JP3160354B2 - Pipe line repair method by suction lining - Google Patents

Pipe line repair method by suction lining

Info

Publication number
JP3160354B2
JP3160354B2 JP06946892A JP6946892A JP3160354B2 JP 3160354 B2 JP3160354 B2 JP 3160354B2 JP 06946892 A JP06946892 A JP 06946892A JP 6946892 A JP6946892 A JP 6946892A JP 3160354 B2 JP3160354 B2 JP 3160354B2
Authority
JP
Japan
Prior art keywords
resin
pipe
pipeline
repairing
branch pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP06946892A
Other languages
Japanese (ja)
Other versions
JPH05228439A (en
Inventor
高則 伊藤
雅樹 名取
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 JP06946892A priority Critical patent/JP3160354B2/en
Publication of JPH05228439A publication Critical patent/JPH05228439A/en
Application granted granted Critical
Publication of JP3160354B2 publication Critical patent/JP3160354B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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、都市ガスや水道用の地
下に埋設された管路の樹脂による補修工法に関し、詳し
くは支管と供内管とよりなる地下埋設管路に対する負圧
を利用した補修工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for repairing a pipe buried underground for city gas or water supply using a resin, and more particularly, to use a negative pressure for an underground buried pipe consisting of a branch pipe and a service pipe. Related to the repair method.

【0002】[0002]

【従来の技術】従来より、地下埋設管路を補修するため
に、2液混合常温硬化型のエポキシ樹脂を管路内面に塗
布して塗膜を形成する,いわゆる樹脂ライニング工法が
知られている。
2. Description of the Related Art Conventionally, a so-called resin lining method has been known, in which a two-component mixed-room-temperature-curable epoxy resin is applied to the inner surface of a pipe to form a coating film in order to repair an underground pipe. .

【0003】[0003]

【発明が解決しようとする課題】しかし、従来の樹脂ラ
イニング工法は、ピグと呼ばれる管内送行体を用いるた
め、異なった径の管路を補修するためにはピグの交換な
どの手間を要し、管路の曲がり部の施工が困難で、か
つ、管路の凹みや錆によるピグの詰まりが生じやすく、
施工上の効率が良くなかった。
However, the conventional resin lining method uses an in-pipe transporter called a pig, so that repairing a pipe of a different diameter requires labor such as exchanging the pig. It is difficult to construct the bent part of the pipeline, and the clogging of the pig due to the dent or rust of the pipeline is likely to occur,
Construction efficiency was not good.

【0004】また、ピグの移送は、ワイヤで牽引するも
のと、高圧空気で圧送するものが知られているが、ワイ
ヤで牽引するものについては、ワイヤを管路内に挿通す
るのが困難であり、また、高圧空気による圧送によるも
のは、老朽化した埋設管の破断や腐食孔での吹き抜けが
起きやすかった。
[0004] Pigs are known to be transported by wire or by high-pressure air, but it is difficult for the pig to be inserted through a pipe. In addition, the pumping by high pressure air was apt to cause breakage of aged buried pipes and blow-through at corrosion holes.

【0005】さらに、管路の端部においては、ピグや樹
脂の噴き出しが生じて作業員に衝突する危険や、作業現
場を汚すおそれがあった。
[0005] Further, at the end of the pipe, there is a risk that a pig or a resin may be blown out to collide with an operator or to stain the work site.

【0006】本発明は、樹脂の移送に負圧を用いて、補
修すべき管路に高圧空気による負担をかけず、埋設管の
破断や腐食孔での吹き抜けが生ずることがなく、動力機
器や制御機器を一カ所に設置するだけで、移動の手間が
要らず、ピグを必要とせず、施工が容易で、騒音の小さ
い樹脂ライニング工法を提供することを目的とする。
According to the present invention, a negative pressure is used to transfer a resin, a pipe to be repaired is not burdened by high-pressure air, a buried pipe is not broken, and a blow-through at a corrosion hole does not occur. An object of the present invention is to provide a resin lining method that requires only a single installation of a control device, does not require time and effort for movement, does not require a pig, is easy to perform, and has low noise.

【0007】[0007]

【課題を解決するための手段】上記の目的を達成するた
めに本発明は、地下に埋設された管路の一端に樹脂を注
入し、空気圧により樹脂を移動させて管路内面に樹脂膜
を形成する管路の補修工法において、当該管路の一端に
真空ポンプに接続されて樹脂回収機能を有する真空タン
クを接続し、かつ管路の他端部を開放して、開放された
端部より樹脂を注入して樹脂プラグを形成させたのち、
真空ポンプによる負圧によって樹脂プラグを移送して管
路内に樹脂膜を形成するようにし、注入する樹脂の量
を、一回につき、数m以内の管路内に樹脂膜を形成する
に足る量とし、注入した樹脂が吹き抜けるごとに繰り返
し同量の樹脂を注入する作業を連続して行うことを特徴
とする。
In order to achieve the above object, the present invention provides a method in which a resin is injected into one end of a pipe buried underground, and the resin is moved by air pressure to form a resin film on the inner surface of the pipe. In the method of repairing a pipeline to be formed, one end of the pipeline is connected to a vacuum pump having a resin recovery function connected to a vacuum pump, and the other end of the pipeline is opened. After injecting resin to form a resin plug,
The resin plug is transferred by the negative pressure of the vacuum pump to form a resin film in the pipe, and the amount of injected resin is sufficient to form the resin film in the pipe within several meters at a time. It is characterized in that the operation of repeatedly injecting the same amount of resin is continuously performed every time the injected resin blows through.

【0008】また、本発明は、支管と複数の供内管とよ
りなる管路を補修するに際して、最初に補修すべき管路
の端部のみを開放してここから樹脂を注入して樹脂プラ
グを形成させ、他の管路の端部を閉鎖し、吸引ライニン
グによる最初の補修を行ったのち、次に補修すべき管路
についても同様に補修を行うことを特徴とする。
Further, according to the present invention, when repairing a pipeline composed of a branch pipe and a plurality of internal pipes, only the end of the pipeline to be repaired is opened first, and a resin is injected from the opening. Is formed, the end of the other pipeline is closed, the first repair is performed by the suction lining, and then the pipeline to be repaired next is similarly repaired.

【0009】さらに、本発明は、最初に支管の補修を行
ったのち、複数の供内管について補修を行い、支管の端
部からならしピグを管内に供給して該端部を閉鎖し、各
供内管の端部から圧縮ガスを供給しながら、真空ポンプ
からの負圧によりならしピグを移動させて支管内の樹脂
をならすことを特徴とする。
Further, according to the present invention, after repairing a branch pipe first, repairing a plurality of service pipes, supplying a leveling pig from the end of the branch pipe into the pipe, closing the end, While supplying compressed gas from the end of each service pipe, the leveling pig is moved by negative pressure from a vacuum pump to level the resin in the branch pipe.

【0010】[0010]

【作用】本発明は、上記の独自の構成を有することによ
り、管路の開放された端部に注入された樹脂は、他端部
に接続された真空ポンプより生ずる負圧により吸引され
て移動し、管路内に樹脂膜を形成する。このとき、注入
する樹脂の量を、一回につき、数m以内の管路内に樹脂
膜を形成するに足る一定の量とし、注入した樹脂が樹脂
膜に消費され、吹き抜けるごとに同じ作業を繰り返せ
ば、小さい負圧により迅速な樹脂の流れが形成されて、
円滑な作業ができる。
According to the present invention, the resin injected into the open end of the conduit is sucked and moved by the negative pressure generated by the vacuum pump connected to the other end by having the above-mentioned unique structure. Then, a resin film is formed in the pipeline. At this time, the amount of the resin to be injected is set to a constant amount enough to form a resin film in a pipe within several meters at a time, and the same work is performed every time the injected resin is consumed by the resin film and blows through. Repeatedly, a small negative pressure creates a rapid resin flow,
You can work smoothly.

【0011】また、地下の埋設管路は、一般に、太い支
管と、支管より枝分かれした各家庭に接続する複数の細
い供内管とよりなるが、そのような管路の補修に際して
は、先ず支管について施工し、次に複数の支管について
順次施工すると良い。その理由は、太い支管に施工する
と、細い供内管は支管との接続部において樹脂による詰
まりが生ずるが、その後に行われる供内管への施工によ
り、該詰まりは吹き抜けによって解消されるからであ
る。
An underground buried pipeline generally comprises a thick branch pipe and a plurality of thin internal pipes connected to each home branched from the branch pipe. When repairing such a pipeline, first, the branch pipe is used. It is preferable to construct the pipes in order, and then to sequentially construct a plurality of branch pipes. The reason is that when applied to a thick branch pipe, the narrow internal pipe becomes clogged with resin at the connection with the branch pipe, but the clogging is resolved by blow-by by the subsequent application to the internal pipe. is there.

【0012】さらに、負圧を作用させるに際して、真空
ポンプと真空ポンプが接続される管路との間に、真空タ
ンクを介在させると、該真空タンクが樹脂受けとして作
用して、樹脂により真空ポンプを傷めることがなく、さ
らに、真空ポンプによる負圧の脈動がなくなり、安定し
た樹脂の流れが得られ、樹脂膜の厚みが一定になる。
Further, when a negative pressure is applied, a vacuum tank is interposed between the vacuum pump and a pipe line to which the vacuum pump is connected. In addition, the negative pressure pulsation by the vacuum pump is eliminated, a stable resin flow is obtained, and the thickness of the resin film becomes constant.

【0013】[0013]

【実施例】以下、図面を参照して、本発明の実施例につ
いて説明する。図1は支管1部分の施工状態を示す断面
図である。図において、施工手順を説明すると、地下に
埋設された支管1と供内管2よりなる管路の補修すべき
区間の両端に作業穴10を掘削する。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a cross-sectional view showing a construction state of a branch pipe 1 portion. Referring to the drawing, the construction procedure will be described. Work holes 10 are excavated at both ends of a section to be repaired of a pipeline composed of a branch pipe 1 and a service pipe 2 buried underground.

【0014】該掘削穴10内において、支管1を切断
し、その一方に樹脂ホッパ4を固着する。また、他端に
はホース8により真空タンク6を接続する。さらに、供
内管2の先端部も切断され、着脱自在のキャップ3によ
って閉鎖されている。真空タンク6には、ホース9によ
り真空ポンプ7が接続され、真空ポンプ7の作動によ
り、真空タンク6を経て、支管1内に負圧が作用する。
真空タンク6は、余分の樹脂を回収する樹脂受け容器と
して機能するとともに、さらに真空を保存し、負圧を安
定させるアキュムレータとしても機能する。
In the borehole 10, the branch pipe 1 is cut, and a resin hopper 4 is fixed to one of the cut pipes. A vacuum tank 6 is connected to the other end by a hose 8. Further, the distal end of the service pipe 2 is also cut and closed by a detachable cap 3. A vacuum pump 7 is connected to the vacuum tank 6 by a hose 9, and a negative pressure acts on the branch pipe 1 via the vacuum tank 6 by the operation of the vacuum pump 7.
The vacuum tank 6 functions as a resin receiving container for collecting excess resin, and also functions as an accumulator for storing vacuum and stabilizing negative pressure.

【0015】以上のように構成された実施例において、
先ず、樹脂ホッパ4に上方より所定量の樹脂を注入す
る。樹脂は、2液混合常温硬化型のエポキシ樹脂が好適
であって、粘度は10万cps以下、硬化時間は4時間
以上のものが用いられる。
In the embodiment configured as described above,
First, a predetermined amount of resin is injected into the resin hopper 4 from above. The resin is preferably a two-part mixed room-temperature curing epoxy resin having a viscosity of 100,000 cps or less and a curing time of 4 hours or more.

【0016】次に、真空ポンプ7を作動させると、真空
タンク6を介して負圧が支管1内に作用する。樹脂ホッ
パ4の入口は大気中に開放されているから、樹脂ホッパ
4内の樹脂は負圧に引かれて支管1内を進行する。そし
て、いわゆる樹脂プラグ11を形成して進行するととも
に、その進行跡に樹脂膜12を形成して、樹脂ライニン
グがおこなわれる。
Next, when the vacuum pump 7 is operated, a negative pressure acts on the branch pipe 1 via the vacuum tank 6. Since the inlet of the resin hopper 4 is open to the atmosphere, the resin in the resin hopper 4 is pulled by the negative pressure and advances in the branch pipe 1. Then, a so-called resin plug 11 is formed and the process proceeds, and a resin film 12 is formed on the progress of the process so that the resin lining is performed.

【0017】この際、負圧は、真空タンク6のアキュム
レータとしての作用により、圧力変動がきわめて小さい
から、樹脂プラグ11の進行は、非常に安定したものと
なり、したがって、樹脂膜12の厚さが一定の厚みとな
る。支管1の樹脂ライニングに必要な樹脂の量は計算に
よって容易に求められるが、その全量を一度に樹脂ホッ
パ4内に注入するよりも、数m分ずつに別けて作業した
ほうが、樹脂プラグ11の量が少なくなってスムーズに
流れ、具合が良い。
At this time, since the negative pressure has a very small pressure fluctuation due to the action of the vacuum tank 6 as an accumulator, the progress of the resin plug 11 becomes very stable, so that the thickness of the resin film 12 is reduced. It has a constant thickness. The amount of resin required for the resin lining of the branch pipe 1 can be easily obtained by calculation. However, it is better to work the resin plug 11 by dividing it by several meters rather than injecting the entire amount into the resin hopper 4 at once. The amount is small and flows smoothly, and the condition is good.

【0018】次に、図2は支管1の施工が終了した直後
の、供内管2部分の施工状態を示す断面図である。この
状態にあっては、供内管2の支管1側先端部は、樹脂に
よって詰まっている。図2において、施工手順を説明す
ると、施工すべき供内管2の開放端に樹脂ホッパ4を接
続するとともに、それ以外の管端はすべてキャップ3に
より閉鎖し、あとは先に説明した支管1の施工時と同様
にする。樹脂ホッパ4内の樹脂13は、供内管2内を進
行して樹脂膜12を形成し、支管1内に吹き抜ける。し
たがって、供内管2の先端部の詰まりは解消する。
Next, FIG. 2 is a cross-sectional view showing a construction state of the service pipe 2 immediately after the construction of the branch pipe 1 is completed. In this state, the end of the service pipe 2 on the side of the branch pipe 1 is clogged with resin. Referring to FIG. 2, the construction procedure will be described. A resin hopper 4 is connected to the open end of the service pipe 2 to be constructed, and all other pipe ends are closed by caps 3. The same as when constructing. The resin 13 in the resin hopper 4 proceeds in the service pipe 2 to form the resin film 12 and blows into the branch pipe 1. Therefore, clogging of the distal end portion of the serving pipe 2 is resolved.

【0019】吹き抜けた樹脂は、支管1内に溜まるが、
支管1は比較的大きな径であるので、実際上支障は少な
いが、図3に示すように、支管1内の樹脂膜12を含む
内径に等しい径のならしピグ16を吸引移動させて、な
らし作業を行うことが望ましい。この時、ならしピグ1
6により押動される樹脂が再び供内管2に侵入するのを
防止するために、供内管2の各先端部にオリフィス14
を介して圧縮ガスボンベ15を接続しておいて、10l
/分くらいのガスを流しておくことで供内管2内に樹脂
が侵入することがない。
The blown resin accumulates in the branch pipe 1.
Since the branch pipe 1 has a relatively large diameter, there is practically no hindrance. However, as shown in FIG. 3, the smoothing pig 16 having a diameter equal to the inner diameter including the resin film 12 in the branch pipe 1 is moved by suction. It is desirable to carry out the work. At this time, Pig 1
In order to prevent the resin pushed by 6 from entering the service pipe 2 again, an orifice 14 is provided at each end of the service pipe 2.
The compressed gas cylinder 15 is connected via
By flowing a gas at a rate of about 1 / min, the resin does not enter the inside pipe 2.

【0020】なお、上記の施工後に、管路内に約40度
程度の温風を、1時間ないし10時間送風していわゆる
養生を行うと樹脂の硬化を早く行うことができる。ま
た、この養生を行うことなく、施工後直ちにガスを通し
た活管状態で、時間の経過と共に樹脂膜12を硬化させ
るようにしても良いものである。
After the above construction, if the so-called curing is performed by blowing warm air of about 40 degrees into the pipe for 1 hour to 10 hours, the resin can be cured quickly. Alternatively, the resin film 12 may be cured with time in a live tube state through which gas is passed immediately after the application, without performing this curing.

【0021】[0021]

【発明の効果】本発明は、以上の構成により、支管1、
供内管2を順序よく一括で施工でき、老朽化管路でも破
損することがなく、高圧空気を用いた場合のように、管
路の破損に伴う土砂の噴き出しや、砂礫や破片の飛翔に
よる事故が生じない。
According to the present invention, the branch pipe 1,
The service pipes 2 can be constructed in order and collectively, without damage even in aging pipes, and as in the case of using high-pressure air, spouting of earth and sand due to the damage of the pipes and accidents caused by flying gravel and debris Does not occur.

【0022】また、管路に腐食孔があっても、土砂によ
り埋まるため、特に腐食孔を塞ぐ措置を行わなくとも施
工が可能となる。それにピグを用いないから、屈曲管や
管内面の凹凸の大きい管路であっても、施工が容易であ
り、余分な樹脂の回収も容易に行われ、樹脂に無駄が無
く、真空ポンプ7を故障させない。
Further, even if there is a corrosive hole in the pipeline, it is buried with earth and sand, so that the construction can be performed without taking any special measures for closing the corrosive hole. In addition, since a pig is not used, construction is easy even for a bent pipe or a pipe having a large unevenness on the inner surface of the pipe, and excess resin can be easily collected. Do not break down.

【0023】さらに、供内管2が支管1と接続する部分
における供内管2内の樹脂の詰まりが施工手順にしたが
って除去されるため、施工が容易となる。真空ポンプ7
によって生ずる負圧と、大気圧との差圧は、0.3から
0.9気圧程度で、それ以上になることはあり得ず、き
わめて安定しているから、高圧で圧送するものに比べて
安全である上、圧力調整のための制御機器が不要であ
り、コンプレッサを用いる場合に比べて騒音が小さい。
また、施工の間、真空ポンプ7、真空タンク6などの動
力源や制御機器は、一切動かさなくて良いため、労力が
少なくて済む
Further, the clogging of the resin in the service pipe 2 at the portion where the service pipe 2 is connected to the branch pipe 1 is removed in accordance with the work procedure, so that the work is facilitated. Vacuum pump 7
The pressure difference between the negative pressure and the atmospheric pressure is about 0.3 to 0.9 atm and cannot be higher than that, and it is extremely stable. In addition to being safe, no control device for pressure adjustment is required, and noise is smaller than when a compressor is used.
Also, during the construction, power sources and control devices such as the vacuum pump 7 and the vacuum tank 6 do not need to be moved at all, so that less labor is required.

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

【図1】支管1の施工時の断面図である。FIG. 1 is a cross-sectional view when a branch pipe 1 is constructed.

【図2】供内管2の施工時の断面図である。FIG. 2 is a cross-sectional view of the internal pipe 2 during construction.

【図3】支管1のならし施工時の断面図である。FIG. 3 is a cross-sectional view of the branch pipe 1 during a break-in operation.

【符号の説明】[Explanation of symbols]

1 支管 2 供内管 4 樹脂ホッパ 6 真空タンク 7 真空ポンプ 11 樹脂プラグ 12 樹脂膜 14 オリフィス 15 圧縮ガスボンベ 16 ならしピグ DESCRIPTION OF SYMBOLS 1 Branch pipe 2 Serving pipe 4 Resin hopper 6 Vacuum tank 7 Vacuum pump 11 Resin plug 12 Resin film 14 Orifice 15 Compressed gas cylinder 16 Normalization pig

フロントページの続き (58)調査した分野(Int.Cl.7,DB名) B05D 7/22 F16L 55/16 Continuation of front page (58) Field surveyed (Int.Cl. 7 , DB name) B05D 7/22 F16L 55/16

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地下に埋設された管路の一端に樹脂を注
入し、空気圧により樹脂を移動させて管路内面に樹脂膜
を形成する管路の補修工法において、 当該管路の一端に真空ポンプに接続されて樹脂回収機能
を有する真空タンクを接続し、かつ管路の他端部を開放
して、開放された端部より樹脂を注入して樹脂プラグを
形成させたのち、真空ポンプによる負圧によって樹脂プ
ラグを移送して管路内に樹脂膜を形成するようにし、注
入する樹脂の量を、一回につき、数m以内の管路内に樹
脂膜を形成するに足る量とし、注入した樹脂が吹き抜け
るごとに繰り返し同量の樹脂を注入する作業を連続して
行うことを特徴とする吸引ライニングによる管路の補修
工法。
In a method of repairing a pipeline in which a resin is injected into one end of a pipeline buried underground and a resin film is formed on the inner surface of the pipeline by moving the resin by air pressure, a vacuum is applied to one end of the pipeline. Connected to pump to recover resin
Connect the vacuum tank with, and opens the other end of the conduit, the open ends from the resin injected into mixture was allowed to form a resin plug, the resin plug is transferred by the negative pressure by the vacuum pump To form a resin film in the pipeline ,
At a time, the amount of resin to enter into a pipe within several meters
Insufficient amount of resin to form a grease film
Injecting the same amount of resin repeatedly every time
A method of repairing pipelines using suction linings.
【請求項2】 支管と複数の供内管とよりなる管路を補
修するに際して、最初に補修すべき管路の端部のみを開
放してここから樹脂を注入して樹脂プラグを形成させ、
他の管路の端部を閉鎖し、吸引ライニングによる最初の
補修を行ったのち、次に補修すべき管路についても同様
に補修を行うことを特徴とする請求項1記載の吸引ライ
ニングによる管路の補修工法。
2. A supplementary pipe comprising a branch pipe and a plurality of service pipes.
When repairing, open only the end of the pipeline to be repaired first.
Release and inject resin from here to form a resin plug,
Close the end of the other line and start the suction line
After repairing, the same applies to the next pipeline to be repaired.
2. The method of repairing a pipe line by suction lining according to claim 1, wherein the pipe is repaired.
【請求項3】 最初に支管の補修を行ったのち、複数の
供内管について補修を行い、支管の端部からならしピグ
を管内に供給して該端部を閉鎖し、各供内管の端部から
圧縮ガスを供給しながら、真空ポンプからの負圧により
ならしピグを移動させて支管内の樹脂をならすことを特
徴とする請求項1又は2記載の吸引ライニングによる管
路の補修工法。
3. After repairing a branch pipe first, a plurality of pipes are repaired.
Repairs the service pipe and removes the pig from the end of the branch pipe.
Into the tubes to close the ends, and from the end of each
Negative pressure from vacuum pump while supplying compressed gas
3. The method of repairing a pipe line by suction lining according to claim 1 , wherein the resin in the branch pipe is leveled by moving the leveling pig .
JP06946892A 1992-02-19 1992-02-19 Pipe line repair method by suction lining Expired - Fee Related JP3160354B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06946892A JP3160354B2 (en) 1992-02-19 1992-02-19 Pipe line repair method by suction lining

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06946892A JP3160354B2 (en) 1992-02-19 1992-02-19 Pipe line repair method by suction lining

Publications (2)

Publication Number Publication Date
JPH05228439A JPH05228439A (en) 1993-09-07
JP3160354B2 true JP3160354B2 (en) 2001-04-25

Family

ID=13403531

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06946892A Expired - Fee Related JP3160354B2 (en) 1992-02-19 1992-02-19 Pipe line repair method by suction lining

Country Status (1)

Country Link
JP (1) JP3160354B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100386561C (en) * 2005-08-11 2008-05-07 中国石油天然气股份有限公司 Control method for leakage of finished oil pipeline
CN102873003B (en) * 2012-09-05 2014-11-05 中国石油天然气集团公司 Corrosion control method and device for online film formation of pipeline of oil refining and chemical device
JP2016120444A (en) * 2014-12-24 2016-07-07 株式会社シーテック Lubricant applying device of piping inner wall, and lubricant applying method of the same

Also Published As

Publication number Publication date
JPH05228439A (en) 1993-09-07

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