JPS63254026A - Technique for repairing pipeline - Google Patents

Technique for repairing pipeline

Info

Publication number
JPS63254026A
JPS63254026A JP62088955A JP8895587A JPS63254026A JP S63254026 A JPS63254026 A JP S63254026A JP 62088955 A JP62088955 A JP 62088955A JP 8895587 A JP8895587 A JP 8895587A JP S63254026 A JPS63254026 A JP S63254026A
Authority
JP
Japan
Prior art keywords
pipe
bypass
upstream
repairing
downstream
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
JP62088955A
Other languages
Japanese (ja)
Inventor
Yasuhiro Wakagi
若木 康弘
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.)
TOUBU KURIINAA SERVICE KK
Original Assignee
TOUBU KURIINAA SERVICE KK
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 TOUBU KURIINAA SERVICE KK filed Critical TOUBU KURIINAA SERVICE KK
Priority to JP62088955A priority Critical patent/JPS63254026A/en
Publication of JPS63254026A publication Critical patent/JPS63254026A/en
Pending legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Pipe Accessories (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
  • Sink And Installation For Waste Water (AREA)

Abstract

PURPOSE:To permit the sending of the upstream side liquid of a repairing pipe to downstream side through the repairing pipe during the period of repairing work of the repairing pipe, by a method wherein a passage, communicating an upstream side pipeline with a downstream side pipeline through plug members provided in both of the pipelines, is provided through the inside of a flexible pipe. CONSTITUTION:In pipeline repairing work, in which thermosetting resin, applied into a sheath pipe 2, is cured by heat and a rigid lining pipe is formed in a repairing pipe 11b, drainage in the upstream pipe 11a of a drainage pipe 11 is sucked by the suction 20a of a bypass pump 20 through the pipe 14a of an air plug 14 and a bypass hose 19 by the bypass pump 20, further, the drainage arrives at a pipe 15a of the air plug 15 from the delivery 20b of the bypass pump 20 through an upstream side bypass hose 6, provided through the inside of a flexible pipe 1 advanced while being turned in the repairing pipe 11b, a fitting 4 for changing water and a downstream side bypass hose (passage) 7, thereafter, is sent into a downstream pipe 11c from said pipe 15a. Accordingly, the repairing works can be carried out without exposing the bypass hose or the like on the ground.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、上、下水道管、トンネル、各種導管等の老朽
化した管路の補修工法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a repair method for aging pipes such as water and sewer pipes, tunnels, and various conduits.

(従来の技術) 地下に埋設された上、下水道管、トンネル、その他各種
導管等の管路か老朽化した場合、これら管路を掘り返す
ことなく補修する工法がすでに実用に供されている(例
えば、特公昭55−43890号、特公昭58−396
46号公報参照)、。
(Prior art) When conduits buried underground, such as sewer pipes, tunnels, and other conduits become obsolete, there are already methods in practical use for repairing these conduits without digging them up (for example, , Special Publication No. 55-43890, Special Publication No. 58-396
(See Publication No. 46).

これらの工法は硬化性樹脂含浸層を有する可撓性管を用
いて、老朽化した管路内に剛性内張り管を形成するもの
である。ところで、このような工法を地下埋設の管路、
に施工する場合、剛性内張り管を形成する管路、すなわ
ち、補修する区間の管路(以下補修管という)を流れる
流体をストップしなければならず、この補修管の上流側
と下流側とを接続するバイパスホースを設置するバイパ
ス工法か必要と成る。このバイパス工法は次のようにし
て施工される。まず、補修管の上流側及び下流側管路に
流体を止める栓部材を液密に夫々設ける。次に、この上
流側栓部材によって上流側管路内に貯った流体を地上に
送るべく上流側栓部材と地上に設置されたバイパスポン
プのサクション側との間にバイパスホースを接続する。
These construction methods use flexible pipes with a curable resin-impregnated layer to form rigid lined pipes within aging pipelines. By the way, this construction method is used for underground pipes,
When carrying out construction work, it is necessary to stop the fluid flowing through the pipe line that forms the rigid lined pipe, that is, the pipe line in the section to be repaired (hereinafter referred to as the repair pipe), and the upstream and downstream sides of the repair pipe must be stopped. A bypass method is required to install a connecting bypass hose. This bypass construction method is constructed as follows. First, plug members for stopping fluid are provided in the upstream and downstream channels of the repair pipe in a liquid-tight manner. Next, a bypass hose is connected between the upstream plug member and the suction side of the bypass pump installed on the ground so that the upstream plug member sends the fluid stored in the upstream conduit to the ground.

更に、バイパスポンプのデリベリ側と下流側栓部材との
間には、地上を通したバイパスホースか接続される。
Further, a bypass hose passing above ground is connected between the delivery side of the bypass pump and the downstream plug member.

そして、上流側管路内に貯った液体をバイパスポンプに
て、これら地上を通したバイパスホースを介して下流側
管路内に送る。
Then, the liquid stored in the upstream pipe is sent to the downstream pipe by a bypass pump through these bypass hoses that pass above ground.

(発明か解決しようとする問題点) しかしながら、このようなバイパス工法はバイパスホー
スか地上を通るため、種々の不都合が生しる。すなわち
、バイパスホースは地上を通るのて、近くに道路及び民
家等がある場合交通の妨げとなったり、バイパスホース
の損傷により衛生面等の安全性に不安が生じたりする。
(Problems to be Solved by the Invention) However, in this bypass construction method, various inconveniences arise because the bypass hose passes through the ground. That is, since the bypass hose passes above the ground, it may obstruct traffic if there are roads or private houses nearby, and damage to the bypass hose may cause concerns about safety, such as hygiene.

又、補修管か線路、河川等の下を通っているような場合
は、線路上にバイパスホースを通すことか出来なかった
り、河川等にバイパスホースを渡すことか施工上困難で
あるなどの問題か生ずる。
In addition, if the repaired pipe passes under railway lines, rivers, etc., there are problems such as it is impossible to pass the bypass hose over the railway, or it is difficult to pass the bypass hose over the river etc. will occur.

本発明は上記事情に鑑みてなされたものて、補修管の補
修工事期間中てあっても、補修管の下流側の流体を補修
管内を通して下流側に送ることか可能な管路補修工法を
提供することを目的とする。
The present invention has been made in view of the above circumstances, and provides a pipeline repair method that allows fluid on the downstream side of the repaired pipe to be sent downstream through the repaired pipe even during the repair work of the repaired pipe. The purpose is to

(問題点を解決するための手段〉 上記問題点を解決するため、本発明の管路補修工法は、
硬化性樹脂含浸層を有する可撓性管を用いて管路内に剛
性内張り管を形成する管路補修工法において、前記剛性
内張り管を形成する管路の上流側管路及び下流側管路に
これら両管路内の流体を止める栓部材を夫々設け、これ
ら角管路間を両社部材を介して、連通ずる通路を前記可
撓性管内に通して設け、前記上流側管路内の流体を前記
通路を介して前記下流側管路内に流下するようにしたも
のである。
(Means for solving the problems) In order to solve the above problems, the pipeline repair method of the present invention
In a pipe repair method that uses a flexible pipe having a curable resin-impregnated layer to form a rigid lined pipe in the pipe, the upstream pipe and the downstream pipe of the pipe forming the rigid lined pipe are Plug members are provided to stop the fluid in both of these pipes, and a passage is provided in the flexible pipe to communicate between these square pipes through the two company members, and the fluid in the upstream pipe is closed. It is configured to flow down into the downstream pipe line via the passage.

(作用) 上記構成によれば、、硬化性樹脂含浸層を有する可撓性
管を用いて管路内に剛性内張り管を形成する管路補修工
事中、上流側管路内の流体は両社部材及び可撓性管内を
通して設けられた通路を介して下流側管路内に流下する
(Function) According to the above configuration, during the pipe repair work in which a rigid lined pipe is formed in the pipe using a flexible pipe having a curable resin impregnated layer, the fluid in the upstream pipe is and flows down into the downstream pipe line via a passage provided through the flexible pipe.

(実施例) 以下、本発明の実施例を添付図面に基づいて詳述する。(Example) Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

第1図は本発明の管路補修工法において使用される硬化
性樹脂含浸層を有する可撓性管を示す断面図、第2図は
第1図のII−II線に沿う断面図である。両図におい
て、1は硬化性樹脂含浸層を有する可撓性管(以下単に
可撓性管という)を示し、該可撓性管1は、フェルト等
の樹脂含浸層を有して熱硬化性樹脂を含浸したさや管2
と、該さや管2の外周の略全周にわたり囲繞され、且つ
流体に対して不透過性を有する保護管3とから成る。尚
、さや管2には、第2図に示すように屈曲部2aか形成
され、この屈曲部2aは、可撓性管lか後述の下水道管
11内を裏返されつつ前進する時に、外側となるさや管
2を内側となる保護管3よりも径を大きくして、裏返し
易いようにするために設けられたものである。
FIG. 1 is a sectional view showing a flexible pipe having a curable resin-impregnated layer used in the pipeline repair method of the present invention, and FIG. 2 is a sectional view taken along line II--II in FIG. 1. In both figures, 1 indicates a flexible tube having a curable resin-impregnated layer (hereinafter simply referred to as flexible tube), and the flexible tube 1 has a thermosetting resin-impregnated layer such as felt. Resin-impregnated sheath tube 2
and a protective tube 3 that surrounds the sheath tube 2 over substantially the entire outer periphery and is impermeable to fluids. Incidentally, the sheath pipe 2 is formed with a bent part 2a as shown in FIG. 2, and this bent part 2a is formed on the outside when the flexible pipe 1 moves forward inside the sewer pipe 11, which will be described later, while being turned inside out. This is provided to make the inner sheath tube 2 larger in diameter than the inner protection tube 3 so that it can be easily turned over.

前記可撓性管1の一端部1aには、水替用金具4かシー
ルクランプ5によって液密に強固に取り付けられている
。該水替用金具4の一端部4aには、上流側バイパスホ
ース(通路)6か液密に強固に取り付けられ、他端部4
bには下流側バイパスホース(通路)7か液密に強固に
取り付けられている。又、前記可撓性管1の一端部1a
にはローブ8と温水管9が取り付けられるU*型をした
取付部材lOとが固定されている。
The flexible tube 1 is firmly attached to one end 1a in a liquid-tight manner by a water change fitting 4 or a seal clamp 5. An upstream bypass hose (passage) 6 is firmly and liquid-tightly attached to one end 4a of the water change fitting 4, and the other end 4
A downstream bypass hose (passage) 7 is firmly attached to b in a liquid-tight manner. Further, one end portion 1a of the flexible tube 1
A U*-shaped mounting member lO to which the lobe 8 and the hot water pipe 9 are attached is fixed to.

第3図は本発明の管路補修工法を適用する下水道管の敷
設状態を示す断面図で下水道管(管路)11は、上流側
下水道管(以下、単に上流管という)11aと補修下水
道管(以下、単に補修管という)llbと下流側下水道
管(以下、単に下流管という)llcとから成る。この
上流管11aと補修管11bとの間及び補修管11bと
下流管11cとの間にはマンホール12及び13か配設
されている。
FIG. 3 is a cross-sectional view showing the installation state of a sewer pipe to which the pipe repair method of the present invention is applied, and the sewer pipe (pipe line) 11 is composed of an upstream sewer pipe (hereinafter simply referred to as an upstream pipe) 11a and a repair sewer pipe. It consists of a llb (hereinafter simply referred to as a repair pipe) and a downstream sewer pipe (hereinafter simply referred to as a downstream pipe) llc. Manholes 12 and 13 are provided between the upstream pipe 11a and the repair pipe 11b and between the repair pipe 11b and the downstream pipe 11c.

上述のような下水道管11の補修管11bを補修するに
は、まず、上流管11aの下流端側及び下流管11cの
上流端側に流れ方向略中心にバイブ14a及び15aが
取り付けられたエアープラグ(栓部材)14及び15を
夫々設ける。このエアープラグ14及び15には、高圧
エアーかエアー配管16及び17を介してコンプレッサ
ー18によって送られ、このエアープラグ14及び15
は上流管11a内及び下流管11C内の下水か補修管1
1b内に流れないようになっている。そして、エアープ
ラグ14のパイプ14aはバイパスホース19(通路)
によって地上GLに設置されたバイパスポンプ20のサ
クション20aに接続され、該バイパスポンプ20のデ
リベリ20bは前記上流側バイパスホース6に接続され
る。更に、前記下流側バイパスホース7はエアープラグ
15のパイプ15aに接続される。すなわち、前記上流
管11aと下流管11cとの間はバイパスホース19と
バイパスポンプ20と前記可撓性管1内を通して設けら
れる上流及び下流側バイパスホース6及び7とによって
連通されている。この状態において、前記可撓性管lは
、これの他端部1b側からインバージョンパイプ21内
及び剛性を有するガイドパイプ22内を貫通して、これ
の他端部1bか折り返されて該ガイドパイプ22の一端
外周面を包む。この折り返し部分にはシールクランプ2
3か取り付けられ、このシールクランプ23によって可
撓性管lの他端部1bとガイドバイブ22とは液密に強
固に取り付けられる。
In order to repair the repair pipe 11b of the sewer pipe 11 as described above, first, air plugs with vibrators 14a and 15a are attached to the downstream end of the upstream pipe 11a and the upstream end of the downstream pipe 11c approximately in the center in the flow direction. (Plug members) 14 and 15 are provided, respectively. High pressure air is sent to the air plugs 14 and 15 by a compressor 18 via air pipes 16 and 17.
is the sewage in the upstream pipe 11a and the downstream pipe 11C or the repair pipe 1
It is designed so that it does not flow into 1b. The pipe 14a of the air plug 14 is a bypass hose 19 (passage).
The delivery 20b of the bypass pump 20 is connected to the upstream bypass hose 6. Further, the downstream bypass hose 7 is connected to a pipe 15a of the air plug 15. That is, the upstream pipe 11a and the downstream pipe 11c are communicated by a bypass hose 19, a bypass pump 20, and upstream and downstream bypass hoses 6 and 7 provided through the flexible pipe 1. In this state, the flexible tube l passes through the inversion pipe 21 and the rigid guide pipe 22 from the other end 1b side, and is folded back from the other end 1b to guide the guide pipe 22. Wraps the outer peripheral surface of one end of the pipe 22. Seal clamp 2 is attached to this folded part.
3 is attached, and by this seal clamp 23, the other end 1b of the flexible tube 1 and the guide vibe 22 are firmly attached in a liquid-tight manner.

次にインバージョンパイプ21に給水ユニットAにより
水を注入すると、水圧により可撓管1は補修管11b内
に裏返されつつ前進しく第3図中右方向に)、この際、
可撓性管lか急速に裏返され前進しないようにロープ8
にて制動して、可撓性y1か破れない、ようにしている
。そして、可撓性er!lか補修管11b内に挿入し終
ると、次にインバージョンパイプ21内の水を水中ポン
プ24にてホース25を介してボイラー車26の受水口
に送り、該ボイラー車26にて設定温度の熱水とされて
、この熱水はボイラー車26の給湯口から前記温水管9
を介して可撓性管l内に送られる。
Next, when water is injected into the inversion pipe 21 by the water supply unit A, the flexible pipe 1 is turned over inside the repair pipe 11b and moved forward (toward the right in FIG. 3) due to the water pressure.
Rope 8 to prevent the flexible tube from rapidly turning over and moving forward.
The brake is applied to prevent the flexibility y1 from breaking. And flexible! When the water in the inversion pipe 21 has been inserted into the repair pipe 11b, the water in the inversion pipe 21 is sent to the water inlet of the boiler car 26 via the hose 25 by the submersible pump 24, and the boiler car 26 is heated to the set temperature. This hot water is converted into hot water and flows from the hot water supply port of the boiler car 26 to the hot water pipe 9.
into the flexible tube l.

こうして可撓性管l内の冷水か温められ、この結果、さ
や管2に含浸された熱硬化性樹脂か熱硬化して補修管1
1b内に剛性内張り管を形成する。
In this way, the cold water inside the flexible tube 1 is heated, and as a result, the thermosetting resin impregnated in the sheath tube 2 is thermosetted and the repaired tube 1 is heated.
A rigid lined tube is formed within 1b.

なお、27は浮子を示し、この浮子27は上流側バイパ
スホース6に取り付けられ、該上流側バイパスホース6
かさや管2内に浮いた状態を保持して上流側バイパスホ
ース6内を流れる下水によってさや管2に含浸された熱
硬化性樹脂を冷し、熱硬化性樹脂か熱硬化するのを妨げ
ないようにするためである。
Note that 27 indicates a float, and this float 27 is attached to the upstream bypass hose 6, and the float 27 is attached to the upstream bypass hose 6.
The thermosetting resin impregnated in the sheath pipe 2 is cooled by the sewage water flowing inside the upstream bypass hose 6 while being kept floating in the sheath pipe 2, and does not prevent the thermosetting resin from thermosetting. This is to ensure that.

上述のような管路補修工事中、下水道管11の上流管1
1a内の下水は、バイパスポンプ20によって、エアー
プラグ14のパイプ14a及びバイパスホース19を介
してバイパスポンプ20のサクション20aに吸引され
、更に、下水はバイパスポンプ20のデリベリ20bか
ら補修管11b内に裏返されつつ前進する可撓性管l内
に通して設けられている上流側バイパスホース6、水替
用金具4及び下流側バイパスホース(通路)7を介して
エアープラグ15のパイプ15aに到達し、該パイプ1
5aから下流管11cに送られる。従って、上述のよう
な管路補修工事中、バイパスホース等を地上に出すこと
なく、補修管11b内の補修工事を行うことができる。
During the pipeline repair work as described above, the upstream pipe 1 of the sewer pipe 11
The sewage in 1a is sucked into the suction 20a of the bypass pump 20 by the bypass pump 20 via the pipe 14a of the air plug 14 and the bypass hose 19, and the sewage is further transferred from the delivery 20b of the bypass pump 20 into the repair pipe 11b. It reaches the pipe 15a of the air plug 15 via the upstream bypass hose 6, the water change fitting 4, and the downstream bypass hose (passage) 7, which are passed through the flexible pipe l that is turned upside down and advances. , the pipe 1
5a to the downstream pipe 11c. Therefore, during the pipe line repair work as described above, the repair work within the repair pipe 11b can be performed without bringing the bypass hose or the like above the ground.

尚、本実施例の説明では、7s3図中、前記水替用金具
4と前記パイプ15aとの間にバイパスホース7を接続
したものとして説明したが、前記下水道管11の径が小
さい場合バイパスホース7は水替用金具4とパイプ15
aとの間に接続しないて、すなわちバイパスポンプ20
を運転しないで上流管11a内の下水をエアープラグ1
4にて止めたままの状態て可撓性管lを第4図に示すよ
うに補修管11b内に挿入し終った後2バイパスホース
7を水替用金具4と5、エアープラグ14との間に接続
する。このあとバイパスポンプ20の運転を開始して、
上流管11a内の下水を下流管11c内に流下する。
In the explanation of this embodiment, the bypass hose 7 is connected between the water change fitting 4 and the pipe 15a in Fig. 7S3, but if the diameter of the sewer pipe 11 is small, the bypass hose is connected. 7 is water change fitting 4 and pipe 15
a, that is, the bypass pump 20
Do not operate the sewage in the upstream pipe 11a with the air plug 1.
After inserting the flexible pipe l into the repair pipe 11b as shown in FIG. Connect between. After that, start operating the bypass pump 20,
The sewage in the upstream pipe 11a flows down into the downstream pipe 11c.

又、第5図に示す実施例は、バイパスポンプ20を設け
ることなく、上流管11a内の下水を下流管11c内に
送るものである。すなわち、エアープラク14のパイプ
14aとガイドバイブ11に設けられた枝管30の一端
とをバイパスホース19によって接続し、該ガイドパイ
プ22内に位置する枝管30の他端は上流側バイパスホ
ース6によって、前記水替用金具4に接続される。
Further, in the embodiment shown in FIG. 5, the sewage in the upstream pipe 11a is sent into the downstream pipe 11c without providing the bypass pump 20. That is, the pipe 14a of the air plaque 14 and one end of the branch pipe 30 provided in the guide vibe 11 are connected by the bypass hose 19, and the other end of the branch pipe 30 located inside the guide pipe 22 is connected to the upstream bypass hose 6. It is connected to the water change fitting 4 by.

このように構成されているから、上流管11a内の下水
はパイプ14a、バイパスホース19.枝管30、上流
側バイパスホース6、水替用金具4、下流側バイパスホ
ース7及びエアープラグ15のパイプ15aを介して下
流管11c内に流下する。本実施例は下水道管11に充
分な動水勾配かある場合に適用され得るものである。
With this configuration, the sewage in the upstream pipe 11a is transferred to the pipe 14a, the bypass hose 19. It flows down into the downstream pipe 11c via the branch pipe 30, the upstream bypass hose 6, the water exchange fitting 4, the downstream bypass hose 7, and the pipe 15a of the air plug 15. This embodiment can be applied when the sewer pipe 11 has a sufficient hydraulic gradient.

(発明の効果) 以上詳述したように1本発明の管路補修工法は、剛性内
張り管を形成する管路の上流側管路及び下流側管路内に
これら両管路内の流体を止める栓部材を夫々設け、これ
ら両管路間を両枠部材を介して連通ずる通路な可撓性管
内に通して設け、前記上流側管路内の流体を前記通路を
介して前記下流側管路内に流下するようにしたものであ
る。
(Effects of the Invention) As detailed above, the pipe repair method of the present invention stops the fluid in both the upstream and downstream pipes of the pipe forming the rigid lined pipe. Plug members are respectively provided, and these two pipes are provided in a flexible pipe which is a passage communicating through both frame members, and the fluid in the upstream pipe is connected to the downstream pipe through the passage. It is designed to flow inside.

従って、可撓性管を用いて管路内に剛性内張り管を形成
する管路補修工事中に、上流側管路の流体を可撓性管内
に通して設けられた通路を介して下流側管路に流下する
ことが出来るため、上流側管路の流体を流下させる通路
を補修区間の管路外に出す必要かなく、交通の妨げとな
フたり、損傷に傷による2次災害が起きたりすることも
なく。
Therefore, during pipeline repair work in which a flexible pipe is used to form a rigid lined pipe inside the pipe, fluid in the upstream pipe is passed through the flexible pipe to the downstream pipe. Because it can flow down into the pipeline, there is no need to extend the passageway for the fluid in the upstream pipeline to the outside of the pipeline in the repaired section, which prevents traffic from being obstructed and secondary disasters due to damage and scratches. Without doing anything.

又、線路、河川などがあっても管路補修工事を容易に施
工することか可能となる等の効果を奏する。
Further, even if there are railroad tracks, rivers, etc., it is possible to easily perform conduit repair work.

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

図面は本発明の実施例を示すものて、第1図は本発明の
管路補修工法において使用される硬化性樹脂含浸層を有
する可撓性管を示す断面図、第2図は第1図のII−I
I線に沿う断面図、第3図は本発明の管路補修工法を適
用した下水道管の敷設状態を示す断面図、第4図は第3
図と回状の断面図、第5図は本発明の他の実施例を示す
切欠図である。 l・・・可撓性管、6,7.19・・・バイパスホース
(通路)、11・・・下水道管(管路)、lla・・・
上流側下水道管(上流側管路)、llb・・・補修下水
道管(剛性内張り管を形成する管路)、llc・・・下
流側下水道管(下流側管路)、14.15・・・エアー
プラグ(栓部材)。
The drawings show embodiments of the present invention, and FIG. 1 is a sectional view showing a flexible pipe having a curable resin impregnated layer used in the pipeline repair method of the present invention, and FIG. II-I
3 is a sectional view taken along line I, FIG.
FIG. 5 is a cutaway view showing another embodiment of the present invention. l... Flexible pipe, 6, 7.19... Bypass hose (passage), 11... Sewer pipe (pipe line), lla...
Upstream sewer pipe (upstream pipe), llb... repair sewer pipe (pipe forming a rigid lined pipe), llc... downstream sewer pipe (downstream pipe), 14.15... Air plug (plug member).

Claims (1)

【特許請求の範囲】[Claims] 硬化性樹脂含浸層を有する可撓性管を用いて管路内に剛
性内張り管を形成する管路補修工法において、前記剛性
内張り管を形成する管路の上流側管路及び下流側管路に
これら両管路内の流体を止める栓部材を夫々設け、これ
ら両管路間を両栓部材を介して連通する通路を前記可撓
性管内に通して設け、前記上流側管路内の流体を前記通
路を介して前記下流側管路内に流下するようにしたこと
を特徴とする管路補修工法。
In a pipe repair method that uses a flexible pipe having a curable resin-impregnated layer to form a rigid lined pipe in the pipe, the upstream pipe and the downstream pipe of the pipe forming the rigid lined pipe are A plug member is provided to stop the fluid in both of these pipes, and a passage is provided in the flexible pipe to communicate between the two pipes via the plug members, and the fluid in the upstream pipe is closed. A pipe repair method characterized in that the water flows down into the downstream pipe through the passage.
JP62088955A 1987-04-13 1987-04-13 Technique for repairing pipeline Pending JPS63254026A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62088955A JPS63254026A (en) 1987-04-13 1987-04-13 Technique for repairing pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62088955A JPS63254026A (en) 1987-04-13 1987-04-13 Technique for repairing pipeline

Publications (1)

Publication Number Publication Date
JPS63254026A true JPS63254026A (en) 1988-10-20

Family

ID=13957278

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62088955A Pending JPS63254026A (en) 1987-04-13 1987-04-13 Technique for repairing pipeline

Country Status (1)

Country Link
JP (1) JPS63254026A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6001212A (en) * 1996-03-25 1999-12-14 Insituform (Netherlands) B.V. Method for lining of lateral pipelines with flow-through apparatus
JP2009113256A (en) * 2007-11-05 2009-05-28 Ashimori Ind Co Ltd Lining method for existing pipe path
JP2012184811A (en) * 2011-03-07 2012-09-27 Ashimori Industry Co Ltd Method for repairing tubular channel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6001212A (en) * 1996-03-25 1999-12-14 Insituform (Netherlands) B.V. Method for lining of lateral pipelines with flow-through apparatus
JP2009113256A (en) * 2007-11-05 2009-05-28 Ashimori Ind Co Ltd Lining method for existing pipe path
JP2012184811A (en) * 2011-03-07 2012-09-27 Ashimori Industry Co Ltd Method for repairing tubular channel

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