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JPH0542313B2 - - Google Patents
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JPH0542313B2 - - Google Patents

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Publication number
JPH0542313B2
JPH0542313B2 JP26180187A JP26180187A JPH0542313B2 JP H0542313 B2 JPH0542313 B2 JP H0542313B2 JP 26180187 A JP26180187 A JP 26180187A JP 26180187 A JP26180187 A JP 26180187A JP H0542313 B2 JPH0542313 B2 JP H0542313B2
Authority
JP
Japan
Prior art keywords
pipe
wire
repair agent
hole
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 - Lifetime
Application number
JP26180187A
Other languages
Japanese (ja)
Other versions
JPH01105131A (en
Inventor
Kyoshi Sogawa
Akira Taguchi
Munehiro Hachiro
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.)
Koyo Iron Works & Constr
KOYO KENSETSU KOGYO KK
NIKKO KYOSEKI KK
NITSUKO KYOSEKI KK
Original Assignee
Koyo Iron Works & Constr
KOYO KENSETSU KOGYO KK
NIKKO KYOSEKI KK
NITSUKO KYOSEKI KK
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 Koyo Iron Works & Constr, KOYO KENSETSU KOGYO KK, NIKKO KYOSEKI KK, NITSUKO KYOSEKI KK filed Critical Koyo Iron Works & Constr
Priority to JP26180187A priority Critical patent/JPH01105131A/en
Publication of JPH01105131A publication Critical patent/JPH01105131A/en
Publication of JPH0542313B2 publication Critical patent/JPH0542313B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • 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に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention primarily relates to a repair method for plugging holes due to corrosion in small diameter pipes attached to existing buried main pipes.

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、本管外周のやさ管
を切り取つた後に小口径管を取外して取り換えて
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. After cutting 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、本出願人は先に
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 applicant has previously 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 leakage holes caused by general corrosion.
When the hole caused by corrosion is large, as shown in FIG. 3B, even if this method is repeatedly repaired, the repair agent that has blown outward drips down before hardening, and the hole may not be 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 of the present invention has the following configuration as a 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
逆戻りして機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、次で該漏洩穴の位置に前記誘導用のワイヤ
ーに取付けた2個のピグ間にはさんだ相当量の
高粘度補修剤を導き、誘導用ワイヤーを引き抜
き、そのままの状態で硬化させる補修剤充填工
程と、さらに該硬化した補修剤内にフレキシブ
ルシヤフトの先端に孔明け工具を有するボーリ
ング機器を用いて孔明けをするボーリング工程
とを組合わせたこと。
(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 security inspection. 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, introduce a considerable amount of high viscosity repair agent sandwiched between two pigs attached to the guide wire to the position of the leak hole, pull out the guide wire, and let the repair agent harden in that state. The filling process is combined with a boring process in which a hole is made in the cured repair agent using a boring device having a boring tool at the tip of a flexible shaft.

(2) 前記2個のピグは高密度発泡ウレタン製で共
に管内径と同径もしくは管内径よりも大きいも
のとし、また前ピグはワイヤーに固定しないで
取付け、後ピグはワイヤーに固定したこと。
(2) The above two pigs are made of high-density foamed urethane and both have the same diameter as or larger than the pipe inner diameter, and the front pig is installed without being fixed to the wire, and the rear pig is fixed to the wire.

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
用のワイヤーと2個のピグを利用して漏洩穴の部
分の内部に高粘度補修剤を充填硬化せしめ、次で
ボーリング機器を用いて孔明けするもので、従来
法のごとくライニング剤が加圧流体により吹き飛
ばされたり、補修剤が垂れ込んで穴が塞がれない
という欠点を防止し、確実な漏洩補修ができる。
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 highly viscous repair agent is filled and hardened inside the leak hole using two pigs, and then a boring machine is used to drill the hole.As with the conventional method, the lining agent is blown away by pressurized fluid. This prevents the problem of the hole not being closed due to leakage or dripping of the repair agent, allowing for reliable leakage repair.

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, as well as various other materials can 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の示す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. The presence or absence of a decrease in the air pressure is inspected, and if there is no decrease, the rubber bag 3 is moved to the next point at a certain interval and the same inspection is performed, and by repeating this operation, the location of the leak hole can be discovered. can.

第2図A,Bは本発明方法の補修剤充填工程の
1例を示す断面図で、第1図に使用した誘導用の
ワイヤー2を用い、発見された漏洩穴1aを含む
管内に、前ピグ6を挿通し後ピグ6′を固定した
間に高粘度補修剤7をはさんで移動し、次でワイ
ヤー2を引き抜き第2図Bの状態で硬化させる。
FIGS. 2A and 2B are cross-sectional views showing an example of the repair agent filling process of the method of the present invention. Using the guiding wire 2 used in FIG. After inserting the pig 6, the high viscosity repair agent 7 is moved while the pig 6' is fixed, and then the wire 2 is pulled out and hardened in the state shown in FIG. 2B.

第2図C,Dは本発明方法のボーリング工程の
1例を示す断面図で、硬化して補修剤7の一方か
らフレキシブルシヤフト8aの先端に孔明け工具
8bを有するボーリング機器8によりボーリング
加工を施してボーリング孔7aを穿設するもので
ある。
FIGS. 2C and 2D are cross-sectional views showing one example of the boring process of the method of the present invention, in which the hardened repair agent 7 is bored from one side by a boring device 8 having a drilling tool 8b at the tip of a flexible shaft 8a. Then, the bore hole 7a is bored.

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.

【図面の簡単な説明】[Brief explanation of the drawing]

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〜Dは本発明の補
修剤充填工程の1例、およびボーリング工程の1
例を順次示す断面図、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、6,6′:ピグ、7:補修剤、
8:ボーリング機器。
FIGS. 1A and 1B are cross-sectional views showing one example of the leak hole position finding process of the present invention, and FIGS. 2A to D are one example of the repair agent filling process of the present invention, and one example of the boring process.
3A and 3B are sectional views showing conventional examples. 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, 6': Pig, 7: Repair agent,
8: Bowling equipment.

Claims (1)

【特許請求の範囲】 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、次で該漏洩穴
の位置に前記誘導用のワイヤーに取付けた2個の
ピグ間にはさんだ相当量の高粘度補修剤を導き、
誘導用ワイヤーを引き抜き、そのままの状態で硬
化させる補修剤充填工程と、さらに該硬化した補
修剤内にフレキシブルシヤフトの先端に孔明け工
具を有するボーリング機器を用いて孔明けをする
ボーリング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 前記2個のピグは高密度発泡ウレタン製で共
に管内径と同径もしくは管内径よりも大きいもの
とし、また前ピグはワイヤーに固定しないで取付
け、後ピグはワイヤーに固定してなる特許請求の
範囲第1項に記載の小口径配管漏洩補修方法。
[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. a position finding step, and then a considerable amount of high viscosity repair agent sandwiched between two pigs attached to the guiding wire is guided to the position of the leak hole,
A repair agent filling process in which the guiding wire is pulled out and cured in that state, and a boring process in which a hole is made in the cured repair agent using a boring machine equipped with a drilling tool at the tip of a flexible shaft are combined. A method for repairing small-diameter piping leaks. 2. The two pigs are made of high-density foamed urethane and both have the same diameter as or larger than the inner diameter of the pipe, and the front pig is attached without being fixed to the wire, and the rear pig is fixed to the wire. The method for repairing small-diameter piping leaks as described in Item 1.
JP26180187A 1987-10-19 1987-10-19 Small-diameter piping leakage repairing method Granted JPH01105131A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26180187A JPH01105131A (en) 1987-10-19 1987-10-19 Small-diameter piping leakage repairing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26180187A JPH01105131A (en) 1987-10-19 1987-10-19 Small-diameter piping leakage repairing method

Publications (2)

Publication Number Publication Date
JPH01105131A JPH01105131A (en) 1989-04-21
JPH0542313B2 true JPH0542313B2 (en) 1993-06-28

Family

ID=17366899

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26180187A Granted JPH01105131A (en) 1987-10-19 1987-10-19 Small-diameter piping leakage repairing method

Country Status (1)

Country Link
JP (1) JPH01105131A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3556041B2 (en) * 1996-03-04 2004-08-18 東京瓦斯株式会社 Partial repair method for existing pipeline

Also Published As

Publication number Publication date
JPH01105131A (en) 1989-04-21

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