JPH11245300A - Method for repairing existing pipeline - Google Patents

Method for repairing existing pipeline

Info

Publication number
JPH11245300A
JPH11245300A JP10047659A JP4765998A JPH11245300A JP H11245300 A JPH11245300 A JP H11245300A JP 10047659 A JP10047659 A JP 10047659A JP 4765998 A JP4765998 A JP 4765998A JP H11245300 A JPH11245300 A JP H11245300A
Authority
JP
Japan
Prior art keywords
pipeline
pipe
adhesive
tube
lining
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
JP10047659A
Other languages
Japanese (ja)
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 JP10047659A priority Critical patent/JPH11245300A/en
Publication of JPH11245300A publication Critical patent/JPH11245300A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To shorten an execution time and to certainly remove impurities remaining on the inner wall surface of a pipe to prevent the lowering of the bonding capacity of the tube bonded to the inner surface of an execution pipe by lining reversal. SOLUTION: A guide pig 3 having a polishing agent 3a applied thereto is introduced into an existing pipeline 1 from the opening part 1a provided to one end thereof and a cleaning agent C for cleaning the interior of the pipeline 1 and a necessary amt. of an adhesive 5 applied to the inner wall surface of the pipeline 1 are successively positioned behind the guide pig 3 to be introduced into the pipeline 1 in a plug state and the leading end part of a lining tube 6 fixed to the opening part 1a provided to one end of the pipeline 1 is fixed behind the plug-shaped adhesive 5 in a reversively intoruducing state and a suction device 9 is arranged to the other opening part 1b of the pipeline 1 and negative pressure is generated in the pipeline 1 by the suction device 9 to move the guide pig 3, the cleaning agent C, the adhesive 5 and the lining tube 6 to the other end of the pipeline in series by negative pressure and, in this process, impurities on the inner surface of the pipeline 1 are scraped off and a cleaning process, a process for coating the inner surface of the pipeline with the adhesive and a process for laminating the lining tube 6 are executed.

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
配管に対して老朽化・破損対策として補修或いは修理を
行うための反転内張りライニング工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reversing lining method for repairing or repairing existing pipes such as gas and water pipes as a countermeasure for aging and damage.

【0002】[0002]

【従来の技術】既設管路を埋設状態のまま修理する技術
は、これまで様々な工法が開発されており、その例とし
ては、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接着する内張りライニ
ング工法等がある。
2. Description of the Related Art Various techniques have been developed so far for repairing existing pipelines in a buried state, such as a resin lining method for forming a resin lining film on the inner surface of a pipeline, There is a lining lining method or the like in which a flexible lining tube is introduced into a pipeline by inversion / non-inversion and adhered to the inner surface of the pipeline.

【0003】上述の工法の中で内張りライニング工法
は、地震等で管路に破損が生じたような場合でも樹脂ラ
イニングに比べて内張りチューブの気密性,可撓性によ
って破断等を起こすことなく管路の漏洩を防止できるこ
とから、地震対策に有効な管路の補修工法として注目さ
れているところである。
[0003] Among the above-mentioned construction methods, the lining lining method uses pipes without breaking due to the airtightness and flexibility of the lining tube as compared with the resin lining even when the pipeline is damaged due to an earthquake or the like. Because it can prevent road leakage, it is attracting attention as a method of repairing pipelines that is effective for earthquake countermeasures.

【0004】この内張りライニング工法の中の一つの工
法である内張り反転ライニング工法について更に説明す
ると、この工法では、施工前の準備段階として、まず内
張りチューブを管路内に沿って反転しながら牽引誘導す
るするためにベルト等の牽引具を内張りチューブに挿通
する工程と、修理対象の管路内面に内張りチューブを貼
り付けるための接着剤をチューブ内に封入する工程とを
要する。そして、上記の牽引具を管路内に挿通し、内張
りチューブの一端を管路の基端部側の開口部に折り返し
て装着し、更にこの開口部にブロア等を連結して内張り
チューブが反転するように加圧し、牽引具を牽引しなが
ら内張りチューブを管内に反転導入して管内面に添接さ
せるものである。
[0004] The lining reverse lining method, which is one of the lining methods, will be further described. In this method, as a preparation stage before construction, first, the lining tube is turned along the inside of the pipe while the traction guide is provided. For this purpose, a step of inserting a traction tool such as a belt through the lining tube and a step of sealing an adhesive for attaching the lining tube to the inner surface of the pipe to be repaired are required. Then, insert the above-mentioned traction tool into the conduit, attach one end of the lining tube to the opening on the base end side of the conduit, and attach a blower or the like to this opening to turn the lining tube upside down. Then, the lining tube is inverted and introduced into the pipe while being pulled by the pulling tool so as to be in contact with the inner surface of the pipe.

【0005】この内張り反転ライニング工法では、上述
のように施工前の準備作業が多く作業時間が長期化する
問題があることから、この問題を解決する先行技術とし
て以下のような提案がなされている。
[0005] In this lining reverse lining method, as described above, there is a problem that the preparatory work before construction is frequent and the working time is lengthened. Therefore, the following proposals are made as prior art to solve this problem. .

【0006】まず、特公昭61−20411号公報に記
載の工法は、図5に示すように、施工管aの一端開口部
bより管内に挿通塊cを導入し、次に接着剤dを流入し
て、その後に内張りチューブeの内面を外側に折り返し
て反転した状態で上記開口部bに固定し、該チューブe
を開口部b側から加圧して押し進めると同時に接着剤d
及び挿通塊cを前進させてチューブeを管内面に接着さ
せていくものである。
First, according to the method described in Japanese Patent Publication No. 61-20411, as shown in FIG. 5, an inserted mass c is introduced into an installation pipe a through an opening b at one end thereof, and then an adhesive d flows thereinto. Thereafter, the inner surface of the lining tube e is turned outward and fixed to the opening b in an inverted state.
Is pressed and pushed from the opening b side, and the adhesive d
Further, the insertion mass c is advanced to adhere the tube e to the inner surface of the tube.

【0007】また、これを更に改善して、上記の挿通塊
cに換えて管路の内径より若干大きい径を有する先導ピ
グを管路内に導入して、次に管路内面に塗布する必要量
の接着剤を先導ピグの後方に導入し、この接着剤に隣接
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
路内面に接着するものも提案されている。
In order to further improve the above, it is necessary to introduce a leading pig having a diameter slightly larger than the inner diameter of the pipe into the pipe instead of the insertion block c, and then apply it to the inner surface of the pipe. A quantity of adhesive is introduced behind the leading pig, the lining tube e is inverted and introduced adjacent to this adhesive, and a suction device is attached to the other end opening of the pipe, so that a negative pressure is introduced into the pipe. A pressure is generated, and by this negative pressure, the lining tube is also introduced into the pipeline while the leading pig and the adhesive are moved to the other end of the pipeline, and the lining tube is moved to the inner surface of the pipeline by the leading adhesive. Adhesives have also been proposed.

【0008】[0008]

【発明が解決しようとする課題】ところで、内張り反転
ライニング工法を実施する場合には、チューブeを施工
管aの内面に接着することが前提となっているため、施
工管aの内面状況によって接着強度が低下するという問
題があった。つまり、施工管a内面にタールや腐食によ
る錆や塵等の不純物が存在していると、それらの表面に
塗付された接着剤は施工管aの内壁面に直接付着せずに
遊離した状態となる。このため、接着剤が硬化した後に
は、施工管aの内面から接着層が剥離してしまい、チュ
ーブeを施工管aの内面に強固に一体化されない部分が
発生することになる。そこで、チューブeを内張りする
前の段階で、接着不良の原因を発生する不純物を除去す
る必要がある。このため、内張り施工前に施工管内をク
リーニングして不純物を洗浄除去する工程が必要とな
る。しかし、このような洗浄工程を新たに設けると、施
工管内への洗浄装置の導入および洗浄作業さらには乾燥
作業等の多くの工程を必要とするため、内張り反転ライ
ニングに要する作業手間が多くなったり作業時間が長く
なってしまうことになる。しかも、単に洗浄のみでは不
純物が完全に除去されない場合もあり、この場合にはチ
ューブeと接着剤との間の接着強度の保障が得られない
ことになる。
However, when the lining inversion lining method is carried out, it is premised that the tube e is adhered to the inner surface of the construction pipe a. There was a problem that the strength was reduced. In other words, when impurities such as rust and dust due to tar and corrosion are present on the inner surface of the installation pipe a, the adhesive applied to those surfaces is released without directly adhering to the inner wall surface of the installation pipe a. Becomes For this reason, after the adhesive is cured, the adhesive layer is peeled off from the inner surface of the installation pipe a, and a portion where the tube e is not firmly integrated with the inner surface of the installation pipe a is generated. Therefore, it is necessary to remove impurities that cause the adhesion failure before the tube e is lined. Therefore, it is necessary to perform a step of cleaning the inside of the installation pipe to wash and remove impurities before the installation of the lining. However, if such a washing step is newly provided, since many steps such as introduction of a washing apparatus into the installation pipe, washing work, and drying work are required, work required for lining reversal lining is increased. Work time will be lengthened. In addition, impurities may not be completely removed by simply washing, and in this case, it is not possible to ensure the adhesive strength between the tube e and the adhesive.

【0009】本発明の目的は、上記した従来の内張り反
転ライニング工法における問題に鑑み、施工時間の短縮
化が図れると共に、管内壁面に残存する不純物の除去を
確実に行えるようにして内張り反転によって施工管内に
接着されるチューブの接着性能を低下させないようにす
ることができる既設管路の修理工法を提供することにあ
る。
SUMMARY OF THE INVENTION In view of the above problems in the conventional lining inversion lining method, the object of the present invention is to shorten the construction time and to remove the impurities remaining on the inner wall surface of the pipe without fail so that the lining is reversed. It is an object of the present invention to provide a method of repairing an existing pipeline, which can prevent the bonding performance of a tube bonded in the tube from being deteriorated.

【0010】[0010]

【課題を解決するための手段】上記目的を達成するため
に、請求項1記載の発明は、地中に埋設されている既設
管路の一端開口部より、管路内に可撓性のチューブを反
転させ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、上記既設管路の一端開口部から表面に
研磨剤を備えた先導ピグを管内に導入し、上記先導ピグ
の後段に、管路内を洗浄するための洗浄剤と管路内壁面
に塗付する必要量の接着剤とを順に位置させてプラグ状
に管内に導入し、上記プラグ状接着剤の後段で、上記管
路の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
圧により上記先導ピグ、洗浄剤、接着剤、内張りチュー
ブを一連に管路の他端側へ移動させる過程で、管路内面
の不純物の掻き取り工程と洗浄工程と管路内面への接着
剤の塗付工程および上記内張りチューブの貼着工程とを
実行することを特徴としている。
In order to achieve the above object, according to the present invention, a flexible tube is inserted into an existing pipe from the one end opening of an existing pipe buried underground. In the repairing method of the existing pipeline to be introduced while inverting and sticking to the inner surface of the pipeline, a leading pig having an abrasive on the surface is introduced into the pipe from one end opening of the existing pipeline, and the leading pig is introduced. In the latter stage, a cleaning agent for cleaning the inside of the pipeline and the necessary amount of adhesive to be applied to the inner wall of the pipeline are sequentially positioned and introduced into the pipe in a plug shape, and at the subsequent stage of the plug-like adhesive, The tip of the lining tube is fixed to the opening at one end of the conduit in a state of being inverted and introduced, and a suction device is disposed at the opening at the other end of the conduit, and the suction device generates a negative pressure in the conduit. Then, the leading pig, the cleaning agent, the adhesive, and the lining tube are successively connected to the pipeline by the negative pressure. In the process of moving to the end side, it is characterized by performing the attaching step of the coating with step and the lining tube of adhesive and scraping process impurities conduit inner surface to the cleaning step and conduit interior surface.

【0011】請求項2記載の発明は、請求項1記載の既
設管路の修理工法において、上記先導ピグは、上記既設
管路の内径よりも若干大きい外径を有する弾性体とその
表面に有する研磨剤層とを備えて構成されていることを
特徴としている。
According to a second aspect of the present invention, in the method for repairing an existing pipeline according to the first aspect, the leading pig has an elastic body having an outer diameter slightly larger than the inner diameter of the existing pipeline and a surface thereof. And a polishing agent layer.

【0012】[0012]

【作用】請求項1および2記載の発明では、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上記先導ピ
グ、洗浄剤、接着剤、内張りチューブを一連に管路の他
端側へ移動させる過程で、管路内面の不純物の掻き取り
工程と洗浄工程と管路内面への接着剤の塗付工程および
上記内張りチューブの貼着工程とを実行するので、先導
ピグによる不純物の掻き取り工程および洗浄工程とで管
内の不純物を完全に除去することができる。
According to the first and second aspects of the present invention, a negative pressure is generated in the pipeline by the suction device, and the leading pig, the cleaning agent, the adhesive, and the lining tube are sequentially connected to the other end of the pipeline by the negative pressure. In the process of moving to the side, the step of scraping impurities on the inner surface of the pipeline, the cleaning process, the step of applying an adhesive to the inner surface of the pipeline, and the step of attaching the lining tube are performed. Impurities in the tube can be completely removed by the scraping step and the cleaning step.

【0013】[0013]

【実施例】以下、本発明の詳細を図示実施例により説明
する。図1は、本発明の既設管路修理工法を説明するた
めの模式図である。同図において、符号1は地中に埋設
された施工対象の既設管路であり、符号2は既設管路1
と接続されている本管である。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. FIG. 1 is a schematic view for explaining an existing pipeline repair method of the present invention. In the figure, reference numeral 1 denotes an existing pipeline to be buried underground, and reference numeral 2 denotes an existing pipeline 1.
Is the mains connected to

【0014】図に示すように、本実施例で施工対象とす
る既設管路1は、途中にエルボAやソケットB等の管継
手が介在された構成となっている。管路1の修理を行う
にあたり、その準備として、まず管路1を一旦本管2か
ら切断しておく。
As shown in the drawing, the existing pipeline 1 to be constructed in this embodiment has a configuration in which a pipe joint such as an elbow A or a socket B is interposed in the middle. In repairing the pipeline 1, as a preparation, the pipeline 1 is first cut from the main pipe 2 once.

【0015】本発明の修理工法の手順としては、図2に
示すように、まず既設管路1の他端開口部1bに吸引装
置9を気密に接続したうえで、一端開口部1aより、管
路1の内壁面に存在する不純物を掻き取り可能な研磨剤
3aを備えた先導ピグ3を管路1内に導入する。
As shown in FIG. 2, the procedure of the repair method according to the present invention is as follows. First, the suction device 9 is airtightly connected to the other end opening 1b of the existing pipeline 1, and then the pipe is connected through the one end opening 1a. A leading pig 3 provided with an abrasive 3a capable of scraping impurities present on the inner wall surface of the channel 1 is introduced into the channel 1.

【0016】次に、管路1の内面を洗浄するための洗浄
剤Cを収容した洗浄剤カセット20を一端開口部1aに
装着し、所要量の洗浄剤Cをプラグ状に先導ピグ3の後
段側に位置させるように管路1内に導入する。洗浄剤C
は、管路1の内壁面に付着しているタールや塵等の不純
物を溶解若しくは剥離させることができる弱酸性材料が
用いられ、また、この弱酸性材料に合せて後述する接着
剤の接着力に悪影響がない場合には、管路内面に付着し
ている油脂成分を除去するための界面活性剤等を用いる
こともある。洗浄剤Cの後段には、洗浄剤を吸取るため
の吸取りピグ4が管路1内に導入され、次いで、接着剤
5を収容している接着剤カセット21を管路1の一端開
口部1aに装着し、管路1の内面に塗布する必要量の接
着剤5をプラグ状に先導ピグ3の後段側に位置するよう
に管路1内に導入させる。そして、該接着剤5の後段
で、管路1の一端開口部1aに内張りチューブ6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1
aに固定する。本実施例では、接着剤として、a)エポ
キシ樹脂、b)微粉末シリカを主成分とする揺変剤、
c)球状微粒子を主成分とする滑剤、d)上記b)と相
溶性に優れ、かつ上記a)を硬化させるのに十分な量の
硬化剤を組成成分として含むものが用いられる。
Next, a cleaning agent cassette 20 containing a cleaning agent C for cleaning the inner surface of the pipeline 1 is mounted on the opening 1a at one end, and a required amount of the cleaning agent C is plugged into the subsequent stage of the leading pig 3. Into the pipeline 1 so as to be positioned on the side. Detergent C
Is made of a weakly acidic material capable of dissolving or peeling off impurities such as tar and dust adhering to the inner wall surface of the pipe 1, and an adhesive force of an adhesive described later in accordance with the weakly acidic material. If there is no adverse effect on the water content, a surfactant or the like may be used to remove oil and fat components adhering to the inner surface of the pipeline. At the subsequent stage of the cleaning agent C, a suction pig 4 for sucking the cleaning agent is introduced into the pipe 1, and then the adhesive cassette 21 containing the adhesive 5 is moved to one end opening 1 a of the pipe 1. And the necessary amount of adhesive 5 applied to the inner surface of the pipe 1 is introduced into the pipe 1 so as to be located in the rear side of the leading pig 3 in the form of a plug. Then, at the subsequent stage of the adhesive 5, the tip of the lining tube 6 is turned back to the one end opening 1 a of the pipe 1 so that the inner surface thereof is turned outward, and the one end opening 1
a. In this embodiment, as the adhesive, a) an epoxy resin, b) a thixotropic agent containing finely divided silica as a main component,
c) A lubricant containing spherical fine particles as a main component, and d) a lubricant excellent in compatibility with b) and containing a sufficient amount of a curing agent as a component for curing a) is used.

【0017】ここで上記先導ピグ3および吸取りピグ4
は、スポンジで形成されており、その外径は既設管路1
の内径より若干大きい外径を有する球形ピグである。先
導ピグ3は、上記のスポンジ等の弾性体の表面あるいは
弾性体中に研磨粒あるいは研磨剤を散在させた研磨層を
有し、その研磨層が管路1の内壁面を摺擦するようにな
っている。さらに、吸取りピグ4には、後段に位置する
接着剤5と洗浄剤Cとの混合を防止するために、ゴム等
の弾性体を仕切部材として一体化することもある。ま
た、内張りチューブ6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8に巻装されている。
また、該内張りチューブ6の終端部には牽引ワイヤ(図
示されず)が連結され、前記リール装置8に巻装されて
送出および巻き取りが行えるようになっている。
Here, the leading pig 3 and the sucking pig 4
Is formed of a sponge, the outer diameter of which is
Is a spherical pig having an outer diameter slightly larger than the inner diameter of the spherical pig. The leading pig 3 has a polishing layer in which abrasive grains or abrasives are scattered on the surface of an elastic body such as the above-mentioned sponge or the elastic body, and the polishing layer rubs the inner wall surface of the pipeline 1. Has become. Further, an elastic body such as rubber may be integrated with the suction pig 4 as a partition member in order to prevent mixing of the adhesive 5 and the cleaning agent C located at a later stage. The lining tube 6 is formed of a flexible fiber, and is wound around the reel device 8 in a flat shape.
A pulling wire (not shown) is connected to the end of the lining tube 6 and is wound around the reel device 8 so as to be able to send out and wind up.

【0018】吸引装置9には、管路1内の圧力を検出し
て表示する圧力計91と、バルブ92とが設けられてお
り、バルブ92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9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3が管路1の内壁面を研磨して不純物
を掻き取るとともに洗浄剤Cをシールしながら、すなわ
ち、洗浄剤Cが先導ピグ3よりも前側に移動するのを防
止しながら管路の開口部1b側へ移動すると共に、吸取
りピグ4も同様にして、接着剤5をシールしながら,す
なわち接着剤5が吸取りピグ4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。さらに、接着剤5の後段側では、内張りチューブ
6が管路1内で裏返されながら進行する。先導ピグ3
は、後方に位置する洗浄剤Cを幾分含浸することができ
る場合には、その洗浄剤Cにより溶解あるいは剥離が早
められて不純物の掻き取り効果を高められる。また、こ
の場合には、洗浄剤Cが滑剤となり、先導ピグ3の摺動
抵抗を軽減させることにもなる。
The suction device 9 is provided with a pressure gauge 91 for detecting and displaying the pressure in the pipeline 1 and a valve 92. The pressure in the pipeline 1 is kept constant while adjusting the valve 92. I am trying to do it. By operating the suction device 9, a negative pressure is generated in the pipeline. The negative pressure causes the leading pig 3 to polish the inner wall surface of the conduit 1 to scrape impurities and seal the cleaning agent C, that is, to prevent the cleaning agent C from moving forward of the leading pig 3. While moving to the opening 1b side of the pipeline, the suction pig 4 similarly does the same while sealing the adhesive 5, that is, the adhesive 5 moves to the opening 1b side before the suction pig 4. It moves to the opening 1b side of the pipeline while preventing. Further, on the downstream side of the adhesive 5, the lining tube 6 advances while being turned upside down in the pipeline 1. Leading pig 3
In the case where the cleaning agent C located behind can be impregnated to some extent, the cleaning agent C accelerates dissolution or peeling, and enhances the effect of scraping impurities. Further, in this case, the cleaning agent C serves as a lubricant, which also reduces the sliding resistance of the leading pig 3.

【0019】この際、吸取りピグ4により洗浄後の洗浄
剤Cが吸取られることにより、後段に位置する接着剤5
との混合が防止され、接着剤の変質が抑止される。この
ようにして洗浄後に管路内面に対して接着剤5が移動す
ることにより、管内面から不純物が除去された後に必要
量の接着剤のみが管内面に塗布されるようになり、空気
を巻込むことなく内張りチューブ6が管内面塗布された
接着剤5によって管内面に貼着されていく。また、内張
りチューブ6は接着剤5に隣接した状態で移動すること
から、接着剤5は管路1の内面に塗布されると共に、内
張りチューブ6の折り返し部6a(図2を参照)にも塗
布されるので、チューブ6を管路内面に確実に貼着する
ことができる。
At this time, the cleaning agent C after cleaning is sucked by the sucking pig 4 so that the adhesive 5 located at the subsequent stage is sucked.
Of the adhesive is prevented, and the deterioration of the adhesive is suppressed. In this way, the adhesive 5 moves to the inner surface of the pipe after the cleaning, so that only a necessary amount of adhesive is applied to the inner surface of the pipe after impurities are removed from the inner face of the pipe, and air is circulated. The lining tube 6 is adhered to the inner surface of the tube without being inserted by the adhesive 5 applied to the inner surface of the tube. Further, since the lining tube 6 moves in a state adjacent to the adhesive 5, the adhesive 5 is applied to the inner surface of the pipe 1 and also to the folded portion 6a of the lining tube 6 (see FIG. 2). Therefore, the tube 6 can be securely adhered to the inner surface of the conduit.

【0020】また、図3に示すように、負圧によって先
導ピグ3、洗浄剤C、吸取りピグ4、接着剤5及び内張
りチューブ6は進行方向に導かれて移動することからそ
れぞれの進行性が良く、仮に管路途中に曲がり部があっ
てもスムーズに通過していき、チューブ6が順調に反転
しながら管内面に沿って貼着されていく。
As shown in FIG. 3, the leading pig 3, the cleaning agent C, the sucking pig 4, the adhesive 5, and the lining tube 6 are guided by the negative pressure and move in the traveling direction, so that each of them has a progressive property. Even if there is a bend in the middle of the pipe, the tube 6 passes smoothly, and the tube 6 is adhered along the inner surface of the pipe while being smoothly inverted.

【0021】さらに、上記先導ピグ3および吸取りピグ
4は、管路1の内径より若干大きい外径を有し弾力性を
有するスポンジ材で形成することから、該ピグは圧縮さ
れて管内1に導入されて、管路の段差部7(図4を参
照)にさしかかったときに拡径してシール性を保ちなが
ら移動することができる。それにより先導ピグ3および
吸取りピグ4が段差部7のような箇所にさしかかって
も、管内面とピグとの間に間隙が形成されないので、洗
浄剤Cや接着剤5が先導ピグ3あるいは吸取りピグ4よ
り前方に流出することが確実に防止される。さらに図示
しないが、仮に管路1内面に水滴等が付着していた場合
に、前記先導ピグ3あるいは吸い取りピグ4にて該水滴
を除去(吸収)することができ、水滴による接着不良を
防止することができるようになる。
Further, since the leading pig 3 and the suction pig 4 are formed of a sponge material having an outer diameter slightly larger than the inner diameter of the pipe 1 and having elasticity, the pig is compressed and introduced into the pipe 1. Then, when approaching the step 7 (see FIG. 4) of the pipeline, the diameter can be increased and the pipe can be moved while maintaining the sealing property. As a result, even if the leading pig 3 and the sucking pig 4 reach a place such as the stepped portion 7, no gap is formed between the inner surface of the pipe and the pig. 4 is reliably prevented from flowing forward. Further, although not shown, if water droplets or the like adhere to the inner surface of the conduit 1, the water droplets can be removed (absorbed) by the leading pig 3 or the suction pig 4, thereby preventing poor adhesion due to the water droplets. Will be able to do it.

【0022】また、特に曲がり部が多い管路等で、内張
りチューブ6の導入(進行)性が特定の場所で悪くなっ
た場合に、吸引装置9のバルブ92を操作して管路1内
の負圧を一旦低下させる。そして、内張りチューブ6を
所要量引き戻すことで、内張りチューブ6を後退させ、
再び管路1内の負圧を高めて、内張りチューブ6の再導
入を図る。このようにすることで、チューブ6の導入
(進行)に勢いが付き、仮に曲がり角度のきついエルボ
等で導入不通になったとしても、勢いを付けることで、
チューブ6を進行させることができるようなる。
Further, particularly when the introduction (progression) of the lining tube 6 is deteriorated at a specific place, for example, in a pipe line having many bent portions, the valve 92 of the suction device 9 is operated to operate the pipe line 1. Reduce the negative pressure once. Then, by pulling back the required amount of the lining tube 6, the lining tube 6 is retracted,
The negative pressure in the pipeline 1 is increased again to re-introduce the lining tube 6. In this way, the introduction (progress) of the tube 6 is given a momentum, and even if the introduction is interrupted by an elbow or the like having a sharp bend angle, the introduction of the tube 6 gives a momentum.
The tube 6 can be advanced.

【0023】[0023]

【発明の効果】以上説明したように、請求項1および2
記載の発明によれば、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上記先導ピグ、洗浄剤、接着剤、
内張りチューブを一連に管路の他端側へ移動させる過程
で、管路内面の不純物の掻き取り工程と洗浄工程と管路
内面への接着剤の塗付工程および上記内張りチューブの
貼着工程とを同時進行で実行するので、先導ピグによる
不純物の掻き取り工程および洗浄工程とで管内の不純物
を完全に除去することができる。これにより、内張り反
転ライニングに要する作業手間が多くなったり作業時間
が長くなるのが防止できるとともに、管内に残存する不
純物を掻き取りさらに洗浄することで完全に除去するこ
とができ、内張りチューブと接着剤との間の接着強度を
保障することが可能になる。
As described above, claims 1 and 2
According to the described invention, a suction device generates a negative pressure in a pipe line, and the leading pressure, the cleaning agent, the adhesive,
In the process of moving the lined tube to the other end of the line in a series, the step of scraping impurities and the step of cleaning the inner surface of the line, the step of applying an adhesive to the inner surface of the line, and the step of adhering the lined tube. Are carried out simultaneously, so that impurities in the tube can be completely removed by the step of scraping impurities by the leading pig and the step of cleaning. As a result, it is possible to prevent the work required for the liner reversing lining from being increased and the work time to be prolonged, and it is also possible to completely remove the impurities remaining in the pipe by scraping and washing them, and to adhere to the liner tube. It is possible to guarantee the adhesive strength between the agent and the agent.

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

【図1】請求項1乃至2記載の発明による既設管路の修
理工法を説明するための管路の模式図である。
FIG. 1 is a schematic diagram of a pipeline for explaining a method of repairing an existing pipeline according to the first and second aspects of the present invention.

【図2】図1に示した既設管路内に導入される部材の順
序を説明するための模式図である。
FIG. 2 is a schematic diagram for explaining an order of members introduced into an existing pipeline shown in FIG.

【図3】管路の曲がり部での施工状況を示す説明図であ
る。
FIG. 3 is an explanatory diagram showing a construction state at a bent portion of a pipeline.

【図4】管路の段差部での施工状況を示す説明図であ
る。
FIG. 4 is an explanatory diagram showing a construction situation at a step portion of a pipeline.

【図5】従来の既設管路の修理工法を説明するための概
略図である。
FIG. 5 is a schematic diagram for explaining a conventional method of repairing an existing pipeline.

【符号の説明】[Explanation of symbols]

1 既設管路 1a 一端開口部 1b 他端開口部 2 本管 3 先導ピグ 3a 研磨剤 4 吸取りピグ 5 接着剤 6 内張りチューブ 8 リール 9 吸引装置 C 洗浄剤 DESCRIPTION OF SYMBOLS 1 Existing pipeline 1a One end opening 1b Other end opening 2 Main pipe 3 Leading pig 3a Polishing agent 4 Suction pig 5 Adhesive 6 Lining tube 8 Reel 9 Suction device C Cleaning agent

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 地中に埋設されている既設管路の一端開
口部より、管路内に可撓性のチューブを反転させながら
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、 上記既設管路の一端開口部から表面に研磨剤を備えた先
導ピグを管内に導入し、 上記先導ピグの後段に、管路内を洗浄するための洗浄剤
と管路内壁面に塗付する必要量の接着剤とを順に位置さ
せてプラグ状に管内に導入し、 上記プラグ状接着剤の後段で、上記管路の一端開口部に
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上記先導
ピグ、洗浄剤、接着剤、内張りチューブを一連に管路の
他端側へ移動させる過程で、管路内面の不純物の掻き取
り工程と洗浄工程と管路内面への接着剤の塗付工程およ
び上記内張りチューブの貼着工程とを実行することを特
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 tube is introduced into the pipeline from an opening at one end of the pipeline buried in the ground while being inverted, and is adhered to the inner surface of the pipeline. In the above, a leading pig provided with an abrasive on the surface is introduced into the pipe from one end opening of the existing pipe, and a cleaning agent for cleaning the inside of the pipe and a wall surface of the pipe are coated at a stage subsequent to the leading pig. The required amount of adhesive to be applied is sequentially placed and introduced into the pipe in a plug shape. At the subsequent stage of the plug-shaped adhesive, the tip of the lining tube is fixed in a state where the tip of the lining tube is inverted and introduced into the opening at one end of the conduit. Then, a suction device is disposed at the other end opening of the pipe, and a negative pressure is generated in the pipe by the suction device, and the leading pig, the cleaning agent, the adhesive, and the lining tube are sequentially connected by the negative pressure. During the process of moving to the other end of the pipeline, the process of scraping impurities and cleaning Repair method of the existing conduit and executes the attaching step of the process and coat-step and the lining tube of the adhesive to the pipe inner surface.
【請求項2】 請求項1記載の既設管路の修理工法にお
いて、 上記先導ピグは、上記既設管路の内径よりも若干大きい
外径を有する弾性体とその表面に有する研磨剤層とを備
えて構成されていることを特徴とする既設管路の修理工
法。
2. The method for repairing an existing pipeline according to claim 1, wherein the leading pig comprises an elastic body having an outer diameter slightly larger than an inner diameter of the existing pipeline and an abrasive layer on a surface thereof. A method of repairing existing pipelines, characterized by being constructed as follows.
JP10047659A 1998-02-27 1998-02-27 Method for repairing existing pipeline Pending JPH11245300A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10047659A JPH11245300A (en) 1998-02-27 1998-02-27 Method for repairing existing pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10047659A JPH11245300A (en) 1998-02-27 1998-02-27 Method for repairing existing pipeline

Publications (1)

Publication Number Publication Date
JPH11245300A true JPH11245300A (en) 1999-09-14

Family

ID=12781395

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10047659A Pending JPH11245300A (en) 1998-02-27 1998-02-27 Method for repairing existing pipeline

Country Status (1)

Country Link
JP (1) JPH11245300A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002066423A (en) * 2000-08-30 2002-03-05 Yuushin Kk Instrument and method for renewing piping
JP2008545557A (en) * 2005-06-03 2008-12-18 シールドライナー・リミテッド Apparatus and method for lining a conduit
JP2010051885A (en) * 2008-08-27 2010-03-11 Lining Service Kk Pig cleaner and pig cleaning method of piping
JP2018155092A (en) * 2017-03-15 2018-10-04 株式会社栗本鐵工所 Method for removing contaminant on inner face of pipeline

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63158182A (en) * 1986-12-23 1988-07-01 大阪瓦斯株式会社 Method of washing duct
JPH0322868U (en) * 1989-07-19 1991-03-11
JPH06292860A (en) * 1992-06-29 1994-10-21 Nogawa Chem Kk Method for regenerating piping
JPH09131794A (en) * 1995-09-06 1997-05-20 Tokyo Gas Co Ltd Repairing construction method of existing pipeline

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63158182A (en) * 1986-12-23 1988-07-01 大阪瓦斯株式会社 Method of washing duct
JPH0322868U (en) * 1989-07-19 1991-03-11
JPH06292860A (en) * 1992-06-29 1994-10-21 Nogawa Chem Kk Method for regenerating piping
JPH09131794A (en) * 1995-09-06 1997-05-20 Tokyo Gas Co Ltd Repairing construction method of existing pipeline

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002066423A (en) * 2000-08-30 2002-03-05 Yuushin Kk Instrument and method for renewing piping
JP2008545557A (en) * 2005-06-03 2008-12-18 シールドライナー・リミテッド Apparatus and method for lining a conduit
JP2010051885A (en) * 2008-08-27 2010-03-11 Lining Service Kk Pig cleaner and pig cleaning method of piping
JP2018155092A (en) * 2017-03-15 2018-10-04 株式会社栗本鐵工所 Method for removing contaminant on inner face of pipeline

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