JPH035868B2 - - Google Patents
Info
- Publication number
- JPH035868B2 JPH035868B2 JP26180287A JP26180287A JPH035868B2 JP H035868 B2 JPH035868 B2 JP H035868B2 JP 26180287 A JP26180287 A JP 26180287A JP 26180287 A JP26180287 A JP 26180287A JP H035868 B2 JPH035868 B2 JP H035868B2
- Authority
- JP
- Japan
- Prior art keywords
- tube
- pipe
- small
- repair agent
- pig
- 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
Links
- 230000008439 repair process Effects 0.000 claims description 34
- 238000000034 method Methods 0.000 claims description 23
- 239000003795 chemical substances by application Substances 0.000 claims description 22
- 230000008878 coupling Effects 0.000 claims description 10
- 238000010168 coupling process Methods 0.000 claims description 10
- 238000005859 coupling reaction Methods 0.000 claims description 10
- 238000007689 inspection Methods 0.000 claims description 4
- 238000012360 testing method Methods 0.000 claims description 3
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 238000000605 extraction Methods 0.000 claims 1
- 238000003780 insertion Methods 0.000 claims 1
- 230000037431 insertion Effects 0.000 claims 1
- 238000007790 scraping Methods 0.000 claims 1
- 238000005260 corrosion Methods 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 4
- 241000282887 Suidae Species 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 239000012530 fluid Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
Landscapes
- Coating Apparatus (AREA)
- Examining Or Testing Airtightness (AREA)
- Application Of Or Painting With Fluid Materials (AREA)
Description
【発明の詳細な説明】
産業上の利用分野
本発明は主として既設の埋設本管に付帯した小
口径管の腐食による穴を塞ぐ補修方法と、補修さ
れた小口径管に関するものである。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention mainly relates to a repair method for plugging a hole due to corrosion in a small diameter pipe attached to an existing buried main pipe, and the repaired small diameter pipe.
従来の技術と問題点
既設の埋設本管に付帯した小口径管の腐食によ
る穴を塞ぐ補修方法としては、従来は適当な方法
がないので、管路を掘り起し、本管外周のさや管
を切り取つた後に小口径管を取り外して取り換え
ていた。また加圧流体で2個のピグ間に挿入した
ライニング剤を押して行くライニング工法がある
が、この方法では、ピグが通過する際一時的に穴
は塞がるもののピグが通過した後、加圧流体によ
り穴を塞いでいたライニング剤を吹き飛ばしてし
まうという欠点があつた。Conventional technology and problems There is currently no suitable repair method for plugging holes caused by corrosion in small-diameter pipes attached to existing buried main pipes, so the pipes are dug up and sheath pipes around the main pipe are dug up. After cutting out the pipe, the small diameter pipe was removed and replaced. There is also a lining method in which pressurized fluid is used to push the lining material inserted between two pigs, but with this method, the hole is temporarily closed when the pig passes, but after the pig has passed, the pressurized fluid The drawback was that the lining agent that was blocking the hole was blown away.
これらの問題を解決するため、本出願人は特願
昭62−101893号の小口径配管漏洩補修方法を開発
した。該方法は先端に傘状のピグを有するワイヤ
ー展張用ラインの後方から圧縮空気を送気して小
口径配管内に前記ラインを挿入し、該ラインによ
り誘導用のワイヤーを小口径配管内に挿入し、該
ワイヤーに第3図Aに示すごとく所定の間隔を置
いて前ピグと後ピグを連結し両ピグの間に高粘度
補修剤を充満したまま小口径配管内を引張り、漏
洩穴の位置を予め発見することなくして自動的に
漏洩穴から外方に吹き出した補修剤がその部分で
硬化して穴を塞ぐ方法である。この方法は一般の
腐食による漏洩穴の補修方法としては非常に有効
であることが実用的に確認されているが、腐食に
よる穴が大きい場合には第3図Bに示すごとく、
この方法による補修を繰り返し行つても外側に吹
き出た補修剤が硬化前に垂れ込んでしまい穴が塞
がらない場合があつた。 In order to solve these problems, the present applicant has developed a method for repairing leaks in small diameter pipes, as disclosed in Japanese Patent Application No. 101893/1983. This method involves blowing compressed air from behind a wire extension line that has an umbrella-shaped pig at the tip, inserting the line into a small-diameter pipe, and inserting a guiding wire into the small-diameter pipe using the line. Then, as shown in Figure 3A, connect the front and rear pigs at a predetermined interval, and pull the wire through the small diameter pipe with high viscosity repair agent filled between both pigs to locate the leak hole. In this method, the repair agent that is blown outward from the leakage hole automatically hardens in that area and closes the hole without detecting it in advance. This method has been practically confirmed to be very effective as a repair method for general leakage holes caused by corrosion, but if the hole caused by corrosion is large, as shown in Figure 3B,
Even after repeated repairs using this method, there were cases in which the repair agent that had blown out to the outside dripped down before hardening and the hole was not closed.
問題点を解決するための手段
本発明の小口径配管漏洩補修方法と補修された
小口径管は上記問題点を解決するための手段とし
て下記の構成を具えている。Means for Solving the Problems The small diameter pipe leak repair method and the repaired small diameter pipe of the present invention have the following configuration as means for solving the above problems.
(1) 前端に誘導用のワイヤーを接続し後端に耐圧
チユーブを連結した気密検査用のゴム袋を管路
末端まで引き込み、次で管路末端から一定間隔
逆戻りして気密検査用のゴム袋に内圧をかけて
管内壁に密着させるとともに前記逆戻りした一
定間隔の管内に空気圧をかけて気密状態を検査
し、この作業を繰り返すことによりある区間の
漏洩の有無を確認する漏洩穴の位置発見工程
と、次で管端から該漏洩穴の位置に対し十分な
余裕をもつた位置にまで前記誘導用のワイヤー
に固定されたピグを挿入したのち管端からフレ
キシブルチユーブを挿入してその先端を前記ピ
グに接触させるチユーブ挿入工程と、管端側に
設けたLAカツプリングを通じて前記フレキシ
ブルチユーブと小口径管との間に高粘度補修剤
を注入する補修剤注入工程と、次で前記ワイヤ
ーの抜き取り工程と、さらに補修剤硬化後ボー
リング機器によりピグを削り取るピグ撤去工程
とを組合わせた補修方法。(1) A rubber bag for airtightness inspection with a guidance wire connected to the front end and a pressure tube connected to the rear end is pulled to the end of the pipe, and then returned from the end of the pipe at a fixed interval to remove the rubber bag for airtightness testing. A leak hole position discovery process in which internal pressure is applied to bring the pipe into close contact with the inner wall of the pipe, and air pressure is applied to the pipe at regular intervals to inspect the airtight state, and this process is repeated to confirm the presence or absence of leakage in a certain section. Then, the pig fixed to the guide wire is inserted from the tube end to a position with sufficient margin relative to the leakage hole position, and then the flexible tube is inserted from the tube end and its tip is A step of inserting the tube into contact with the pig, a repair agent injection step of injecting a high viscosity repair agent between the flexible tube and the small diameter tube through the LA coupling provided at the tube end, and a step of removing the wire. A repair method that further includes a pig removal process in which the pig is scraped off using a boring machine after the repair agent has hardened.
(2) 一部に漏洩穴存在の疑いがある小口径管の内
部にフレキシブルチユーブを挿入し、該小口径
管の管端に設けたLAカツプリングを通じて高
粘度補修剤を前記フレキシブルチユーブと小口
径管との間に注入し硬化させてなる補修された
小口径管。(2) Insert a flexible tube into a small-diameter pipe that is suspected of having a leak hole, and apply a high-viscosity repair agent to the flexible tube and the small-diameter pipe through an LA coupling installed at the end of the small-diameter pipe. Repaired small-diameter pipe made by injecting and hardening between the pipes.
作 用
本発明は特願昭62−101893号の方法を使用して
管内に誘導用のワイヤーを挿通し、該誘導用のワ
イヤーを利用して漏洩穴の位置を検出し、該誘導
用のワイヤーに固定したピグを漏洩穴を越えて十
分な余裕のある位置に配置して管端側のLAカツ
プリングから高粘度補修剤を注入して部分的に補
修する方法と、前記誘導用のワイヤーを使用する
ことなく、一部に漏洩穴存在の疑いがある小口径
管の全部にフレキシブルワイヤーを挿通し、次で
補修剤を注入して補修された小口径管を対象とす
るものである。Function The present invention uses the method disclosed in Japanese Patent Application No. 62-101893 to insert a guiding wire into a pipe, detects the position of a leakage hole using the guiding wire, and detects the position of a leakage hole by using the guiding wire. A method of partially repairing by placing a fixed pig in a position with sufficient margin beyond the leakage hole and injecting a high viscosity repair agent from the LA coupler at the end of the pipe, and using the above-mentioned guiding wire. This method targets small-diameter pipes that have been repaired by inserting a flexible wire through all of the small-diameter pipes that are suspected of having leakage holes, and then injecting a repair agent.
なお、高粘度補修剤としては、例えば2液混合
型金属粉混入エポキシ樹脂で、比重1.6〜1.8、粘
度70000〜100000cpで、硬化時間約1時間のもの
の他、各種のものが使用できる。 As the high-viscosity repair agent, for example, a two-component mixed metal powder-containing epoxy resin having a specific gravity of 1.6 to 1.8, a viscosity of 70,000 to 100,000 cp, and a curing time of about 1 hour, and various other types can be used.
フレキシブルチユーブとしては、例えばパイプ
から絞加工によつて製作せられるものの他、金属
条をスパイラルに成形した平山型スパイラルチユ
ーブも使用できる。 As the flexible tube, for example, in addition to one produced by drawing a pipe, a flat-shaped spiral tube formed by spirally forming a metal strip can also be used.
実施例
第1図A,Bは本発明方法における漏洩穴の位
置発見工程の1例を示す断面図で、1は小口径
管、2は誘導用のワイヤー、3は気密検査用のゴ
ム袋、4は耐圧チユーブ、5はLAカツプリング
である。第1図Bのごとく管末から一定間隔の点
において耐圧チユーブ4に空気圧をかけてゴム袋
3を膨張させて小口径管1の内面に密着させた
上、LAカツプリング5に空気圧をかけて該空気
圧の低下の有無を検査し、低下の無い場合は次の
一定間隔の点にゴム袋3を移動して同様の検査を
なし、この操作を繰り返すことにより漏洩穴の位
置を発見することができる。Embodiment FIGS. 1A and 1B are cross-sectional views showing an example of the leak hole position discovery process in the method of the present invention, in which 1 is a small diameter pipe, 2 is a guiding wire, 3 is a rubber bag for airtightness inspection, 4 is a pressure tube, and 5 is an LA coupling. As shown in FIG. 1B, air pressure is applied to the pressure tube 4 at a certain distance from the end of the tube to inflate the rubber bag 3 and bring it into close contact with the inner surface of the small diameter tube 1, and then air pressure is applied to the LA coupling 5 so that the Inspect whether there is a drop in air pressure, and if there is no drop, move the rubber bag 3 to the next point at a certain interval and perform the same test. By repeating this operation, the location of the leak hole can be discovered. .
第2図A,Bは本発明の部分補修の1例を示す
断面図で、1は小口径管、2は誘導用のワイヤ
ー、5はLAカツプリングである。ピグ6を取り
付けたワイヤー2を管内に引き込み、管端からフ
レキシブルチユーブ7を所定の位置まで挿入し、
LAカツプリング5から高粘度補修剤8を注入す
る。補修剤注入後ワイヤー2を抜き取り、補修剤
硬化後ボーリング機器にてピグ6を削り取つて第
2図Bのごとく補修を完了する。 2A and 2B are cross-sectional views showing one example of partial repair according to the present invention, in which 1 is a small diameter pipe, 2 is a guiding wire, and 5 is an LA coupling. The wire 2 with the pig 6 attached is drawn into the tube, and the flexible tube 7 is inserted from the tube end to a predetermined position.
Inject high viscosity repair agent 8 from LA coupling 5. After injecting the repair agent, the wire 2 is pulled out, and after the repair agent has hardened, the pig 6 is scraped off using a boring machine to complete the repair as shown in FIG. 2B.
第2図C,Dは本発明の全体補修の1例を示す
断面図で、1は小口径管で全長にわたり金属等製
のフレキシブルチユーブ7を挿入し、LAカツプ
リング5から高粘度補修剤8を注入し硬化させて
補修を完了する。 FIGS. 2C and 2D are cross-sectional views showing one example of the overall repair of the present invention. 1 is a small-diameter pipe in which a flexible tube 7 made of metal or the like is inserted over the entire length, and a high-viscosity repair agent 8 is applied from the LA coupling 5. Inject and cure to complete the repair.
実施例によると、外径27.2mm、内径19.4mmの小
口径管に対し、内径10.5mmのフレキシブルチユー
ブを使用し、部分補修と全体補修を行い良好な結
果を得た。 According to the example, a flexible tube with an inner diameter of 10.5 mm was used for a small diameter tube with an outer diameter of 27.2 mm and an inner diameter of 19.4 mm, and partial and total repairs were performed with good results.
また、外径34.0mm、内径25.0mmの小口径管に対
し内径13.0mmのフレキシブルチユーブを使用して
全体補修を行い良好な結果を得た。 In addition, a small diameter tube with an outer diameter of 34.0 mm and an inner diameter of 25.0 mm was completely repaired using a flexible tube with an inner diameter of 13.0 mm, and good results were obtained.
発明の効果 (1) 小口径管の漏洩穴の位置が確認できる。Effect of the invention (1) The location of leakage holes in small diameter pipes can be confirmed.
(2) 漏洩穴が大きい場合でも補修剤が垂れ込むこ
とがなく、確実に補修することができる。(2) Even if the leak hole is large, the repair agent will not drip and can be repaired reliably.
第1図A,Bは本発明の漏洩穴の位置発見工程
の1例を示す断面図、第2図A,Bは部分補修の
1例、同じくC,Dは全体補修の1例をそれぞれ
示す断面図、第3図A,Bは従来例を示す断面図
である。図中の符号はそれぞれ下記部材を示す。
1:小口径管、2:誘導用のワイヤー、3:気
密検査用のゴム袋、4:耐圧チユーブ、5:LA
カツプリング、6:ピグ、7:フレキシブルチユ
ーブ、8:高粘度補修剤。
Figures 1A and B are cross-sectional views showing an example of the leak hole position discovery process of the present invention, Figures 2A and B are examples of partial repair, and Figures C and D are examples of total repair. 3A and 3B are cross-sectional views showing a conventional example. The symbols in the drawings indicate the following members, respectively. 1: Small diameter tube, 2: Guidance wire, 3: Rubber bag for airtightness inspection, 4: Pressure tube, 5: LA
Coupling, 6: Pig, 7: Flexible tube, 8: High viscosity repair agent.
Claims (1)
チユーブを連結した気密検査用のゴム袋を管路末
端まで引き込み、次で管路末端から一定間隔逆戻
りして気密検査用のゴム袋に内圧をかけて管内壁
に密着させるとともに前記逆戻りした一定間隔の
管内に空気圧をかけて気密状態を検査し、この作
業を繰り返すことによりある区間の漏洩の有無を
確認する漏洩穴の位置発見工程と、次で管端から
該漏洩穴の位置に対し十分な余裕をもつた位置に
まで前記誘導用のワイヤーに固定されたピグを挿
入したのち管端からフレキシブルチユーブを挿入
してその先端を前記ピグに接触させるチユーブ挿
入工程と、管端側に設けたLAカツプリングを通
じて前記フレキシブルチユーブと小口径管との間
に高粘度補修剤を注入する補修剤注入工程と、次
で前記ワイヤーの抜き取り工程と、さらに補修剤
硬化後ボーリング機器によりピグを削り取るピグ
撤去工程とを組合わせたことを特徴とする小口径
配管漏洩補修方法。 2 一部に漏洩穴存在の疑いがある小口径管の内
部にフレキシブルチユーブを挿入し、該小口径管
の管端に設けたLAカツプリングを通じて高粘度
補修剤を前記フレキシブルチユーブと小口径管と
の間に注入し硬化させたことを特徴とする補修さ
れた小口径管。[Claims] 1. A rubber bag for airtightness inspection with a guiding wire connected to the front end and a pressure tube connected to the rear end is pulled to the end of the pipe, and then returned from the end of the pipe at a fixed interval to perform the airtightness test. Applying internal pressure to the rubber bag used to make it stick to the inner wall of the pipe, and applying air pressure inside the pipe at regular intervals to check the airtightness, and repeating this process to check whether there is a leak in a certain section. Next, the pig fixed to the guiding wire is inserted from the tube end to a position with sufficient margin relative to the leakage hole position, and then the flexible tube is inserted from the tube end. A tube insertion step in which the tip thereof is brought into contact with the pig, a repair agent injection step in which a high viscosity repair agent is injected between the flexible tube and the small diameter tube through the LA coupling provided on the tube end side, and then the wire A method for repairing leakage in small-diameter piping, characterized by a combination of a extraction step of the repair agent and a pig removal step of scraping off the pig with a boring device after the repair agent has hardened. 2. Insert a flexible tube into a small-diameter pipe in which a leakage hole is suspected to exist, and apply a high-viscosity repair agent between the flexible tube and the small-diameter pipe through an LA coupling installed at the end of the small-diameter pipe. A repaired small-diameter pipe characterized by having been injected and hardened between the pipes.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26180287A JPH01104370A (en) | 1987-10-19 | 1987-10-19 | Method of repairing leak in small diameter piping and repaired small diameter piping |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26180287A JPH01104370A (en) | 1987-10-19 | 1987-10-19 | Method of repairing leak in small diameter piping and repaired small diameter piping |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01104370A JPH01104370A (en) | 1989-04-21 |
JPH035868B2 true JPH035868B2 (en) | 1991-01-28 |
Family
ID=17366913
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP26180287A Granted JPH01104370A (en) | 1987-10-19 | 1987-10-19 | Method of repairing leak in small diameter piping and repaired small diameter piping |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01104370A (en) |
-
1987
- 1987-10-19 JP JP26180287A patent/JPH01104370A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPH01104370A (en) | 1989-04-21 |
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