害となるので地表を掘
り起さずに新旧管を取り替えるのが望ましい。
When old pipes, especially cast iron pipes, have aged and become difficult to function after being buried, or when there is a shortage of capacity due to increased demand and there is a need to replace them with new pipes, it is necessary to excavate the entire surface above ground and excavate the old pipes. The method of installing new pipes is expensive and labor-intensive, and it also obstructs surface traffic, so it is preferable to replace old and new pipes without digging up the surface.

新管を地中の旧管に挿通する、いわゆるパイプ
インパイプ方式がこれに該当するが、当然新管の
内径は旧管の内径より小くなり、ガス、水道の輸
送能力の減退をもたらす。
This is the case with the so-called pipe-in-pipe method, in which a new pipe is inserted into an old underground pipe, but the inner diameter of the new pipe is naturally smaller than the inner diameter of the old pipe, resulting in a reduction in gas and water transport capacity.

本願発明の基礎となる従来技術はこの問題を解
決する発明で「既設の本管を新しい本管と取替え
る方法と装置」(特公昭60−17873号公報第3図〜
第5図)に詳しく開示されている。また第6図
は、この発明を商業ベースで実施した場合の状態
を説明するカタログから引用したものである。
The prior art that forms the basis of the present invention is an invention that solves this problem, ``Method and Apparatus for Replacing an Existing Main Pipe with a New Main Pipe'' (Japanese Patent Publication No. 60-17873, Figure 3~
(Fig. 5). FIG. 6 is taken from a catalog explaining the state of the invention when it is implemented on a commercial basis.

この従来技術は旧管より大きい外径の胴部を有
する掘削機の後端に新しい本管、又はこの本管を
保護するライナを取付け、両者が共に前進して掘
削機の先端が旧管内へ入り込み、これを破砕しつ
つ空隙をおしひろげて旧管を新管と取り替える方
法および装置である。
This conventional technology attaches a new main pipe or a liner to protect this main pipe to the rear end of the excavator, which has a body with a larger outer diameter than the old pipe, and both move forward together so that the tip of the excavator enters the old pipe. This is a method and device for replacing the old pipe with a new pipe by entering the pipe, crushing it, and expanding the gap.

第3図から第5図に示すこの従来技術の実施例
に基いて、もう少し具体的に内容を説明する。
The contents will be explained in more detail based on the embodiments of this prior art shown in FIGS. 3 to 5.

掘削機3aは旧管1aの内壁へ入り込んで、こ
の壁体を破断する前方部分と、新管2a又はその
ライナを牽引するため締結する後方部分とからな
る。前方部分は切削面としての切削刃先11をふ
くむ頭部12を有し、その前端は旧管の管列を潜
つて挿通されてきたケーブル5aを介してウイン
チ(図示せず)によつて前方へ引張り寄せられ
る。
The excavator 3a consists of a front part that penetrates into the inner wall of the old pipe 1a and breaks this wall, and a rear part that is fastened to pull the new pipe 2a or its liner. The front part has a head 12 that includes a cutting edge 11 as a cutting surface, and its front end is moved forward by a winch (not shown) via a cable 5a that has been inserted through the tube row of the old pipe. I am drawn to it.

切削刃先11は羽根13をふくみ、羽根の少な
くとも1つは旧管の壁体を効果的に破砕するため
に掘削機から半径方向外側に向つて回動できるよ
うにする。
The cutting edge 11 includes vanes 13, at least one of which can be pivoted radially outwardly from the excavator to effectively fracture the wall of the old pipe.

第4図において旧管の内部を潜つて前方から延
びてきた流体圧送ホース14を通じて圧送された
流体(油圧)は、掘削機の頭部内に設けられたプ
ストン15を押し上げ、このピストンによつて羽
根13の一端が押し上げられて傾斜角度を増し、
既設管1aを内壁から半径方向外側に向つて押し
拡げる作用を起す。
In Fig. 4, the fluid (hydraulic pressure) pumped through the fluid pressure hose 14 that has hidden inside the old pipe and extended from the front pushes up the piston 15 installed in the head of the excavator, and is pushed up by this piston. One end of the blade 13 is pushed up to increase the inclination angle,
This causes an action to push the existing pipe 1a outward in the radial direction from the inner wall.

この掘削機と、後に締結する新管又はそのライ
ナを前方へ移動するのは、前述のように掘削機前
端に取り付けたケーブルによる前方ウインチの巻
取りであるが、これに加えて第5図のように掘削
機の胴体をくりぬいた孔の内部にエアハンマ16
を配設し、後端に取り付けたエアホース7aの送
気によつてエアハンマ内のピストンを前後に滑動
させ、衝撃的に掘削機へ前進駆動力を共働きする
例も示している。この公報では切削刃先の回動機
構について別例も示すが省略する。
This excavator and the new pipe or its liner that will be connected later are moved forward by the winding of the front winch using the cable attached to the front end of the excavator as described above, but in addition to this, the The air hammer 16 is inserted into the hole cut out in the body of the excavator.
An example is also shown in which a piston in the air hammer is slid back and forth by air supplied from an air hose 7a attached to the rear end, and a forward driving force is applied to the excavator with an impact. This publication also shows another example of a rotating mechanism for the cutting edge, but this is omitted.

一方第6図はこの発明の実施を示す商業的文書
からの転用であるが、図のように本来、この発明
の主たる実施対象は鋳鉄管の旧管1aをプラスチ
ツク管の新管2aに取り替えるガス管布設替えで
あり、新管は連続した長尺物で管径は小さく可撓
性が大きい。
On the other hand, Fig. 6 is a diversion from a commercial document showing the implementation of this invention, but as shown in the figure, the main subject of this invention was originally a gas pump replacing an old cast iron pipe 1a with a new plastic pipe 2a. The new pipe is a continuous, long pipe with a small diameter and great flexibility.

一般に新しい本管はポリエチレンのような材料
で造られており、その機械的強度(耐外圧力、耐
摩耗性)の低さを補うために、塩化ビニル樹脂の
ようなこれより遥かに強靭なプラスチツク材料で
造られた保護ライナーが用いられ、旧管を保護ラ
イナと取り替えた後、保護ライナ内に新しい本管
を挿入する方法が通常用いられている。
Generally, new mains are made of materials such as polyethylene, and to compensate for its lower mechanical strength (external pressure resistance, abrasion resistance), much stronger plastics such as PVC resin are used. A protective liner made of a material is used, and the method typically used is to replace the old pipe with the protective liner and then insert the new main pipe into the protective liner.

図において17は前方牽引のウインチである。 In the figure, 17 is a winch for forward traction.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

本願発明は前記従来技術をベースとして、より
効果的に実施ができるように関連技術を開発した
ものである。
The present invention is based on the above-mentioned prior art and has developed related technologies to enable more effective implementation.

実施上の問題点として、掘削機後端には機内の
エアハンマを作動するためのエアホースが後方か
ら接続されている。また羽根を回動するための油
圧を与える給油管が接続される実施も考えられ
る。
As a practical problem, an air hose for operating an air hammer inside the excavator is connected from the rear to the rear end of the excavator. It is also conceivable to connect an oil supply pipe that provides oil pressure for rotating the blades.

このような管類は新管が1本物の長い可撓性の
あるプラスチツク管であるときは、予め、この管
内を挿通しておき、新管の前進とともに屈曲可能
に前進していけばよい。第6図はまさに係る実施
態様を示すものといえよう。しかし、新管が剛性
である材質、形状であるときはこのようなフレキ
シブルな態様は実施不可能である。たとえば口径
200mm以上になればプラスチツク管といえどもこ
のような連続体としての取り替えはできなくな
り、鋼管、鋳鉄管においては勿論言うまでもない
ことである。
When the new tube is a real long flexible plastic tube, such tubes may be inserted into the tube in advance and moved forward in a bendable manner as the new tube advances. It can be said that FIG. 6 shows just such an embodiment. However, when the new pipe is made of a rigid material and has a rigid shape, such a flexible embodiment is not possible. For example, the caliber
If the length exceeds 200 mm, even plastic pipes cannot be replaced as a continuous body, and this goes without saying for steel pipes and cast iron pipes.

長い剛性の新管を取り替えるのに発進坑を長く
することは作業ロス、交通障害の点から好ましく
ない。できれば新管は短くとつて次々と取り替え
その進行と共に後方から継ぎ足していけば合理的
だが、地上などに設置したコンプレツサや油圧機
器からの配管を円滑に新管の管内に挿通していか
なければならない。
It is undesirable to lengthen the starting shaft to replace a long, rigid new pipe in terms of work loss and traffic obstruction. If possible, it would be reasonable to keep the new pipes short and replace them one after another and add more from behind as they progress, but piping from compressors and hydraulic equipment installed on the ground must be inserted smoothly into the new pipes. .

本願は前記の問題点を解決するために、短い新
管の中に簡単にホースなどの管類を挿通できる方
法を提供することを目的とする。
In order to solve the above-mentioned problems, the present application aims to provide a method that allows pipes such as hoses to be easily inserted into short new pipes.

〔問題点を解決するための手段〕[Means for solving problems]

本願発明に係る旧管を新管と取り替える方法
は、取付け前の新管に軸方向と平行なスリツトを
貫通しておき、まづ発進坑内から旧管内へ向け掘
削機を取り付けて破砕しつつ水平に前進し、該掘
削機の後尾に連結したエアホースを前記のスリツ
トにより新管の管内へ嵌入した後、新管は該スリ
ツトを溶接又は融着して掘削機後端に取付け、掘
削機と新管とが地中を水平に前進して該新管の後
端が地中へ潜入する前にエアホースをスリツトか
ら通過して管内へ嵌入した次の新管を続け、該新
管はスリツトを溶接又は融着して先行する新管の
後端に接続し、以下当該手順を繰返して新管を連
続的に接続して新しい管路を形成したのちエアホ
ースを管路から抜き去ることによつて前記の問題
点を解決することができた。
The method of replacing an old pipe with a new pipe according to the present invention is to first pass a slit parallel to the axial direction into the new pipe before installation, and then install an excavator from the starting shaft into the old pipe to crush it horizontally. After the air hose connected to the rear of the excavator is inserted into the new pipe through the slit, the new pipe is attached to the rear end of the excavator by welding or fusing the slit. The pipe advances horizontally underground, and before the rear end of the new pipe enters the ground, the air hose passes through the slit and continues with the next new pipe inserted into the pipe, and the new pipe welds the slit. Alternatively, the air hose can be fused and connected to the rear end of the preceding new pipe, and then the above procedure can be repeated to continuously connect new pipes to form a new pipe line, and then the air hose can be removed from the pipe line. I was able to solve the problem.

〔作用および実施例〕[Function and Examples]

第1図は本願発明の実施例を示す新管1の斜視
図で、特徴とするところは管の軸方向(長手方
向)に平行に切り込んだスリツトSである。
FIG. 1 is a perspective view of a new pipe 1 showing an embodiment of the present invention, and its feature is a slit S cut parallel to the axial direction (longitudinal direction) of the pipe.

第2図はこのような新管を使用して新管と旧管
の取り替えを行つている実施例を示し、新管は発
明の性質上、溶接又は融着可能な材質に限定され
る。代表的な例としては鋼管又は熱可塑性プラス
チツク、たとえばポリエチレン管などが挙げられ
る。ただし、プラスチツクでも口径200mmφ以下
の細管のときは従来技術(第6図)で十分事足り
るから、新管は可撓性を失つた中口径以上の剛性
の短管においてその価値が発揮されよう。
FIG. 2 shows an embodiment in which such a new pipe is used to replace the new pipe with the old pipe, and the new pipe is limited to materials that can be welded or fused due to the nature of the invention. Typical examples include steel pipes or thermoplastics, such as polyethylene pipes. However, since the conventional technology (Fig. 6) is sufficient for thin plastic tubes with a diameter of 200 mm or less, the new tube will demonstrate its value in rigid short tubes of medium diameter or larger that have lost their flexibility.

工法の実施例を第2図イ,ロ,ハ,ニ,ホに基
づいて説明する。同図イは全体を例示する正面図
であつて手順を列挙すると次のようになる。
An example of the construction method will be explained based on Fig. 2 A, B, C, D, and Ho. Figure A is a front view illustrating the entire process, and the steps are listed as follows.

(1) 掘削機3を旧管1の管列の始端に装着する。
そのため、この始端が露出し、かつ関連の装置
器具が収容できる長さに亘つて、発進坑4を地
表から掘り下げる。
(1) Attach excavator 3 to the starting end of the old pipe 1 row.
Therefore, the starting shaft 4 is dug from the ground surface to a length that exposes the starting end and accommodates the related equipment.

(2) 掘削機の先端には前方の旧管を挿通して牽引
用のケーブル5が取付けられ、前方に設けられ
たウインチ(図示せず)の巻取力と、後方には
コンプレツサ6に連結するエアホース7を繋
ぐ。
(2) A towing cable 5 is attached to the tip of the excavator by passing through the old pipe in front, and connects it to the winding force of a winch (not shown) installed in the front and to the compressor 6 in the rear. Connect air hose 7.

(3) 掘削機の後端に接続されたエアホースより圧
気を送り掘進機内のエアハンマーを作動させ旧
管を破壊しながら前進させる。
(3) Pressurized air is sent from the air hose connected to the rear end of the excavator to activate the air hammer inside the excavator, causing it to move forward while destroying the old pipe.

(4) 所定の長さ(掘進機の後端が地中に入る寸
前)まで掘進機を前進させる。
(4) Advance the excavator to a predetermined length (just before the rear end of the excavator goes into the ground).

(5) 図ロ,ハのようにこの後、またはこれに先立
つてあらかじめスリツトSを切り込んだ新管2
を発進坑4内へ吊り降して掘進機3の後端に続
しているエアホース7(この他、必要あれば油
圧ホース8も)をスリツトSから管内へ嵌入す
る。
(5) New pipe 2 with slits S cut in advance after or prior to this as shown in Figures B and C.
is lowered into the starting shaft 4, and the air hose 7 (and the hydraulic hose 8 if necessary) connected to the rear end of the excavator 3 is inserted into the pipe through the slit S.

(6) 図ニのようにスリツトSを溶接または融着す
る。
(6) Weld or fuse the slit S as shown in Figure D.

(7) 図ホのようにホース類を挿通した新管を掘進
機後端もしくは掘進機に後続する管の後端に接
続する。
(7) As shown in Figure E, connect the new pipe with hoses inserted to the rear end of the excavator or the rear end of the pipe that follows the excavator.

接続は溶接、融着又は水封パツキング、ボル
ト締めなど公知の方法による。
Connections are made by known methods such as welding, fusion bonding, water seal packing, and bolting.

(8) 新管1本分の長さだけ掘進機を前進させる。
(掘削機に後続する新管も掘進機に牽引されて
前進し、地中に布設される) (9) 以後は手順(5)〜(8)を繰返す。
(8) Move the excavator forward by the length of one new pipe.
(The new pipe following the excavator is also towed by the excavator and laid underground.) (9) After that, repeat steps (5) to (8).

(10) 掘進機が到達立坑に到達して所望の本数だけ
新管を砕いた旧管の中へ挿通し終ると、掘進機
の後端において、掘進機に接続されているエア
ホース、油圧ホースを掘進機から取りはずす。
(10) When the excavator reaches the reaching shaft and has inserted the desired number of new pipes into the crushed old pipes, connect the air hose and hydraulic hose connected to the excavator at the rear end of the excavator. Remove from the excavator.

(11) 発進立坑のホースリールで新管列内に挿通さ
れているホース類を巻き取る。
(11) Wind up the hoses inserted into the new pipe row with the hose reel in the starting shaft.

本願の特徴は、好ましくは地上においてホース
リールに巻き取られているエアホースが掘削機の
前進と同調して繰り出され、置換されるべき短い
新管の管内へどう挿通するかにある。その他、図
において示すように油圧ユニツトから掘削機の後
端に油圧を与える給油管8を油圧ユニツト9から
新管内を挿通する必のある場合もある。この場
合、掘削機の後端に取付けられる新管は、第1図
のようにスリツトSを有するから、このスリツト
Sを通じてエアホースや給油管を管内に嵌入し、
嵌入したのち溶接又は融着すればよい。好ましく
は、ボルトなどによつて、嵌入時にはスリツトS
を押し広げ、溶接又は融着時にはスリツト部を圧
着する方法が考えられ、作業をより容易に行うこ
とができる。鋼管の場合は発進坑内の自動溶接機
10によつて容易に溶接でき、熱可塑性プラスチ
ツク(ポリエチレン管)の場合は熱板(電気ヒー
タ220℃前後)を押し当てつつスリツト部に圧着
力を加えると容易に融着する。
A feature of the present application is how the air hose, preferably wound on a hose reel on the ground, is unwound in synchronization with the advance of the excavator and inserted into the pipe of the short new pipe to be replaced. In addition, as shown in the figure, there may be cases where it is necessary to insert the oil supply pipe 8 from the hydraulic unit 9 into the new pipe for supplying hydraulic pressure from the hydraulic unit to the rear end of the excavator. In this case, the new pipe installed at the rear end of the excavator has a slit S as shown in Figure 1, so the air hose and oil supply pipe are inserted into the pipe through the slit S.
After fitting, it may be welded or fused. Preferably, the slit S is formed when the bolt is inserted.
A possible method is to press the slit portions apart during welding or fusion, making the work easier. In the case of steel pipes, it can be easily welded using the automatic welding machine 10 in the starting shaft, and in the case of thermoplastic plastics (polyethylene pipes), it can be welded by pressing a hot plate (electric heater at around 220°C) and applying pressure to the slit part. Easily fused.

〔発明の効果〕〔Effect of the invention〕

本願は前記の構成と作用を果すから、管路全体
に亘る長い新管の管内にエアホースなど所望の管
類を最初から挿通する必要がない。したがつて、
工事に必要な作業スペースが狭小で済み、作業性
や道路交通の支承が少なくて済む。
Since the present invention achieves the above-described structure and operation, there is no need to insert desired pipes such as an air hose into the long new pipe extending over the entire pipe line from the beginning. Therefore,
The work space required for construction is small, and the work efficiency and road traffic support are reduced.

新管は剛性のある中口径管の場合にとくに実施
上のメリツトがあり、短く分割した管の運搬は容
易であり、発進坑の規模も小くて済むから経済性
においてもメリツトが大きい。
New pipes have practical advantages, especially in the case of rigid medium-diameter pipes, and are also advantageous in terms of economy, since the pipes can be cut into short lengths and transported easily, and the scale of the starting shaft can be small.

また、ホースリールに巻き取られているエアホ
ースが掘削機の前進と同調して繰り出されるた
め、作業スペースが狭小で済むと共に作業性も向
上する。またエアハンマへの送気が停止されるこ
ともない。
Furthermore, since the air hose wound around the hose reel is unwound in synchronization with the forward movement of the excavator, the work space can be reduced and work efficiency is improved. Furthermore, the air supply to the air hammer is not stopped.

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

第1図は本願実施例を示す斜視図、第2図イは
本願実施中の工事を示す正面断面図、同図ロ〜ホ
は工事の手順を示す斜視図、第3図から第5図は
従来の技術の実施例を示す正面図または正面断面
図、第6図は従来技術の一般的施工例を説明する
正面断面図。 1……旧管、2……新管、3……掘削機、7…
…エアホース、S……新管のスリツト。
Figure 1 is a perspective view showing the embodiment of the present application, Figure 2 A is a front sectional view showing the construction work being carried out in the present application, Ro to Ho are perspective views showing the construction procedure, and Figures 3 to 5 are FIG. 6 is a front view or front sectional view showing an example of a conventional technique; FIG. 6 is a front sectional view illustrating a general construction example of the conventional technique. 1... Old pipe, 2... New pipe, 3... Excavator, 7...
...Air hose, S...New pipe slit.

Claims (1)

【特許請求の範囲】[Claims] 1 地中に埋設された既設の本管(以下「旧管」
という)より大きい外径の胴部を有する掘削機の
後端に新しい本管または新しい本管の保護スリー
ブとして役立つライナ(以下「新管」という)を
取付け、掘削機の前部を前方より牽引すると共
に、該新管の管内を挿通するエアホースを介して
後方より送る圧気により、掘削機内のエアハンマ
を作動して掘削機と新管とが共に前進して掘削機
の先端が旧管内へ入り込み、これを破砕しつつ空
隙をおしひろげて旧管を新管と取り替える方法に
おいて、とりつけ前の前記新管に軸方向と平行な
スリツトを貫通しておき、まづ発進坑内から旧管
内へ向け掘削機を取り付けて破砕しつつ水平に前
進し、該掘削機の後尾に連結したエアホースを前
記のスリツトにより新管の管内へ嵌入した後、新
管は該スリツトを溶接又は融着して掘削機後端に
取付け、掘削機と新管とが地中を水平に前進して
該新管の後端が地中へ潜入する前にエアホースを
スリツトから通過して管内へ嵌入した次の新管を
続け、該新管はスリツトを溶接又は融着して先行
する新管の後端に接続し、以下当該手順を繰返し
て新管を連続的に接続して新しい管路を形成した
のちエアホースを管路から抜き去ることを特徴と
する旧管を新管と取り替える方法。
1. Existing main pipes buried underground (hereinafter referred to as “old pipes”)
A new main pipe or a liner that serves as a protective sleeve for the new main pipe (hereinafter referred to as "new pipe") is attached to the rear end of the excavator, which has a body with a larger outer diameter (hereinafter referred to as "new pipe"), and the front part of the excavator is towed from the front. At the same time, the air hammer inside the excavator is actuated by the pressure air sent from behind through the air hose inserted into the new pipe, so that the excavator and the new pipe move forward together, and the tip of the excavator enters into the old pipe. In the method of replacing the old pipe with a new pipe by expanding the gap while crushing the new pipe, a slit parallel to the axial direction is penetrated through the new pipe before installation, and the first step is to drill from inside the starting hole into the old pipe. The machine is attached and moves forward horizontally while crushing, and the air hose connected to the rear of the excavator is inserted into the new pipe through the slit.The new pipe is attached to the back of the excavator by welding or fusing the slit. The excavator and the new pipe move horizontally underground, and before the rear end of the new pipe enters the ground, the air hose passes through the slit and continues to the next new pipe that is inserted into the pipe. The new pipe is connected to the rear end of the preceding new pipe by welding or fusing the slit, and the procedure is repeated to connect the new pipes continuously to form a new pipe line, and then connect the air hose to the pipe line. A method of replacing an old pipe with a new one, which involves removing it from the pipe.
JP61159185A 1986-07-07 1986-07-07 Method of replacing existing main pipe with novel main pipe Granted JPS6313988A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61159185A JPS6313988A (en) 1986-07-07 1986-07-07 Method of replacing existing main pipe with novel main pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61159185A JPS6313988A (en) 1986-07-07 1986-07-07 Method of replacing existing main pipe with novel main pipe

Publications (2)

Publication Number Publication Date
JPS6313988A JPS6313988A (en) 1988-01-21
JPH0326308B2 true JPH0326308B2 (en) 1991-04-10

Family

ID=15688170

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61159185A Granted JPS6313988A (en) 1986-07-07 1986-07-07 Method of replacing existing main pipe with novel main pipe

Country Status (1)

Country Link
JP (1) JPS6313988A (en)

Also Published As

Publication number Publication date
JPS6313988A (en) 1988-01-21

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