JPH09234422A - Method for partially repairing existing pipeline - Google Patents

Method for partially repairing existing pipeline

Info

Publication number
JPH09234422A
JPH09234422A JP8046324A JP4632496A JPH09234422A JP H09234422 A JPH09234422 A JP H09234422A JP 8046324 A JP8046324 A JP 8046324A JP 4632496 A JP4632496 A JP 4632496A JP H09234422 A JPH09234422 A JP H09234422A
Authority
JP
Japan
Prior art keywords
resin
lining
pig
tube
opening
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.)
Granted
Application number
JP8046324A
Other languages
Japanese (ja)
Other versions
JP3556041B2 (en
Inventor
Shigeru Toyoda
繁 豊田
Shuichi Yagi
秀一 八木
Masaaki Itagaki
正明 板垣
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 JP04632496A priority Critical patent/JP3556041B2/en
Publication of JPH09234422A publication Critical patent/JPH09234422A/en
Application granted granted Critical
Publication of JP3556041B2 publication Critical patent/JP3556041B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Application Of Or Painting With Fluid Materials (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method for partially repairing an existing pipe which transports a required amt. of resin to the required point (corroding point) of the pipeline and forms a lining resin film at the required point. SOLUTION: A lining pig 3, the lining resin A and a resin transporting pig 5 are successively introduced into the pipe of the existing pipeline 1 from a first aperture 1A and a fluid pressure is added via a tube 6 under inversion to transport the resin, etc., forward. The fluid for transporting the resin is thereafter sucked and discharged outside the pipe from the first aperture 1a and the tube 6 is recovered outside the pipe while the tube is inverted in the direction reverse from the direction described above, by which the resin transporting pig 5, the resin A and the lining pig 3 are moved toward the first aperture 1a, by which the resin is applied on the inside surface of the pipe before and behind a leaking point h.

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、既設管路の特定部分
に、樹脂ライニング膜を形成して補修する既設管路の部
分補修工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for partially repairing an existing pipeline by forming a resin lining film on a specific portion of the existing pipeline for repair.

【0002】[0002]

【従来の技術】従来、長年の敷設により腐食している管
路の更生修理工法として様々な工法が提案されている。
このような工法の一例として、例えば既設管路全長に亘
って、樹脂ライニングを施し、管路内壁面に樹脂ライニ
ング膜を形成する工法や、管路内に内張りチューブを導
入して、管路内壁面にチューブ層を設ける等の工法があ
る。
2. Description of the Related Art Conventionally, various construction methods have been proposed as a method for rehabilitating pipes that have been corroded by laying for many years.
As an example of such a construction method, for example, a method of applying a resin lining over the entire length of the existing pipeline and forming a resin lining film on the inner wall surface of the pipeline, or introducing an lining tube into the pipeline, There are construction methods such as providing a tube layer on the wall surface.

【0003】しかしながら、上述した工法はいずれも管
路の所定箇所に開口部を設け、この開口部から補修が開
始される。しかし、住宅事情または道路事情から補修し
たい箇所の付近に作業用の開口部を設けられることは少
なく、腐食箇所以外の健全な管路を含めて補修している
ことが多い。この場合、樹脂またはチューブの大半が無
駄になってしまい、作業コストが割高になってしまう。
However, in any of the above-mentioned construction methods, an opening is provided at a predetermined position of the pipeline, and repair is started from this opening. However, it is rare that an opening for work is provided near a portion to be repaired due to housing or road conditions, and repair is often performed including a sound pipeline other than the corroded portion. In this case, most of the resin or tube is wasted, and the work cost becomes high.

【0004】上述のような不具合を解消する工法とし
て、管路の開口部より樹脂供給ホースを備えた樹脂噴射
ノズルを管路内に挿入し、該ノズルを管路内の所要箇所
(腐食箇所)まで移動させ、その後ノズルより樹脂を管
路内壁面に吹き付けて補修する工法が用いられている。
As a method of solving the above-mentioned problems, a resin injection nozzle equipped with a resin supply hose is inserted into the pipeline from the opening of the pipeline, and the nozzle is placed at a desired location (corrosion location) in the pipeline. A method is used in which the resin is sprayed from the nozzle onto the inner wall surface of the pipeline to repair it.

【0005】[0005]

【発明が解決しようとする課題】ところで、上述の工法
の場合、ノズルを移動させる距離が長距離の場合、樹脂
供給ホースの長さに限界があり、ノズルを管路内の所要
箇所(腐食箇所)まで移動できない問題点がある。さら
に、挿通する管路にエルボ等の曲がり部が多い場合に、
ノズルが曲がり部に引掛かってしまい、挿通性に問題が
ある。
By the way, in the case of the above-mentioned construction method, when the distance to move the nozzle is long, the length of the resin supply hose is limited, and the nozzle is required to be located at a desired location (corrosion location) in the pipeline. There is a problem that you cannot move to. In addition, when there are many bends such as elbows in the pipeline to be inserted,
The nozzle is caught in the bent portion, and there is a problem in insertability.

【0006】本発明は、上記の問題点を解決するために
案出されたものであり、管路の所要箇所(腐食箇所)に
必要量の樹脂を搬送させ、該必要個所にライニング樹脂
膜を形成する既設管路の部分補修工法を提供することを
目的とする。
The present invention has been devised in order to solve the above-mentioned problems, in which a required amount of resin is conveyed to a required location (corrosion location) of a pipeline, and a lining resin film is provided at the required location. It is intended to provide a method for partially repairing an existing pipeline to be formed.

【0007】[0007]

【課題を解決するための手段】上記した目的を達成する
ために、本発明は、既設管路の所要箇所を部分的に補修
する既設管路の部分補修工法において、前記既設管路の
端部開口部より管内にライニングピグ,必要量のライニ
ング樹脂,樹脂搬送ピグとを順次導入し、該樹脂搬送ピ
グより後段に、一端が前記開口部に固定された内張りチ
ューブを裏返しに反転させた状態で管内に挿入し、前記
内張りチューブ内に流体圧を付加し、その加圧作用によ
りチューブの反転折返し部を管内に沿って前進させると
共に、該チューブの反転折返し部にて前記ライニングピ
グ,ライニング樹脂,樹脂搬送ピグを管路の所要箇所ま
で移送し、移送完了後に前記内張りチューブを回収する
と共に、前記ライニングピグ,ライニング樹脂,樹脂搬
送ピグを前記開口部側へ向けて移動させ、前記管路の所
要箇所にライニング膜を形成するようにしたことを特徴
とする。
In order to achieve the above-mentioned object, the present invention provides a method for partially repairing an existing pipeline by partially repairing a required portion of the existing pipeline. A lining pig, a required amount of lining resin, and a resin carrying pig were sequentially introduced into the pipe through the opening, and the lining tube having one end fixed to the opening was turned upside down after the resin carrying pig. It is inserted into a pipe, a fluid pressure is applied to the inside of the lining tube, and the pressurizing action advances the reversing folded portion of the tube along the pipe, and at the reversing folded portion of the tube, the lining pig, the lining resin, The resin carrying pig is transferred to a required position in the pipeline, and after the transfer is completed, the lining tube is recovered, and the lining pig, the lining resin, and the resin carrying pig are opened. It is moved towards the side, characterized in that so as to form a lining layer to the required position of the conduit.

【0008】また、作業区間となる一方側に第1開口部
と他方側に第2開口部とを有する既設管路に対し、前記
作業区間内に生起する漏洩箇所を補修する既設管路の部
分補修工法において、前記第2開口部に、前記作業区間
内に所要の圧力を付加するポンプ手段と,前記作業区間
内の圧力を検出する圧力検出手段とを気密に連通し、前
記第1開口部より管内にライニングピグ,必要量のライ
ニング樹脂,樹脂搬送ピグとを順次導入し、該樹脂搬送
ピグより後段に、一端が第1開口部に固定された可撓性
チューブを裏返しに反転させた状態で管内に挿入し、前
記内張りチューブ内に流体圧を付加し、その加圧作用に
よりチューブの反転折返し部を管内に沿って順次前進さ
せると共に、該チューブの反転折返し部にて前記ライニ
ングピグ,ライニング樹脂,樹脂搬送ピグを前記第1開
口部側から第2開口部側へ向けて前記作業区間内を順次
移動させ、作業区間決定後に、前記ポンプ手段を駆動
し、前記作業区間内に所定の圧力を付加し、前記圧力検
出手段により管路内の気密が確認された後、前記内張り
チューブを回収すると共に、前記ライニングピグ,ライ
ニング樹脂,樹脂搬送ピグを前記第1開口部側へ向けて
移動させ、前記漏洩箇所付近にライニング膜を形成する
ようにしたことを特徴とする。
[0008] Further, in contrast to an existing pipeline having a first opening on one side and a second opening on the other side, which is a working section, a portion of the existing pipeline for repairing a leak point occurring in the working section. In the repairing method, a pump means for applying a required pressure in the working section and a pressure detecting means for detecting the pressure in the working section are air-tightly communicated with the second opening to form the first opening. A state in which a lining pig, a required amount of lining resin, and a resin carrying pig are successively introduced into the pipe, and the flexible tube having one end fixed to the first opening is turned upside down after the resin carrying pig. Fluid pressure is applied to the lining tube by means of the pressurizing action, and the reversing folded-back portion of the tube is sequentially advanced along the inside of the pipe, and the lining pig, liner The resin and the resin conveying pig are sequentially moved from the first opening portion side toward the second opening portion side in the working section, and after the working section is determined, the pump means is driven to make a predetermined movement in the working section. After applying pressure and confirming the airtightness in the pipeline by the pressure detecting means, the lining tube is recovered and the lining pig, the lining resin, and the resin conveying pig are moved toward the first opening side. The lining film is formed in the vicinity of the leaked portion.

【0009】さらに、上記樹脂搬送ピグは、少なくと管
路内径より大きい外径を有し、変形自在なスポンジ材で
形成されていることを特徴とする。
Further, the resin carrying pig is characterized in that it has an outer diameter at least larger than the inner diameter of the conduit and is made of a deformable sponge material.

【0010】またさらに、上記チューブには、既設管内
への挿入量が検出できる挿入量検出手段が設けられ、該
チューブは、柔軟性を有するエラストマ層で形成されて
いる一層構造のチューブであることを特徴とする。
Further, the above-mentioned tube is provided with an insertion amount detecting means capable of detecting the insertion amount into the existing pipe, and the tube is a one-layer structure tube formed of a flexible elastomer layer. Is characterized by.

【0011】さらにまた、上記ライニングピグと上記樹
脂搬送ピグとは可撓性を有する連結材で連結されている
ことを特徴とする。
Furthermore, the lining pig and the resin carrying pig are connected by a flexible connecting member.

【0012】[0012]

【作用】上述した請求項1記載の部分補修工法によれ
ば、ライニングピグ,ライニング樹脂,樹脂搬送ピグ
を、内張りチューブの管路内進行に伴う押作用よって管
路内の所要箇所(腐食箇所)まで搬送するようにしてい
る。この際、前記内張りチューブは、管路内への挿通性
がよく、特にエラストマ層で形成されている一層構造の
チューブを用いた場合には、柔軟性に富むことから、エ
ルボ等の曲がり部の多い管路に対しても十分な挿通性を
有するため、ライニングピグ,ライニング樹脂,樹脂搬
送ピグを適正に移送することができる。さらにチューブ
に挿入量検出手段を設けた場合、ライニングピグ,ライ
ニング樹脂,樹脂搬送ピグの位置を把握することがで
き、該ライニングピグ,ライニング樹脂,樹脂搬送ピグ
を腐食箇所まで正確に移送することができる。
According to the partial repairing method of the above-mentioned claim 1, the lining pig, the lining resin, and the resin conveying pig are pushed by the advancing of the lining tube in the pipeline, and the required location (corrosion location) in the pipeline is achieved. I am trying to transport it to. At this time, the lining tube has good insertability into the conduit, and particularly when a tube having a single layer structure formed of an elastomer layer is used, since it is rich in flexibility, the lining tube of the elbow or the like is The lining pig, the lining resin, and the resin carrying pig can be properly transferred because they have sufficient penetrability even in many pipelines. Further, when the tube is provided with the insertion amount detecting means, the positions of the lining pig, the lining resin, and the resin carrying pig can be grasped, and the lining pig, the lining resin, and the resin carrying pig can be accurately transferred to a corroded portion. it can.

【0013】そして、移送終了後に前記内張りチューブ
を回収するが、この際、前記樹脂搬送ピグ及び樹脂は管
路内面に気密に密着しているため、チューブ回収に伴い
搬送ピグとチューブとの間には負圧が生起する。そのた
め、チューブを回収すると、ライニング樹脂,樹脂搬送
ピグは開口部側へ移動するようになり、前記搬送ピグに
連結材で連結されているライニングピグの移動によって
管路内壁面,すなわち腐食箇所にライニング樹脂膜を形
成する。その結果、非開削にて腐食箇所を補修すること
ができる。
Then, after the transfer is completed, the lining tube is recovered. At this time, since the resin transport pig and the resin are airtightly adhered to the inner surface of the conduit, the tube is recovered between the transport pig and the tube as the tube is recovered. Causes negative pressure. Therefore, when the tube is collected, the lining resin and the resin conveying pig come to move toward the opening side, and the movement of the lining pig connected to the conveying pig by the connecting material linings the inner wall surface of the pipe, that is, the corroded portion. A resin film is formed. As a result, it is possible to repair the corroded portion without cutting.

【0014】また、請求項2記載の部分補修工法によれ
ば、第2開口部側に、作業区間内に所要の圧力を付加す
るポンプ手段と,前記作業区間内の圧力を検出する圧力
検出手段とを気密に連通し、ライニングピグ,ライニン
グ樹脂,樹脂搬送ピグを進行・停止と順次移送させる。
そして進行を停止させた時点で、前記ポンプ手段を駆動
して作業区間内に所要の圧力を付加させる。そのため、
ライニング樹脂または樹脂搬送ピグが作業区間内に生起
している漏洩箇所を塞ぐと、作業区間内は気密になるた
め、該作業区間内の圧力が下降がなくなる。これを圧力
検出手段にて検知し、チューブを回収すると共に、ライ
ニングピグ,ライニング樹脂,樹脂搬送ピグを回収し、
漏洩箇所付近にライニング樹脂膜を形成する。その結
果、漏洩検知と漏洩箇所の補修とを同時に行うことがで
きるようになる。
According to the partial repairing method of the second aspect, the pump means for applying a required pressure in the working section and the pressure detecting means for detecting the pressure in the working section on the second opening side. And air-tightly communicate with each other, and the lining pig, the lining resin, and the resin transport pig are sequentially moved to start / stop.
Then, when the progress is stopped, the pump means is driven to apply a required pressure to the working section. for that reason,
When the lining resin or the resin transport pig closes the leaking point occurring in the working section, the working section becomes airtight, so that the pressure in the working section does not drop. This is detected by the pressure detection means, and the tube is recovered, and the lining pig, the lining resin, and the resin transport pig are recovered.
A lining resin film is formed near the leakage point. As a result, it becomes possible to simultaneously detect the leakage and repair the leakage portion.

【0015】[0015]

【実施例】以下、本発明の第1実施例を図1を用いて説
明する。図において、符号1は、地下に埋設されている
既設管路であり、該管路1には、地上に露出している開
口部1aが設けられており、また該管路1に生起してい
る腐食箇所または漏洩箇所hを部分的に補修するように
している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described below with reference to FIG. In the figure, reference numeral 1 is an existing pipeline buried underground, and the pipeline 1 is provided with an opening 1a exposed on the ground, Part of the corroded or leaked part h is repaired.

【0016】上記管路の部分修理を行うに際し、まず図
1に示すように、樹脂注入装置9を管路1の開口部1a
に接続できるように用意すると共に、チューブ送出/収
納装置10を同じ開口部1aに接続できるように準備し
ておく。また、流体注入制御装置12と、流体ポンプ1
3と、流体タンク15とをチューブ送出/収納装置10
に順次直列に接続させておく。
In carrying out the partial repair of the pipeline, first, as shown in FIG. 1, the resin injection device 9 is installed in the opening 1a of the pipeline 1.
The tube delivery / storing device 10 is prepared so that it can be connected to the same opening 1a. Further, the fluid injection control device 12 and the fluid pump 1
3 and fluid tank 15 for tube delivery / storage device 10
Are connected in series in sequence.

【0017】上記樹脂注入装置9には、管内補修用のラ
イニング樹脂Aが予め入っているが、上記チューブ送出
/収納装置10には、柔軟性および遮水性を有し平状で
リール(図示せず)に巻回されたチューブ6が収納され
ている。該チューブ6は、柔軟性を有するエラストマ層
(例えばポリウレタン層)で形成されている一層構造の
チューブである。また、流体タンク15には、所要量の
流体例えば水Bが入っている。
The resin injection device 9 is preliminarily filled with the lining resin A for repairing the inside of the pipe.
The storage device 10 stores the tube 6 which is flexible and water-impermeable and which is flat and wound around a reel (not shown). The tube 6 is a single-layer tube formed of a flexible elastomer layer (for example, a polyurethane layer). Further, the fluid tank 15 contains a required amount of fluid such as water B.

【0018】上述した設備構成を用いて、非開削による
本発明の第1実施例の部分補修工法を実施する作業を次
のように説明する。まず、前記管路1内における腐食箇
所または漏洩箇所hの位置を、地上探査等の既存の検査
技術等を用いて検出しておく。
The work for carrying out the partial repairing method of the first embodiment of the present invention by non-cutting using the above-mentioned equipment structure will be described as follows. First, the position of the corrosion point or the leakage point h in the pipeline 1 is detected by using an existing inspection technique such as ground survey.

【0019】そして管路1の内径より若干小さい直径を
有するライニングピグ3を開口部1aより管路1内に挿
入し、次に樹脂注入装置9を利用し、必要量,すなわち
部分的にライニングを行うのに必要なライニング樹脂A
を開口部1aより管内にプラグ状に注入する。そして、
管路1の内径よりやや大きい直径を有し,スポンジ等の
弾力材質で作られた樹脂搬送ピグ5を、樹脂Aの直後に
位置させるように開口部1aより管路1内に挿入する。
ここで、ライニングピグ3と樹脂搬送ピグ5は可撓性の
連結材2により相互に連結されている
Then, a lining pig 3 having a diameter slightly smaller than the inner diameter of the pipe line 1 is inserted into the pipe line 1 through the opening 1a, and then a resin injection device 9 is used to make a necessary amount, that is, a partial lining. Lining resin A required to do
Is injected like a plug into the tube through the opening 1a. And
A resin conveying pig 5 having a diameter slightly larger than the inner diameter of the conduit 1 and made of an elastic material such as sponge is inserted into the conduit 1 through the opening 1a so as to be positioned immediately after the resin A.
Here, the lining pig 3 and the resin carrying pig 5 are connected to each other by a flexible connecting member 2.

【0020】その後、チューブ送出/収納装置10を、
その接続部11を介して管路1の開口部1aに接続して
おく。ここで図2に示すように、チューブ6の一端6a
を折り返して接続部11の一端側11aに固定している
ので、後方からの流体圧力Fによりチューブ6は、裏返
されながら既設管路1へ反転進行できるようになってい
る。
Thereafter, the tube delivery / storage device 10 is
It is connected to the opening 1 a of the conduit 1 via the connecting portion 11. Here, as shown in FIG. 2, one end 6a of the tube 6 is
Since it is folded back and fixed to the one end side 11a of the connection portion 11, the tube 6 can be turned over to the existing pipeline 1 while being turned over by the fluid pressure F from the rear side.

【0021】次に、流体ポンプ13を稼働することによ
って、流体タンク15の流体例えば水Bが流体注入制御
装置12を介してチューブ送出/収納装置10に注入さ
れる。この流体圧力によりチューブ6は、チューブ送出
/収納装置10から順次送出されて管路1内に沿って反
転進行する。この際、前記チューブ6は、柔軟性に富む
エラストマ層で形成されている一層構造であるため、管
路1内への挿通性がよく、特に、エルボ等の曲がり部で
も適正に挿通して、管路1内を反転進行していく。
Next, by operating the fluid pump 13, the fluid in the fluid tank 15, for example water B, is injected into the tube delivery / accommodation device 10 via the fluid injection control device 12. This fluid pressure causes the tube 6 to deliver the tube.
/ Sequentially sent out from the storage device 10 and reverses along the pipe 1. At this time, since the tube 6 has a single-layer structure formed of an elastomer layer having high flexibility, the tube 6 has good insertability into the conduit 1, and in particular, can be properly inserted even in a bent portion such as an elbow, It reverses and advances in the pipeline 1.

【0022】図1の拡大部に示すように、内張りチュー
ブ6が管路1で反転進行しているとき、チューブ6の反
転折り返し部6bが樹脂搬送ピグ5を介してライニング
樹脂A及びライニングピグ3を前方へ押していくことに
なり、樹脂搬送ピグ5,ライニング樹脂A,ライニング
ピグ3は、開口部1a側から移送されるようになる。ま
たこの際、チューブ6に計測目盛を付しているので、管
内に導入されたチューブ6の反転折返し部6bの位置、
すなわち管内に反転導入されたチューブ6の管内挿入長
さを外部から把握することができるので、樹脂搬送ピグ
5,ライニング樹脂A,ライニングピグ3の位置を把握
することができ、該樹脂搬送ピグ5,ライニング樹脂
A,ライニングピグ3を予め検知されている腐食箇所ま
たは漏洩箇所hの位置まで正確に移送する。
As shown in the enlarged portion of FIG. 1, when the lining tube 6 is reversing and advancing in the conduit 1, the reversing and folding portion 6b of the tube 6 is lined with the lining resin A and the lining pig 3 via the resin conveying pig 5. Thus, the resin conveying pig 5, the lining resin A, and the lining pig 3 are transferred from the opening 1a side. In addition, at this time, since the tube 6 is provided with a measuring scale, the position of the reversing folded portion 6b of the tube 6 introduced into the tube,
That is, since the insertion length of the tube 6 that has been inverted and introduced into the pipe can be grasped from the outside, the positions of the resin conveying pig 5, the lining resin A, and the lining pig 3 can be grasped, and the resin conveying pig 5 can be grasped. , The lining resin A and the lining pig 3 are accurately transferred to the position of the corrosion point or the leakage point h which is detected in advance.

【0023】そして移送終了後に、流体タンク15と流
体ポンプ13と流体注入制御装置12とをチューブ送出
/収納装置10から取り外す。そして流体回収タンク1
6と吸引ポンプ18とを直列にチューブ送出/収納装置
10に順次接続させておく。次に、吸引ポンプ18を稼
働させると共に、チューブ6を巻回するリール(図示せ
ず)を逆転させることで、管内に反転挿入されたチュー
ブ6は、管内より上記と逆の方向に反転させながら管外
へ順次回収されてリールに巻回される。そのとき、流体
Bがチューブ6内より排出されて、流体回収タンク16
に回収される。
After the transfer is completed, the fluid tank 15, the fluid pump 13, and the fluid injection control device 12 are delivered to the tube.
/ Remove from storage device 10. And fluid recovery tank 1
6 and the suction pump 18 are sequentially connected in series to the tube delivery / storage device 10. Next, the suction pump 18 is operated, and the reel (not shown) that winds the tube 6 is reversed, so that the tube 6 reversely inserted into the tube is reversed from the inside of the tube in the opposite direction. Sequentially collected outside the pipe and wound on a reel. At that time, the fluid B is discharged from the inside of the tube 6, and the fluid recovery tank 16
Will be collected.

【0024】ここでチューブ6を回収する際、前記樹脂
搬送ピグ5及びライニング樹脂Aは管路1内面に気密に
密着しているため、チューブ6の回収に伴い搬送ピグ5
とチューブ6との間には負圧が生起する。そのため、チ
ューブ6を回収すると、ライニング樹脂A,樹脂搬送ピ
グ5は、前記負圧に起因して第一開口部1a側へ移動す
るようになり、前記搬送ピグ5に連結材2で連結されて
いるライニングピグ3も第一開口部1a側へ移動するよ
うになる。その結果、ライニング樹脂Aはライニングピ
グ3によってライニングされることになり、管路1の内
壁面,すなわち腐食箇所にライニング樹脂膜を形成す
る。
Here, when the tube 6 is collected, the resin carrying pig 5 and the lining resin A are airtightly adhered to the inner surface of the conduit 1, so that the tube 6 is collected along with the carrying pig 5.
A negative pressure is generated between the tube 6 and the tube 6. Therefore, when the tube 6 is collected, the lining resin A and the resin carrying pig 5 are moved to the first opening 1a side due to the negative pressure, and are connected to the carrying pig 5 by the connecting member 2. The existing lining pig 3 also moves toward the first opening 1a side. As a result, the lining resin A is lined by the lining pig 3, and a lining resin film is formed on the inner wall surface of the conduit 1, that is, the corroded portion.

【0025】次に本発明の第2実施例を図4を用いて説
明する。本第2実施例は、既設管路1内に生起する腐食
箇所hの特定と、該腐食箇所hの補修とを同時に行う部
分補修工法であり、第1実施例と同部材には同一符号を
付してその説明を省略する。
Next, a second embodiment of the present invention will be described with reference to FIG. The second embodiment is a partial repairing method in which the corrosion location h occurring in the existing pipeline 1 is identified and the corrosion location h is repaired at the same time. The same members as those in the first embodiment are designated by the same reference numerals. The description is omitted.

【0026】図に示すように、第1実施例と同様に、樹
脂注入装置9を管路1の第1開口部1aに接続できるよ
うに用意すると共に、チューブ送出/収納装置10を同
じ開口部1aに接続できるように準備しておく。また、
流体注入制御装置12と、流体ポンプ13と、流体タン
ク15とをチューブ送出/収納装置10に順次直列に接
続させておく。
As shown in the figure, as in the first embodiment, the resin injection device 9 is prepared so that it can be connected to the first opening 1a of the conduit 1, and the tube delivery / storage device 10 is also provided with the same opening. Prepare to connect to 1a. Also,
The fluid injection control device 12, the fluid pump 13, and the fluid tank 15 are sequentially connected in series to the tube delivery / accommodation device 10.

【0027】また、管路他端側の第2開口部1bには、
バルブ19を備えた連通管18を接続させる。連通管1
8の他端側は、圧力計17およびオリフィス弁20を備
えた圧力検出手段16に接続させ、該圧力検出手段16
の一側には、所要の空気圧を付加するエアポンプ15を
連通させる。そして前記エアポンプ15によって作業区
間内に所要の圧力を付加できるようにし、さらに圧力計
17にて該作業区間内の圧力を測定できるようにしてい
る。
Further, in the second opening 1b on the other end side of the conduit,
A communication pipe 18 provided with a valve 19 is connected. Communication pipe 1
The other end side of 8 is connected to a pressure detecting means 16 equipped with a pressure gauge 17 and an orifice valve 20.
An air pump 15 that applies a required air pressure is communicated with one side of the. The air pump 15 can apply a required pressure to the working section, and the pressure gauge 17 can measure the pressure in the working section.

【0028】上述した設備構成を用いて、漏洩検知を兼
ねた部分補修工法を実施する作業を次のように説明す
る。
The work for carrying out the partial repairing method which also serves as a leak detection using the above-mentioned equipment structure will be described as follows.

【0029】まず、上述した第1実施例と同様に、ライ
ニングピグ3を第1開口部1aより管路1内に挿入し、
次に樹脂注入装置9を利用し、所要量のライニング樹脂
Aを第1開口部1aより管内にプラグ状に注入する。そ
して、樹脂搬送ピグ5を、樹脂Aの直後に位置させるよ
うに第1開口部1aより管路1内に挿入する。ここで、
ライニングピグ3と樹脂搬送ピグ5は可撓性の連結材2
により相互に連結されている。
First, as in the first embodiment described above, the lining pig 3 is inserted into the conduit 1 through the first opening 1a,
Next, using the resin injecting device 9, a required amount of the lining resin A is injected into the pipe from the first opening 1a in a plug shape. Then, the resin carrying pig 5 is inserted into the conduit 1 through the first opening 1a so as to be positioned immediately after the resin A. here,
The lining pig 3 and the resin conveying pig 5 are flexible connecting members 2.
Are interconnected.

【0030】次に第1開口部1aにチューブ送出/収納
装置10を連結し、流体ポンプ13を稼働してチューブ
6に流体圧P2を付加して、該チューブ6を管路1内へ
反転進行させる。ここで進行させる方法として、例えば
チューブを50cm進行させて一旦停止させ、気密試験
を行い、再び50cm進行させるようにチューブを順次
進行させるようにしている。そしてチューブを停止させ
た後に、前記エアポンプ15を稼働して作業区間内に圧
力P1を付加する。また、P1<P2の関係になるよう
に、圧力検出手段16及び流体注入制御装置12を調整
し、チューブ6が管路1内を適正に反転進行させるよう
にする。
Next, the tube delivery / accommodating device 10 is connected to the first opening 1a, the fluid pump 13 is operated to apply the fluid pressure P2 to the tube 6, and the tube 6 is reversed into the pipeline 1. Let As a method of advancing here, for example, the tube is advanced by 50 cm and temporarily stopped, an airtight test is performed, and the tube is sequentially advanced so as to be advanced by 50 cm again. Then, after stopping the tube, the air pump 15 is operated to apply the pressure P1 in the working section. Further, the pressure detection means 16 and the fluid injection control device 12 are adjusted so that the relationship of P1 <P2 is satisfied, so that the tube 6 properly inverts and advances inside the conduit 1.

【0031】このようにチューブ6を反転進行させなが
ら、ライニングピグ3,ライニング樹脂A,樹脂搬送ピ
グ5を第1開口部1a側から第2開口部1b側へ移送さ
せていく過程で、ライニング樹脂Aまたは樹脂搬送ピグ
5が管路1内に生起している漏洩箇所hを塞ぐと、作業
区間内は気密になるため、該作業区間内の圧力下降がな
くなる。これを圧力検出手段16にて検知し、チューブ
6を回収すると共に、ライニングピグ3,ライニング樹
脂A,樹脂搬送ピグ5を回収し、漏洩箇所h付近にライ
ニング樹脂膜を形成する。その結果、漏洩検知と漏洩箇
所の補修とを同時に行うことができるようになる。
In the process of transferring the lining pig 3, the lining resin A, and the resin carrying pig 5 from the first opening 1a side to the second opening 1b side while the tube 6 is reversed and advanced in this manner, the lining resin When A or the resin conveying pig 5 closes the leaking point h occurring in the pipe line 1, the working section becomes airtight, so that the pressure drop in the working section disappears. This is detected by the pressure detection means 16 and the tube 6 is recovered, and the lining pig 3, the lining resin A, and the resin transport pig 5 are recovered, and a lining resin film is formed in the vicinity of the leakage point h. As a result, it becomes possible to simultaneously detect the leakage and repair the leakage portion.

【0032】尚、上述した第1実施例及び第2実施例の
部分補修工法にて、流体圧として非圧縮性の水圧流を利
用しても、水圧流は内張りチューブ6内に導入されてい
るから、ライニング樹脂の移送行程時に、水が樹脂Aに
混入する現象が完全に回避される。
Even if an incompressible hydraulic flow is used as the fluid pressure in the partial repairing method of the first and second embodiments described above, the hydraulic flow is introduced into the lining tube 6. Therefore, the phenomenon that water is mixed into the resin A is completely avoided during the transfer process of the lining resin.

【0033】また上述した実施例の中で、樹脂移送時の
流体圧として水を用いて説明したが、本発明の工法では
これに限らず、他の流体例えば空気等を用いてもよい。
Although water is used as the fluid pressure during resin transfer in the above-described embodiments, the method of the present invention is not limited to this, and other fluids such as air may be used.

【0034】[0034]

【発明の効果】本発明の工法によれば、エルボ等の曲が
り部の多い管路に対しても、非開削で腐食箇所に必要量
の樹脂を適正に搬送することができ、さらに、この腐食
箇所を簡易な樹脂ライニングで補修することが可能とな
る。その結果、安価な作業コストで適正な部分補修を施
工することができるようになる。
EFFECTS OF THE INVENTION According to the method of the present invention, a required amount of resin can be properly conveyed to a corroded portion without cutting, even for a pipeline having many bends such as an elbow. It is possible to repair the part with a simple resin lining. As a result, it becomes possible to carry out an appropriate partial repair at a low work cost.

【0035】また請求項2記載の発明によると、漏洩位
置の特定と漏洩箇所の補修とを同時に行うことができる
ようになるため、補修の前段階に行う漏洩検知を省くこ
とができ、作業時間の短縮化が図れ、さらには、作業労
力の低減及び作業コストの低下を実現することができ
る。
According to the second aspect of the present invention, since the leakage position can be specified and the leakage place can be repaired at the same time, it is possible to omit the leakage detection performed before the repair, and the working time can be reduced. Can be shortened, and further, work labor and work cost can be reduced.

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

【図1】本発明の第1実施例に係る樹脂移送時の施工状
態を示す説明図
FIG. 1 is an explanatory view showing a construction state during resin transfer according to a first embodiment of the present invention.

【図2】本発明工法に用いられる内張りチューブの送出
/収納装置を示す断面図
[Fig. 2] Delivery of an inner lining tube used in the method of the present invention
/ Cross section of the storage device

【図3】本発明の第1実施例に係る樹脂ライニング時の
施工状態を示す説明図
FIG. 3 is an explanatory view showing a construction state at the time of resin lining according to the first embodiment of the present invention.

【図4】本発明の第2実施例に係る樹脂移送時の施工状
態を示す説明図
FIG. 4 is an explanatory view showing a construction state during resin transfer according to a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 作業対象の既設管路 1a 既設管路の第1開口部 1b 既設管路の第2開口部 1c 樹脂膜 2 可撓性連結材 3 ライニングピグ 5 樹脂搬送ピグ 6 内張りチューブ 6a 内張りチューブの一端部 6b 内張りチューブの折り返し部 9 樹脂注入装置 10 チューブ送出/収納装置 11 チューブ送出/収納装置の接続部 11a接続部の一端部 12 流体注入制御装置 13 流体ポンプ 15 流体タンク 16 圧力検知手段 17 圧力計 18 連通管 19 バルブ 20 オリフィス弁 25 エアポンプ h 漏洩箇所 A 樹脂 B 液体 F 流体圧 1 Existing Pipeline for Work 1a First Opening Portion of Existing Pipeline 1b Second Opening Portion of Existing Pipeline 1c Resin Membrane 2 Flexible Connecting Material 3 Lining Pig 5 Resin Transfer Pig 6 Inner Tube 6a One End of Inner Tube 6b Folded part of lined tube 9 Resin injection device 10 Tube delivery / storage device 11 Connection part of tube delivery / storage device 11a One end of connection part 12 Fluid injection control device 13 Fluid pump 15 Fluid tank 16 Pressure detection means 17 Pressure gauge 18 Communication pipe 19 Valve 20 Orifice valve 25 Air pump h Leakage point A Resin B Liquid F Fluid pressure

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 既設管路の所要箇所を部分的に補修する
既設管路の部分補修工法において、 前記既設管路の端部開口部より管内にライニングピグ,
必要量のライニング樹脂,樹脂搬送ピグとを順次導入
し、該樹脂搬送ピグより後段に、一端が前記開口部に固
定された内張りチューブを裏返しに反転させた状態で管
内に挿入し、 前記内張りチューブ内に流体圧を付加し、その加圧作用
によりチューブの反転折返し部を管内に沿って前進させ
ると共に、該チューブの反転折返し部にて前記ライニン
グピグ,ライニング樹脂,樹脂搬送ピグを管路の所要箇
所まで移送し、 移送完了後に前記内張りチューブを回収すると共に、前
記ライニングピグ,ライニング樹脂,樹脂搬送ピグを前
記開口部側へ向けて移動させ、前記管路の所要箇所にラ
イニング膜を形成するようにしたことを特徴とする既設
管路の部分補修工法。
1. A method for partially repairing an existing pipeline, which partially repairs a required portion of the existing pipeline, wherein a lining pig is inserted into the pipe from an end opening of the existing pipeline.
A required amount of lining resin and resin conveying pig are sequentially introduced, and after the resin conveying pig, the lining tube whose one end is fixed to the opening is turned upside down and inserted into the pipe. A fluid pressure is applied to the inside of the tube, and the pressurizing action advances the reversing folded portion of the tube along the inside of the pipe, and at the time of the reversing folded portion of the tube, the lining pig, the lining resin, and the resin conveying pig are provided in the pipe. After the transfer is completed, the lining tube is recovered after the transfer is completed, and the lining pig, the lining resin, and the resin transfer pig are moved toward the opening side so that a lining film is formed at a required position of the pipeline. Partial repair method for existing pipelines characterized by
【請求項2】 作業区間となる一方側に第1開口部と他
方側に第2開口部とを有する既設管路に対し、前記作業
区間内に生起する漏洩箇所を補修する既設管路の部分補
修工法において、 前記第2開口部に、前記作業区間内に所要の圧力を付加
するポンプ手段と,前記作業区間内の圧力を検出する圧
力検出手段とを気密に連通し、 前記第1開口部より管内にライニングピグ,必要量のラ
イニング樹脂,樹脂搬送ピグとを順次導入し、該樹脂搬
送ピグより後段に、一端が第1開口部に固定された可撓
性チューブを裏返しに反転させた状態で管内に挿入し、 前記内張りチューブ内に流体圧を付加し、その加圧作用
によりチューブの反転折返し部を管内に沿って順次前進
させると共に、該チューブの反転折返し部にて前記ライ
ニングピグ,ライニング樹脂,樹脂搬送ピグを前記第1
開口部側から第2開口部側へ向けて前記作業区間内を順
次移動させ、 作業区間決定後に、前記ポンプ手段を駆動し、前記作業
区間内に所定の圧力を付加し、 前記圧力検出手段により管路内の気密が確認された後、
前記内張りチューブを回収すると共に、前記ライニング
ピグ,ライニング樹脂,樹脂搬送ピグを前記第1開口部
側へ向けて移動させ、前記漏洩箇所付近にライニング膜
を形成するようにしたことを特徴とする既設管路の部分
補修工法。
2. A portion of an existing pipeline for repairing a leak point occurring in the working section, with respect to an existing pipeline having a first opening on one side and a second opening on the other side, which is a working section. In the repair method, a pump means for applying a required pressure in the working section and a pressure detecting means for detecting the pressure in the working section are air-tightly connected to the second opening, and the first opening is provided. A state in which a lining pig, a required amount of lining resin, and a resin carrying pig are successively introduced into the pipe, and the flexible tube having one end fixed to the first opening is turned upside down after the resin carrying pig. The inside of the lining tube by applying a fluid pressure, and the pressurizing action causes the reversing fold portion of the tube to sequentially advance along the inside of the pipe, and the lining pig and lining at the reversing fold portion of the tube. The resin and the resin transfer pig are the first
The working section is sequentially moved from the opening side toward the second opening side, and after the working section is determined, the pump means is driven to apply a predetermined pressure to the working section, and the pressure detecting means is used. After confirming the airtightness in the pipeline,
The lining tube is collected, and the lining pig, the lining resin, and the resin transport pig are moved toward the first opening side to form a lining film near the leakage location. Partial repair method for pipelines.
【請求項3】 上記樹脂搬送ピグは、少なくと管路内径
より大きい外径を有し、変形自在なスポンジ材で形成さ
れていることを特徴とする請求項1,2記載の既設管路
の部分補修工法。
3. The existing pipeline according to claim 1, wherein the resin conveying pig has an outer diameter at least larger than an inner diameter of the pipeline and is formed of a deformable sponge material. Partial repair method.
【請求項4】 上記チューブには、既設管内への挿入量
が検出できる挿入量検出手段が設けられていることを特
徴とする請求項1,2記載の既設管路の部分補修工法。
4. The method for partially repairing an existing pipeline according to claim 1, wherein the tube is provided with an insertion amount detecting means capable of detecting an insertion amount into the existing pipe.
【請求項5】 上記チューブは、柔軟性を有するエラス
トマ層で形成されている一層構造のチューブであること
を特徴とする請求項1,2,3記載の既設管路の部分補
修工法。
5. The method for partially repairing an existing pipeline according to claim 1, wherein the tube is a single-layer tube formed of a flexible elastomer layer.
【請求項6】 上記ライニングピグと上記樹脂搬送ピグ
とは可撓性を有する連結材で連結されていることを特徴
とする請求項1,2記載の既設管路の部分補修工法。
6. The method for partially repairing an existing pipeline according to claim 1, wherein the lining pig and the resin carrying pig are connected by a flexible connecting member.
JP04632496A 1996-03-04 1996-03-04 Partial repair method for existing pipeline Expired - Fee Related JP3556041B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04632496A JP3556041B2 (en) 1996-03-04 1996-03-04 Partial repair method for existing pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04632496A JP3556041B2 (en) 1996-03-04 1996-03-04 Partial repair method for existing pipeline

Publications (2)

Publication Number Publication Date
JPH09234422A true JPH09234422A (en) 1997-09-09
JP3556041B2 JP3556041B2 (en) 2004-08-18

Family

ID=12743988

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006341516A (en) * 2005-06-09 2006-12-21 Kando:Kk Method of lining existing pipe

Citations (10)

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Publication number Priority date Publication date Assignee Title
JPS5763174A (en) * 1980-10-01 1982-04-16 Osaka Gas Co Ltd Method for lining of conduit pipe
JPS5942071A (en) * 1982-08-31 1984-03-08 Hakko Co Ltd Repairing method of the inside of pipe
JPS60139376A (en) * 1983-12-28 1985-07-24 Tokyo Gas Co Ltd Repairing method of existing piping
JPS61245874A (en) * 1985-04-23 1986-11-01 Osaka Gas Co Ltd Method for lining inner surface of piping
JPS62254882A (en) * 1986-04-25 1987-11-06 Osaka Bosui Constr Co Ltd Method for repairing buried pipeline
JPH01105131A (en) * 1987-10-19 1989-04-21 Koyo Kensetsu Kogyo Kk Small-diameter piping leakage repairing method
JPH04114773A (en) * 1990-09-05 1992-04-15 Tokyo Gas Co Ltd Providing a lining to the inside of pipe to be arranged
JPH0824758A (en) * 1994-07-12 1996-01-30 Osaka Gas Co Ltd Device for lining inner face of pipe
JPH0970889A (en) * 1995-09-06 1997-03-18 Tokyo Gas Co Ltd Repairing of existing pipeline
JPH09141200A (en) * 1995-11-24 1997-06-03 Tokyo Gas Co Ltd Resin transporting method for existing pipeline

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5763174A (en) * 1980-10-01 1982-04-16 Osaka Gas Co Ltd Method for lining of conduit pipe
JPS5942071A (en) * 1982-08-31 1984-03-08 Hakko Co Ltd Repairing method of the inside of pipe
JPS60139376A (en) * 1983-12-28 1985-07-24 Tokyo Gas Co Ltd Repairing method of existing piping
JPS61245874A (en) * 1985-04-23 1986-11-01 Osaka Gas Co Ltd Method for lining inner surface of piping
JPS62254882A (en) * 1986-04-25 1987-11-06 Osaka Bosui Constr Co Ltd Method for repairing buried pipeline
JPH01105131A (en) * 1987-10-19 1989-04-21 Koyo Kensetsu Kogyo Kk Small-diameter piping leakage repairing method
JPH04114773A (en) * 1990-09-05 1992-04-15 Tokyo Gas Co Ltd Providing a lining to the inside of pipe to be arranged
JPH0824758A (en) * 1994-07-12 1996-01-30 Osaka Gas Co Ltd Device for lining inner face of pipe
JPH0970889A (en) * 1995-09-06 1997-03-18 Tokyo Gas Co Ltd Repairing of existing pipeline
JPH09141200A (en) * 1995-11-24 1997-06-03 Tokyo Gas Co Ltd Resin transporting method for existing pipeline

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006341516A (en) * 2005-06-09 2006-12-21 Kando:Kk Method of lining existing pipe

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