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JPH11240072A - Repairing of existing pipeline - Google Patents

Repairing of existing pipeline

Info

Publication number
JPH11240072A
JPH11240072A JP4536898A JP4536898A JPH11240072A JP H11240072 A JPH11240072 A JP H11240072A JP 4536898 A JP4536898 A JP 4536898A JP 4536898 A JP4536898 A JP 4536898A JP H11240072 A JPH11240072 A JP H11240072A
Authority
JP
Japan
Prior art keywords
pipeline
lining
adhesive
existing pipeline
end 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
JP4536898A
Other languages
Japanese (ja)
Other versions
JP3410354B2 (en
Inventor
Shuichi Yagi
秀一 八木
Masaaki Itagaki
正明 板垣
Kenji Morita
賢治 森田
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 JP4536898A priority Critical patent/JP3410354B2/en
Publication of JPH11240072A publication Critical patent/JPH11240072A/en
Application granted granted Critical
Publication of JP3410354B2 publication Critical patent/JP3410354B2/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 an existing pipeline repairing method capable of properly applying inner lining even to a long extended execution pipe. SOLUTION: In a first process, an adhesive is introduced into an existing pipeline 1 in a plug shape from one end opening part 1a of the pipeline 1 and an adhesive lining film 31 is formed on the inner surface of the existing pipeline 1 by pig lining and, in a second process, a leading pig 6 is introduced into the existing pipeline 1 from the opening part 1a provided in one end thereof and a small amt. of the adhesive 3' is introduced into the rear stage of the leading pig 6 in a plug state and the leading end part of an inner lining. tube 7 is reversely introduced into the opening part 1a provided in one end of the pipeline 1 in the rear stage of the plug-shaped adhesive 3' and a suction device 5 is arranged to the opening part provided in the other end of the pipeline 1 and negative pressure is generated in the pipeline by the suction device 5 to move the leading pig 6, the adhesive 3' and the lining tube 7 to the other end of the pipeline to bond the lining tube 7 to the inner surface of the pipeline.

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、ガス,水道管等の既設
配管の老朽化に対して管路保全の目的から修理を行う既
設管路の修理工法であって、特に内張りチューブを使用
する修理工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for repairing an existing pipeline, such as a gas pipe, a water pipe, etc., for the purpose of maintenance of the pipeline. Repair method.

【0002】[0002]

【従来の技術】既設管路を埋設状態のまま非開削により
修理する技術は、これまで様々な工法が開発されてい
る。例えば、管路内面に樹脂のライニング膜を形成する
樹脂ライニング工法や、管路内に可撓性の内張りチュー
ブを反転・非反転で導入して管路内面に添接する内張り
ライニング工法等がある。
2. Description of the Related Art Various techniques have been developed for repairing existing pipelines by digging without burying existing pipelines. For example, there are a resin lining method in which a resin lining film is formed on the inner surface of the pipe, and a lining method in which a flexible lining tube is introduced into the pipe by inversion / non-inversion to be in contact with the inner surface of the pipe.

【0003】ここで上記修理工法の中で内張り反転ライ
ニング工法について本出願人は先に図3に示す内張り反
転工法を提案した。まず管路aの一端開口部より管路内
に、管路の内径より若干大きい径を有する先導ピグbを
1個または2個管路内に導入して、次に管路a内面に塗
布する必要量の接着剤cを先導ピグbの後方に導入し、
この接着剤cに隣接するように内張りチューブeを反転
導入して、管路の他端開口部に吸引装置fを装着するこ
とで管路内に負圧を生起させ、この負圧によって、上記
先導ピグ,接着剤を管路の他端側に移動させながら内張
りチューブも管路内に導入して、先導した接着剤によっ
て内張りチューブを管路内面に接着する工法を提案し
た。
[0003] Among the above repairing methods, the present applicant has previously proposed a lining inversion method shown in FIG. First, one or two leading pigs b having a diameter slightly larger than the inner diameter of the conduit are introduced into the conduit from one end opening of the conduit a, and then applied to the inner surface of the conduit a. Introduce the required amount of adhesive c behind the leading pig b,
The lining tube e is reversely introduced so as to be adjacent to the adhesive c, and a suction device f is attached to the other end opening of the pipeline to generate a negative pressure in the pipeline. A method was proposed in which the lining tube was introduced into the conduit while the leading pig and the adhesive were moved to the other end of the conduit, and the lining tube was bonded to the inner surface of the conduit with the leading adhesive.

【0004】[0004]

【発明が解決しようとする課題】ところで上記工法にお
いて施工対象管路が長延長の場合、当然、管路内に導入
する接着剤の量が多くなる。そのため、接着剤の摩擦抵
抗が大きくなることから、先導ピグ,接着剤,内張りチ
ューブの移動速度が遅くなる。その結果、施工時間が長
時間かかるだけでなく、最悪の場合、接着剤が硬化して
しまい、引き続き施工できなくなってしまう問題点が派
生する。
In the above-mentioned method, when the pipeline to be constructed is long, the amount of the adhesive introduced into the pipeline naturally increases. Therefore, the frictional resistance of the adhesive increases, and the moving speed of the leading pig, the adhesive, and the lining tube decreases. As a result, not only does the construction time take a long time, but in the worst case, the adhesive is hardened, which causes a problem that the construction cannot be continued.

【0005】本発明はこれらの問題点を解決するために
案出されたもので、長延長の施工管に対しても適正に内
張りライニングができる既設管路の修理工法を提供する
ことを目的とするものである。
The present invention has been devised to solve these problems, and an object of the present invention is to provide a method of repairing an existing pipeline capable of properly lining a long-length construction pipe. Is what you do.

【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、本発明は、既設管路の一端開口部より、管路内に可
撓性の内張りチューブを反転しながら導入して管路内面
に貼着する既設管路の修理工法において、第1工程とし
て、上記既設管路の一端開口部より接着剤をプラグ状に
該管路内に導入し、ライニング手段により前記既設管路
内面に接着剤のライニング膜を形成し、第2工程とし
て、上記管路一端開口部に内張りチューブの先端部を反
転導入する状態にして固定し、上記管路の他端開口部に
吸引装置を配設し、該吸引装置により管路内に負圧を生
起させて該負圧により内張りチューブを管路の他端側へ
移動させることにより、管内面に付着する接着剤により
内張りチューブを管内面に貼着するように施工すること
を特徴とする。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a flexible lined tube which is introduced into an existing conduit by inverting a flexible lining tube into the conduit through an opening at one end thereof. In a method of repairing an existing pipeline to be attached, as a first step, an adhesive is introduced into the pipeline as a plug from one end opening of the existing pipeline, and an adhesive is applied to the inner surface of the existing pipeline by lining means. Forming a lining film, and as a second step, fixing the tip of the lining tube in a state where the tip of the lining tube is inverted and introduced into one end of the conduit, and disposing a suction device at the other end of the conduit, A negative pressure is generated in the pipe line by the suction device, and the liner tube is moved to the other end side of the pipe line by the negative pressure, whereby the liner tube is adhered to the pipe inner surface by the adhesive adhered to the pipe inner surface. It is characterized by being constructed as follows.

【0007】他の手段として、既設管路の一端開口部よ
り、管路内に可撓性の内張りチューブを反転しながら導
入して管路内面に貼着する既設管路の修理工法におい
て、第1工程として、上記既設管路の一端開口部より接
着剤をプラグ状に該管路内に導入し、ライニング手段に
より前記既設管路内面に接着剤のライニング膜を形成
し、第2工程として、上記既設管路の一端開口部より先
導ピグを管内に導入し、上記先導ピグの後段に,少量の
接着剤をフラグ状に管内に導入し、上記プラグ状接着剤
の後段で,上記管路一端開口部に内張りチューブの先端
部を反転導入する状態にして固定し、上記管路の他端開
口部に吸引装置を配設し、該吸引装置により管路内に負
圧を生起させて該負圧により先導ピグ,接着剤,内張り
チューブを管路の他端側へ移動させることにより、内張
りチューブを管内面に貼着するように施工することを特
徴とする。
As another means, in a method of repairing an existing pipeline, a flexible lining tube is introduced into the pipeline from the one end opening of the existing pipeline while inverting the tube, and adhered to the inner surface of the pipeline. As one step, an adhesive is introduced in a plug form from the one end opening of the existing pipeline into the pipeline, and a lining film of the adhesive is formed on the inner surface of the existing pipeline by lining means. A leading pig is introduced into the pipe from one end opening of the existing pipeline, a small amount of adhesive is introduced into the pipe in a flag-like manner after the leading pig, and one end of the pipeline is provided after the plug-like adhesive. The tip of the lining tube is inverted and introduced into the opening, and the tube is fixed.A suction device is provided at the other end of the pipe, and a negative pressure is generated in the pipe by the suction device. Lead pig, glue, lining tube by pressure By moving into, characterized by construction to bonding the lining tube into the tube surface.

【0008】また、上記ライニング手段として、既設管
路の一端開口部よりプラグ状に導入された接着剤の後段
に、上記既設管路の内径より若干小さい外径を有するラ
イニングピグを管路内に導入し、上記既設管路の他端開
口部に吸引装置を配設し、負圧により上記ライニングピ
グを移動させて管路内壁面にライニング膜を形成するこ
とを特徴とする。
Further, as the lining means, a lining pig having an outer diameter slightly smaller than the inner diameter of the existing pipeline is provided in a stage subsequent to the adhesive introduced in a plug shape from one end opening of the existing pipeline. A suction device is disposed at the other end opening of the existing pipeline, and the lining pig is moved by negative pressure to form a lining film on the inner wall surface of the pipeline.

【0009】さらに、上記先導ピグは上記管路の内径よ
り若干小さい外径を有し、弾性力を有するスポンジ材で
形成されていることを特徴とする。
Further, the leading pig has an outer diameter slightly smaller than the inner diameter of the conduit, and is formed of a sponge material having elasticity.

【0010】[0010]

【作用】本発明による請求項1記載の既設管路の修理工
法では、第1工程で管内壁面に接着剤のライニング膜を
形成する。そして第2工程として、まず既設管路の一端
開口部に内張りチューブの内面を外側に折り返して該チ
ューブを装着する。そして前記管路の他端開口部に吸引
装置を装着して該管路内に負圧を生起させる。すると該
負圧により内張りチューブは反転しながら管路内に引き
込まれていく。この際、接着剤が管内面に塗布されてい
くため、チューブが管路内面に適正に貼着されていく。
In the method of repairing an existing pipeline according to the first aspect of the present invention, a lining film of an adhesive is formed on the inner wall surface of the pipe in the first step. Then, as a second step, first, the inner surface of the lining tube is turned outward at the one end opening of the existing pipeline, and the tube is mounted. Then, a suction device is attached to the other end opening of the conduit to generate a negative pressure in the conduit. Then, the liner tube is drawn into the pipeline while being inverted by the negative pressure. At this time, since the adhesive is applied to the inner surface of the tube, the tube is appropriately adhered to the inner surface of the tube.

【0011】本発明による請求項2,3,4記載の既設
管路の修理工法では、第1工程でピグライニング等によ
り管内壁面に接着剤のライニング膜を形成する。そして
第2工程として、まず既設管路の一端開口部より第1工
程で形成した接着剤のライニング膜を抉らない程度の外
径を有する先導ピグを管路内に導入する。そして前記先
導ピグに隣接するように少量の接着剤をプラグ状に導入
し、前記一端開口部に前記内張りチューブの内面を外側
に折り返して該チューブを装着する。そして前記管路の
他端開口部に吸引装置を装着して該管路内に負圧を生起
させる。すると該負圧により前記先導ピグが接着剤をシ
ールしながら管路の他端側へ移動し、それと共に内張り
チューブは反転しながら管路内に引き込まれていく。こ
の際、第1工程で形成した接着剤のライニング膜に、仮
にムラがあった場合にもプラグ状の接着剤がこれを補
い、内張りチューブは適正に管内面に貼着されていく。
さらにこの際、施工管は長延長にも拘わらず、管内に導
入する接着剤の量は少量であるため、施工時間が長期化
することはない。
In the method of repairing an existing pipeline according to the second, third, and fourth aspects of the present invention, a lining film of an adhesive is formed on the inner wall surface of the pipe by, for example, pig lining in a first step. Then, as a second step, first, a leading pig having an outer diameter that does not gouge the adhesive lining film formed in the first step from one end opening of the existing pipeline is introduced into the pipeline. Then, a small amount of adhesive is introduced in a plug shape so as to be adjacent to the leading pig, and the inner surface of the lining tube is folded outward at the one end opening, and the tube is mounted. Then, a suction device is attached to the other end opening of the conduit to generate a negative pressure in the conduit. Then, the leading pig moves to the other end side of the pipeline while sealing the adhesive by the negative pressure, and at the same time, the lining tube is drawn into the pipeline while being inverted. At this time, even if the adhesive lining film formed in the first step has unevenness, the plug-shaped adhesive compensates for the unevenness, and the lining tube is appropriately adhered to the inner surface of the tube.
Further, at this time, the amount of the adhesive introduced into the pipe is small even though the length of the pipe is long, so that the construction time is not prolonged.

【0012】[0012]

【実施例】以下、図面を参照して本発明の実施例を説明
する。図1は、本発明の既設管路修理工法を示してい
る。図1において、符号1は地中に埋設された施工対象
の既設管路であり、比較的長延長の管路である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows an existing pipeline repair method of the present invention. In FIG. 1, reference numeral 1 denotes an existing pipeline to be buried underground and is a relatively long pipeline.

【0013】本発明の修理工法の手順として、まず第1
工程として、既設管路1の一端開口部1aより、管路1
の内面に塗布する必要量の接着剤3をプラグ状に導入
し、該接着剤3の後段にライニングピグ4を配置する。
このライニングピグ4は、その外径が既設管路1の内径
より若干小さいものとする。次に、管路1の他端開口部
1bに吸引装置5を接続する。ここで該吸引装置5に
は、管路1内の圧力を検出して表示する圧力計51と、
バルブ52とが設けられており、バルブ52を調整しな
がら管路1内の圧力を一定にするようにしている。そし
て前記吸引装置5を稼働することによって該管路1内に
負圧を生起させる。すると該負圧に起因して前記ライニ
ングピグ4が接着剤3をライニングしながら管路の他端
開口部1b側へ移動する。その結果、既設管路1の内壁
面には接着剤のライニング膜31が形成される。
The procedure of the repair method according to the present invention is as follows:
As a process, one end opening 1a of the existing pipeline 1
The required amount of adhesive 3 to be applied to the inner surface of the is inserted in a plug shape, and the lining pig 4 is arranged at the subsequent stage of the adhesive 3.
The outer diameter of the lining pig 4 is slightly smaller than the inner diameter of the existing pipeline 1. Next, the suction device 5 is connected to the other end opening 1b of the conduit 1. Here, the suction device 5 includes a pressure gauge 51 that detects and displays the pressure in the pipeline 1,
A valve 52 is provided so that the pressure in the pipe 1 is kept constant while adjusting the valve 52. Then, by operating the suction device 5, a negative pressure is generated in the pipeline 1. Then, the lining pig 4 moves to the other end opening 1b side of the pipeline while lining the adhesive 3 due to the negative pressure. As a result, a lining film 31 of an adhesive is formed on the inner wall surface of the existing pipeline 1.

【0014】次に第2工程として、前記既設管路1の一
端開口部1aより、先導ピグ6を管路1内に導入する。
この先導ピグ6はスポンジで形成されており、その外径
は既設管路1の内径より若干小さい外径を有する球形ピ
グである。さらに詳しくは、この先導ピグ6が前記既設
管路1内を挿通する際に、第1工程で形成したライニン
グ膜を抉らない程度の外径を有するものである。
Next, as a second step, a leading pig 6 is introduced into the pipeline 1 from one end opening 1a of the existing pipeline 1.
The leading pig 6 is formed of a sponge, and is a spherical pig having an outer diameter slightly smaller than the inner diameter of the existing pipeline 1. More specifically, when the leading pig 6 passes through the existing pipeline 1, it has an outer diameter that does not gouge the lining film formed in the first step.

【0015】次に接着剤3’をプラグ状に先導ピグ6の
後段側に位置するように管路1内に導入する。この接着
剤3’は、第1工程で使用した接着剤3と同様のもの
で、通常、長延長の既設管路1の管内面に内張りチュー
ブ7を貼着させるには、大量の接着剤を必要とするが、
本発明の場合、第1工程において既設管路1の内面に予
め接着剤のライニング膜31を形成しているため、基本
的には接着剤は必要としない。しかし、ライニング膜3
1に、仮にムラ等があった時のために接着剤3’を管路
1内に導入することによって内張りチューブ7の貼着を
より確実なものとする。
Next, the adhesive 3 ′ is introduced into the pipe 1 in a plug-like manner so as to be located on the rear side of the leading pig 6. The adhesive 3 ′ is the same as the adhesive 3 used in the first step. Usually, a large amount of adhesive is used to attach the lining tube 7 to the inner surface of the long and existing pipe 1. Need
In the case of the present invention, since the lining film 31 of the adhesive is previously formed on the inner surface of the existing pipeline 1 in the first step, the adhesive is basically not required. However, the lining film 3
First, the adhesive 3 ′ is introduced into the pipeline 1 in case of unevenness or the like, so that the adhesion of the lining tube 7 can be more reliably performed.

【0016】そしてさらに、前記接着剤3’の後段で、
管路1の一端開口部1aに内張りチューブ7の先端部を
その内面を外側に折り返して管路1の一端開口部1aに
固定する。また、内張りチューブ7は、可撓性のある繊
維で形成されており、偏平状にしてリール装置72に巻
装されている。また、該内張りチューブ7の終端部には
牽引ワイヤ71が連結され、前記リール装置72に巻装
されている。
Further, at the subsequent stage of the adhesive 3 ',
The front end of the lining tube 7 is folded back to the one end opening 1 a of the pipe 1 so as to be fixed to the one end opening 1 a of the pipe 1. The lining tube 7 is formed of a flexible fiber, and is wound around the reel device 72 in a flat shape. A pulling wire 71 is connected to the end of the lining tube 7 and wound around the reel device 72.

【0017】次に、管路1の他端開口部1bに吸引装置
5を接続する。そして前記吸引装置5を稼働することに
よって該管路内に負圧を生起させる。すると該負圧によ
り先導ピグ6が接着剤3’をシールしながら,すなわち
接着剤3’が先導ピグ6より先に開口部1b側に移動す
るのを防止しながら,管路の開口部1b側へ移動する共
に、内張りチューブ7が管路1内で裏返されながら進行
し、管路1内面に確実に貼着されている。
Next, a suction device 5 is connected to the other end opening 1b of the pipeline 1. By operating the suction device 5, a negative pressure is generated in the pipeline. Then, while the leading pig 6 seals the adhesive 3 ′ by the negative pressure, that is, while preventing the adhesive 3 ′ from moving toward the opening 1 b before the leading pig 6, the leading pig 6 closes the opening 1 b of the pipeline. , The lining tube 7 proceeds while being turned inside out in the pipeline 1, and is securely adhered to the inner surface of the pipeline 1.

【0018】[0018]

【発明の効果】本発明の請求項1記載の既設管修理工法
によれば、第1工程で管内壁面に接着剤のライニング膜
を形成する。そして第2工程として、まず既設管路の一
端開口部に内張りチューブの内面を外側に折り返して該
チューブを装着する。そして前記管路の他端開口部に吸
引装置を装着して該管路内に負圧を生起させる。すると
該負圧により内張りチューブは反転しながら管路内に引
き込まれていく。この際、接着剤が管内面に塗布されて
いくため、チューブが管路内面に適正に貼着されてい
く。
According to the existing pipe repair method of the present invention, a lining film of an adhesive is formed on the inner wall surface of the pipe in the first step. Then, as a second step, first, the inner surface of the lining tube is turned outward at the one end opening of the existing pipeline, and the tube is mounted. Then, a suction device is attached to the other end opening of the conduit to generate a negative pressure in the conduit. Then, the liner tube is drawn into the pipeline while being inverted by the negative pressure. At this time, since the adhesive is applied to the inner surface of the tube, the tube is appropriately adhered to the inner surface of the tube.

【0019】本発明による請求項2,3,4記載の既設
管路の修理工法では、第1工程でピグライニング等によ
り管内壁面に接着剤のライニング膜を形成する。この
際、第1工程で形成した接着剤のライニング膜に、仮に
ムラがあった場合にもプラグ状の接着剤がこれを補い、
内張りチューブは適正に管内面に貼着されていく。そし
てこの際、施工管は長延長にも拘わらず、管内に導入す
る接着剤の量は少量であるため、施工時間が長期化する
ことはないため、接着剤が施工中に硬化することはなく
なる。
In the method of repairing an existing pipeline according to the second, third, and fourth aspects of the present invention, a lining film of an adhesive is formed on the inner wall surface of the pipe by, for example, pig lining in a first step. At this time, even if the adhesive lining film formed in the first step has irregularity, the plug-like adhesive compensates for this,
The lining tube is properly adhered to the inner surface of the tube. And at this time, the amount of adhesive to be introduced into the pipe is small, despite the lengthening of the pipe, so that the working time is not prolonged, so that the adhesive does not harden during the work. .

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

【図1】本発明における既設管路の修理工法の第1工程
を示す説明図である。
FIG. 1 is an explanatory view showing a first step of a method of repairing an existing pipeline in the present invention.

【図2】本発明における既設管路の修理工法の第2工程
を示す説明図である。
FIG. 2 is an explanatory view showing a second step of a repair method for an existing pipeline in the present invention.

【図3】従来例を示す説明図である。FIG. 3 is an explanatory diagram showing a conventional example.

【符号の説明】[Explanation of symbols]

1 既設配管 1a 開口部 1b 開口部 3 接着剤 3’ 接着剤 4 ライニングピグ 5 吸引装置 51 圧力計 52 バルブ 6 先導ピグ 7 内張りチューブ 71 牽引ワイヤ 72 リール DESCRIPTION OF SYMBOLS 1 Existing piping 1a Opening 1b Opening 3 Adhesive 3 'Adhesive 4 Lining pig 5 Suction device 51 Pressure gauge 52 Valve 6 Leading pig 7 Inner tube 71 Traction wire 72 Reel

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成10年3月3日[Submission date] March 3, 1998

【手続補正1】[Procedure amendment 1]

【補正対象書類名】図面[Document name to be amended] Drawing

【補正対象項目名】図1[Correction target item name] Fig. 1

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図1】 FIG.

【手続補正2】[Procedure amendment 2]

【補正対象書類名】図面[Document name to be amended] Drawing

【補正対象項目名】図2[Correction target item name] Figure 2

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図2】 FIG. 2

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 既設管路の一端開口部より、管路内に可
撓性の内張りチューブを反転しながら導入して管路内面
に貼着する既設管路の修理工法において、 第1工程として、上記既設管路の一端開口部より接着剤
をプラグ状に該管路内に導入し、ライニング手段により
前記既設管路内面に接着剤のライニング膜を形成し、 第2工程として、上記管路一端開口部に内張りチューブ
の先端部を反転導入する状態にして固定し、上記管路の
他端開口部に吸引装置を配設し、該吸引装置により管路
内に負圧を生起させて該負圧により内張りチューブを管
路の他端側へ移動させることにより、管内面に付着する
接着剤により内張りチューブを管内面に貼着するように
施工することを特徴とする既設管路の修理工法。
1. A method of repairing an existing pipeline, in which a flexible lining tube is introduced into the pipeline while being inverted from one end opening of the existing pipeline and is adhered to the inner surface of the pipeline, as a first step. An adhesive is introduced into the pipeline in a plug form from one end opening of the existing pipeline, and a lining film of the adhesive is formed on the inner surface of the existing pipeline by a lining means; At one end opening, the tip of the lining tube is turned upside down and fixed, and a suction device is arranged at the other end opening of the above-mentioned pipeline, and a negative pressure is generated in the pipeline by the suction device. A method for repairing an existing pipeline, wherein the lining tube is moved to the other end of the pipeline by a negative pressure, so that the lining tube is adhered to the interior surface of the pipeline with an adhesive adhered to the interior surface of the pipeline. .
【請求項2】 既設管路の一端開口部より、管路内に可
撓性の内張りチューブを反転しながら導入して管路内面
に貼着する既設管路の修理工法において、 第1工程として、上記既設管路の一端開口部より接着剤
をプラグ状に該管路内に導入し、ライニング手段により
前記既設管路内面に接着剤のライニング膜を形成し、 第2工程として、上記既設管路の一端開口部より先導ピ
グを管内に導入し、上記先導ピグの後段に,少量の接着
剤をフラグ状に管内に導入し、 上記プラグ状接着剤の後段で,上記管路一端開口部に内
張りチューブの先端部を反転導入する状態にして固定
し、 上記管路の他端開口部に吸引装置を配設し、該吸引装置
により管路内に負圧を生起させて該負圧により先導ピ
グ,接着剤,内張りチューブを管路の他端側へ移動させ
ることにより、内張りチューブを管内面に貼着するよう
に施工することを特徴とする既設管路の修理工法。
2. A method of repairing an existing pipeline, in which a flexible lining tube is introduced into the pipeline from the one end opening of the existing pipeline while being turned over and adhered to the inner surface of the pipeline, as a first step. An adhesive is introduced in a plug form into the pipeline from one end opening of the existing pipeline, and a lining film of the adhesive is formed on the inner surface of the existing pipeline by lining means. A leading pig is introduced into the pipe from one end opening of the passage, a small amount of adhesive is introduced into the pipe in a flag-like manner after the leading pig, and the leading end pig is introduced into the pipe one end opening after the plug-like adhesive. The tip end of the lining tube is reversed and fixed, and a suction device is disposed at the other end opening of the above-mentioned conduit, a negative pressure is generated in the conduit by the suction device, and the suction is performed by the negative pressure. Move the pig, adhesive, and lining tube to the other end of the pipeline It makes repair method of the existing pipeline, characterized in that the construction to bonding the lining tube into the tube surface.
【請求項3】 上記ライニング手段として、既設管路の
一端開口部よりプラグ状に導入された接着剤の後段に、
上記既設管路の内径より若干小さい外径を有するライニ
ングピグを管路内に導入し、上記既設管路の他端開口部
に吸引装置を配設し、負圧により上記ライニングピグを
移動させて管路内壁面にライニング膜を形成することを
特徴とする請求項1記載の既設管路の修理工法。
3. As the lining means, after the adhesive introduced in a plug shape from one end opening of the existing pipeline,
A lining pig having an outer diameter slightly smaller than the inner diameter of the existing pipeline is introduced into the pipeline, a suction device is disposed at the other end opening of the existing pipeline, and the lining pig is moved by negative pressure. The method for repairing an existing pipeline according to claim 1, wherein a lining film is formed on an inner wall surface of the pipeline.
【請求項4】 上記先導ピグは上記管路の内径より若干
小さい外径を有し、弾性力を有するスポンジ材で形成さ
れていることを特徴とする請求項2,3記載の既設管路
の修理工法。
4. An existing pipeline according to claim 2, wherein said leading pig has an outer diameter slightly smaller than an inner diameter of said pipeline and is formed of a sponge material having elasticity. Repair method.
JP4536898A 1998-02-26 1998-02-26 Repair method for existing pipeline Expired - Fee Related JP3410354B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4536898A JP3410354B2 (en) 1998-02-26 1998-02-26 Repair method for existing pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4536898A JP3410354B2 (en) 1998-02-26 1998-02-26 Repair method for existing pipeline

Publications (2)

Publication Number Publication Date
JPH11240072A true JPH11240072A (en) 1999-09-07
JP3410354B2 JP3410354B2 (en) 2003-05-26

Family

ID=12717341

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4536898A Expired - Fee Related JP3410354B2 (en) 1998-02-26 1998-02-26 Repair method for existing pipeline

Country Status (1)

Country Link
JP (1) JP3410354B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1258654A1 (en) 2001-05-15 2002-11-20 Tsubakimoto Chain Co. Chain incorporating rolling bodies
US6742935B2 (en) 2001-02-09 2004-06-01 Tsubakimoto Chain Co. Roller bearings and chain incorporating the roller bearings

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6742935B2 (en) 2001-02-09 2004-06-01 Tsubakimoto Chain Co. Roller bearings and chain incorporating the roller bearings
EP1258654A1 (en) 2001-05-15 2002-11-20 Tsubakimoto Chain Co. Chain incorporating rolling bodies

Also Published As

Publication number Publication date
JP3410354B2 (en) 2003-05-26

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