JPH0131077B2 - - Google Patents

Info

Publication number
JPH0131077B2
JPH0131077B2 JP57201776A JP20177682A JPH0131077B2 JP H0131077 B2 JPH0131077 B2 JP H0131077B2 JP 57201776 A JP57201776 A JP 57201776A JP 20177682 A JP20177682 A JP 20177682A JP H0131077 B2 JPH0131077 B2 JP H0131077B2
Authority
JP
Japan
Prior art keywords
pig
pigs
pipe
viscosity resin
resin
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
Application number
JP57201776A
Other languages
Japanese (ja)
Other versions
JPS5993591A (en
Inventor
Motoyuki Koga
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.)
HATSUKOO KK
Original Assignee
HATSUKOO 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 HATSUKOO KK filed Critical HATSUKOO KK
Priority to JP57201776A priority Critical patent/JPS5993591A/en
Publication of JPS5993591A publication Critical patent/JPS5993591A/en
Publication of JPH0131077B2 publication Critical patent/JPH0131077B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、主として地下に埋設されている既設
管のガス管の管継手部を、埋設状態のまま管内面
からシール性を確実化するよう補修する既設管の
管継手部補修方法に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is designed to ensure sealing performance from the inner surface of the pipe while the pipe joint portion of an existing gas pipe is mainly buried underground. The present invention relates to a method for repairing a pipe joint of an existing pipe to be repaired.

〔従来の技術〕[Conventional technology]

近年、ガス管、水道管などの地下に埋設された
既設管を、埋設状態のまま、腐蝕等に対して管を
再生させるよう管内面から補修する方法が種々提
案されている。特に、地下に埋設された既設のガ
ス管で、鋳鉄管を水道型継手により接続した形態
のものでは、その管継手部のシール性について
も、補修の必要性が生じている。このため、管継
手部に対し、まず浸透用の低粘度樹脂を含浸さ
せ、つぎいでパテ状の高粘度樹脂を充填する2つ
の工程を別々に行うようにした工法が提唱されて
いる。
In recent years, various methods have been proposed for repairing existing pipes buried underground, such as gas pipes and water pipes, from the inside of the pipes while remaining buried so as to restore the pipes from corrosion and the like. In particular, in the case of existing gas pipes buried underground, in which cast iron pipes are connected by water-type joints, there is a need to repair the sealing properties of the pipe joints. For this reason, a construction method has been proposed in which the pipe joint part is first impregnated with a low-viscosity resin for penetration and then filled with a putty-like high-viscosity resin.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

すなわち近時、都市ガスは、古くから使用され
ていた石炭ガスに代つて、乾燥した天然ガスとな
つており、従来の石炭ガスの場合、ガス中のター
ル成分が、管継手部に介装された「麻肌」と称さ
れるシール材中に浸透することからシール性の劣
化は特に問題とならなかつたが、乾燥した天然ガ
スの場合は、シール材が乾燥、収縮することから
空〓が生じ、シール性が劣化してガス洩れの原因
となることから、その管継手部のシール性を確実
化し、以後、シール劣化を起さないように上記二
つの工程により補修を行つているが、2工程であ
ると作業時間が長く作業も煩雑になるという問題
点があつた。
In other words, recently, city gas has become dry natural gas instead of the coal gas that had been used for a long time. However, in the case of dry natural gas, the sealing material dries and shrinks, causing deterioration of the sealing properties. This causes the sealing performance to deteriorate and cause gas leakage, so we ensure the sealing performance of the pipe joint and repair it using the above two steps to prevent sealing deterioration in the future. There were problems in that the two-step process took a long time and the work was complicated.

本発明は、上記事情に基づいて提案されたもの
であつて、管継手部のシールを確実化するように
継手部に介在されるシール材中に浸透用の低粘度
樹脂を含浸させて空〓を塞ぎ、かつ、管継手部の
間〓にパテ状の高粘度樹脂を充填させて間〓を封
緘するようにしたもので、特に、これらの樹脂の
浸透とパテ状高粘度樹脂充填とが、既設管の管内
に三連ピグを通す過程で1つの連続作業により確
実かつ迅速に達成できるようにした既設管の管継
手部補修方法を提供しようとするものである。
The present invention was proposed based on the above-mentioned circumstances, and in order to ensure the sealing of the pipe joint, a low-viscosity resin for penetration is impregnated into the sealing material interposed in the joint, and the air is removed. In addition, putty-like high-viscosity resin is filled between the pipe joint parts to seal the gap.In particular, the penetration of these resins and the putty-like high-viscosity resin filling are It is an object of the present invention to provide a method for repairing a pipe joint of an existing pipe, which can be reliably and quickly accomplished in one continuous operation in the process of passing a triple pig into the pipe of the existing pipe.

〔課題を解決するための手段〕[Means to solve the problem]

この目的のため、本発明は、既設管の管内に、
管内面に気密に接して摺接移動する前後三個のピ
グを内装し、これら三個のピグのうち前側二個の
ピグの外周に空気逃出用条溝を設け、前側の二個
のピグ間には浸透用の低粘度樹脂を、後側の二個
のピグ間にはパテ状の高粘度樹脂をそれぞれ充填
し、既設管の継手部が上記前側の二個のピグ間に
対応する位置でピグの空気逃出用条溝から継手部
内空気を逃出させつつ上記低粘度樹脂をシール材
中に含浸させると共に、上記継手部が上記後側の
二個のピグ間に対応する位置で継手部間〓に、そ
の間〓内の空気をピグの空気逃出用条溝から逃出
させつつパテ状の高粘度樹脂を充填することを特
徴とするものである。
For this purpose, the present invention provides that, within the pipe of the existing pipe,
Three pigs at the front and rear that slide in airtight contact with the inner surface of the pipe are installed inside the tube, and air escape grooves are provided on the outer periphery of the two front pigs among these three pigs, and the two pigs at the front A low-viscosity resin for penetration is filled between the two pigs on the rear side, and a high-viscosity resin in the form of putty is filled between the two pigs on the rear side, and the joint part of the existing pipe is located at a position corresponding to between the two pigs on the front side. At the same time, the low-viscosity resin is impregnated into the sealing material while allowing the air inside the joint to escape from the air escape groove of the pig, and the joint is connected at a position corresponding to between the two pigs on the rear side. It is characterized in that the space between the parts is filled with a putty-like high viscosity resin while allowing the air in the space to escape through the air escape grooves of the pig.

〔作用〕[Effect]

以上の構成により、管継手部に対し、前側二個
のピグにより低粘度樹脂を浸透させ、つづいて後
側二個のピグにより高粘度樹脂を充填して、一行
程で2つの作業を完了する。
With the above configuration, the two front pigs infiltrate the pipe joint with low viscosity resin, and then the two rear pigs fill it with high viscosity resin, completing two tasks in one stroke. .

〔実施例〕〔Example〕

以下、本発明の一実施例を図面を参照して具体
的に説明する。
Hereinafter, one embodiment of the present invention will be specifically described with reference to the drawings.

図において、符号1,2,3は地下に埋設され
た既設管A内に挿入される第1ないし第3のピグ
であつて、第1ピグ1を先頭にして導入される。
上記第1ピグ1と第2ピグ2との間、および第2
ピグ2と第3ピグ3との間には、それぞれ連繋ロ
ープ4,5が接続してあり、更に第1ピグ1の先
端には測長兼用の牽引用ロープ6が接続してあ
る。そして、第1ピグ1および第2ピグは、第2
図にみられるように、後端が斜めの切除面で上下
から切断された円柱状の外観形状になつており、
その切除面を含む垂直断面を越えて前後方向に延
びる空気逃出用溝条7および8が、そのピグ1お
よび2の両側周面に形成してあり、これはピグ1
および2の各前方に開口している。上記ピグ1な
いし3はいずれも弾性を持つていて、既設管Aの
内周面に密接しつつ、牽引によつて(あるいは空
気吸引負圧との併用によつて)前方に引かれる構
造になつている。
In the figure, reference numerals 1, 2, and 3 indicate first to third pigs to be inserted into an existing pipe A buried underground, with the first pig 1 being the first to be introduced.
between the first pig 1 and the second pig 2, and the second pig
Connecting ropes 4 and 5 are connected between the pig 2 and the third pig 3, respectively, and a towing rope 6 that also serves as a length measurement is connected to the tip of the first pig 1. The first pig 1 and the second pig
As seen in the figure, the rear end has a cylindrical appearance with an oblique cutting surface cut from the top and bottom.
Air escape grooves 7 and 8 extending in the front-rear direction beyond the vertical section including the cut surface are formed on the circumferential surfaces on both sides of the pigs 1 and 2.
and 2 are open in front of each other. The above pigs 1 to 3 all have elasticity, and have a structure that allows them to be pulled forward by traction (or by combined use with air suction negative pressure) while coming into close contact with the inner peripheral surface of the existing pipe A. ing.

本発明では、上記第1ピグ1と第2ピグ2の間
には、浸透用の低粘度樹脂、例えば低粘度エポキ
シ樹脂が液状で充填されており、第2ピグ2と第
3ピグ3の間には、パテ状の高粘度樹脂、例えば
高粘度エポキシ樹脂が充填されている。そして既
設管A内に上記三連のピグ1,2,3を樹脂を充
填した状態で挿入し、第1ピグ1の前方管内に所
定の負圧(例えば−0.5Kg/cm2)をかけつつ、ロ
ープ6による牽引で既設管A内を移動させる。こ
の過程で、管継手部Bのシール材Cに空気が溜つ
ていても、これを負圧によりシール材C中より吸
引排出する。
In the present invention, the space between the first pig 1 and the second pig 2 is filled with a low-viscosity resin for penetration, such as a low-viscosity epoxy resin, and the space between the second pig 2 and the third pig 3 is filled with a low-viscosity resin for penetration, such as a low-viscosity epoxy resin. is filled with a putty-like high-viscosity resin, such as a high-viscosity epoxy resin. Then, insert the three pigs 1, 2, and 3 filled with resin into the existing pipe A, and apply a predetermined negative pressure (for example, -0.5 Kg/cm 2 ) inside the front pipe of the first pig 1. , it is moved within the existing pipe A by being pulled by the rope 6. During this process, even if air is trapped in the sealing material C of the pipe joint B, this air is sucked out from the sealing material C by negative pressure.

そしてピグ1,2,3の移動により、先頭の第
1ピグ1が管継手部Bに対して第3図に示す位置
まで移動すると、この状態でピグ1の移動を一時
停止または低速状態にし、ピグ3の後方から加圧
空気(例えば0.5Kg/cm2)を与えて、ピグ3を押
圧する。これにより充填剤を介して更にピグ2が
押圧され、第1ピグ1と第2ピグ2との間の充填
剤には圧力が加わることから、低粘度樹脂は、継
手部におけるシール材C内に浸透される。この
時、シール材Cに残留する空気は、置換されて間
〓Dから管周方向に移動し、溝条7,8を介して
ピグ1の前方空間に逃出され、このため樹脂がシ
ール材C内に含浸されるのを妨げない。
Then, as the pigs 1, 2, and 3 move, the first pig 1 at the head moves to the position shown in FIG. Pressurized air (for example, 0.5 Kg/cm 2 ) is applied from behind the pig 3 to press the pig 3. As a result, the pig 2 is further pressed through the filler, and pressure is applied to the filler between the first pig 1 and the second pig 2, so that the low viscosity resin is inside the sealing material C at the joint. be penetrated. At this time, the air remaining in the sealing material C is replaced and moves from the gap D in the pipe circumferential direction, and escapes to the space in front of the pig 1 via the grooves 7 and 8, so that the resin is transferred to the sealing material. It does not prevent it from being impregnated into C.

次いで牽引用ロープ6を引くことで、第4図の
ようにピグ1,2,3が移動すると、第1ピグ1
における溝条7,8の後端は、既設管Aの内周面
に接して第1ピグ1と第2ピグ2との間は気密状
態となり、連繋ロープ4の緊張でその内部空間が
拡大して樹脂への充填圧は失われる。そして第4
図のように、第2ピグ2が管継手部Bに対して所
定位置にくると、再び、第3ピグ3の後方から加
圧空気を与え、第2ピグと第3ピグとの間が収縮
状態となり、高粘度樹脂が間〓Dに加圧充填され
る。この場合、第2ピグ2の溝条7および8は間
〓Dにその後端を臨ませているので、ここより間
〓D内に残留する低粘度樹脂は第2ピグ2の溝条
7,8を通つて第1ピグ1との間に逃出し、間〓
D内における樹脂が置換されて高粘度のパテ状樹
脂が間〓Dに充填されるのを妨げない。
Next, by pulling the towing rope 6, when the pigs 1, 2, and 3 move as shown in FIG.
The rear ends of the grooves 7 and 8 are in contact with the inner peripheral surface of the existing pipe A, and the space between the first pig 1 and the second pig 2 is airtight, and the internal space is expanded by the tension of the connecting rope 4. The filling pressure to the resin is lost. and the fourth
As shown in the figure, when the second pig 2 comes to a predetermined position with respect to the pipe joint part B, pressurized air is again applied from the rear of the third pig 3, causing the space between the second pig and the third pig to contract. The high viscosity resin is filled into the space D under pressure. In this case, since the rear ends of the grooves 7 and 8 of the second pig 2 face the gap D, the low viscosity resin remaining in the gap D from here will be absorbed by the grooves 7 and 8 of the second pig 2. Escape between the 1st Pig 1 and the 1st Pig.
This does not prevent the resin in D from being replaced and filling the space D with a high viscosity putty-like resin.

このようにして、管継手部Bに対しては、第1
段階で、低粘度樹脂によるシール材への含浸を達
成し、次いで、第2段階で、管継手部Bの内側の
間〓Dに高粘度樹脂がパテとして充填されるの
で、 まず第1段階による低粘度樹脂の加圧含浸に
より、管継手部Bにおけるシール材Cは、これ
が乾燥、収縮されて空〓が生じていてもその空
〓が浸透剤Aの含浸により塞がれてシールされ
る。
In this way, the first
In the first step, the sealing material is impregnated with the low-viscosity resin, and then in the second step, the high-viscosity resin is filled as putty into the space D inside the pipe joint part B. By impregnating the sealing material C with the low viscosity resin under pressure, even if the sealing material C in the pipe joint part B dries and shrinks to form a void, the void is filled by the impregnation with the penetrating agent A and is sealed.

また第2段階で、管継手部Bにおける衝き合
せ間〓Dに、高粘度樹脂を加圧充填すること
で、管継手部の間〓D内は低粘度の樹脂に代つ
て高粘度の樹脂が置換、充填されるから、間〓
Dを完全に封緘シールすることができる。
In addition, in the second step, high viscosity resin is pressurized and filled into the butt gap D in the pipe joint B, so that the high viscosity resin replaces the low viscosity resin in the space D between the pipe joint B. Since it is replaced and filled, the interval is
D can be completely sealed.

なお、上記三連ピグの移動する過程で、第5図
のように枝管Eがあつても、牽引移動中は、充填
剤には加圧力が働いていないので、枝管E内への
樹脂の流入がなく、これを閉塞してしまうおそれ
もない。
In addition, even if there is a branch pipe E as shown in Figure 5 during the movement of the triple pig, since no pressurizing force is applied to the filler during the towing movement, the resin will not flow into the branch pipe E. There is no inflow of water, and there is no risk of blockage.

また、上記実施例では、第1および第2のピグ
1,2については、溝条7,8を有する特別な形
状にしたが、要するに、管継手部への樹脂の充填
圧が加わる時、継手部の間〓Dから管周方向に逃
げる空気あるいは樹脂の導出が達成できる構造で
あれば、他の形状にしてもよいこと勿論であり、
さらにピグ3の後方から加圧空気は必ずしも必要
でない。
In addition, in the above embodiment, the first and second pigs 1 and 2 have a special shape with grooves 7 and 8, but in short, when pressure is applied to fill the pipe joint with resin, the joint Of course, other shapes may be used as long as the structure allows air or resin to escape in the circumferential direction from D between the parts.
Furthermore, pressurized air from behind the pig 3 is not necessarily required.

〔発明の効果〕〔Effect of the invention〕

本発明は、以上詳述したように、1つの連続作
業の中で先ず低粘度の樹脂を管継手部のシール材
中に含浸させ、次いで、管継手部の凹部へパテ状
の高粘度の樹脂を充填する工法にしたので、既設
管の管継手部は、そのシール材中への低粘度樹脂
の含浸によるシール効果と、管継手部の衝き合せ
間〓に対する高粘度樹脂の充填による封緘作用
の、二重のシール効果が得られるから、既設管の
管継手部を、以後、シール劣化を起さないよう確
実に補修することができ、しかも、これを既設管
に対する1回のピグの挿通、移動で連続的に行え
るから、作業性が高く高能率的に管継手部の補修
を行うことができる。
As described in detail above, in one continuous operation, the present invention first impregnates a low-viscosity resin into the sealing material of a pipe joint, and then injects a putty-like high-viscosity resin into the recess of the pipe joint. As a result, the pipe joints of existing pipes have a sealing effect by impregnating the sealing material with low-viscosity resin, and a sealing effect by filling the abutment gap of the pipe joint with high-viscosity resin. Since a double sealing effect is obtained, the pipe joint of the existing pipe can be reliably repaired to prevent seal deterioration in the future.Moreover, this can be done by simply inserting the pig into the existing pipe once. Since it can be carried out continuously by moving, it is possible to repair pipe joints with high work efficiency and high efficiency.

さらに加えて本発明のように1つの連続作業の
中で低粘度樹脂の含浸とパテ状の高粘度樹脂の充
填とを同時的に行う場合では、第1段階で含浸さ
れる低粘度樹脂が、第2段の高粘度樹脂による充
填に対して潤滑の役目をも果すから、パテ状の樹
脂は高粘度のものであつても充填性がよく、ま
た、管継手部の間〓表面が凹凸状態の粗面であつ
ても、パテ状樹脂充填の密着性がよく、補修効果
を高めることができる。
In addition, in the case where impregnation with a low viscosity resin and filling with a putty-like high viscosity resin are performed simultaneously in one continuous operation as in the present invention, the low viscosity resin impregnated in the first step is Since it also serves as a lubricant for the filling with the high-viscosity resin in the second stage, the putty-like resin has good filling properties even if it is highly viscous, and the surface between the pipe joints is uneven. Even on rough surfaces, the putty-like resin filling has good adhesion and can enhance the repair effect.

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

第1図は本発明の一実施例の態様を示す縦断側
面図、第2図はピグ形状の一例を示す斜視図、第
3図ないし第5図は本発明方法の実施例における
作業進行の状況を第1図の態様に次いで示す縦断
面側面図である。 1〜3……ピグ、4,5……連繋ロープ、6…
…牽引用ロープ、7,8……溝条、A……既設
管、B……管継手部、C……シール材、D……間
〓、E……枝管。
FIG. 1 is a longitudinal side view showing an embodiment of the present invention, FIG. 2 is a perspective view showing an example of a pig shape, and FIGS. 3 to 5 are progress of work in an embodiment of the method of the present invention. FIG. 2 is a vertical cross-sectional side view showing the embodiment of FIG. 1; 1~3...Pig, 4,5...Connecting rope, 6...
...Towing rope, 7, 8...Groove, A...Existing pipe, B...Pipe joint, C...Sealing material, D...Between, E...Branch pipe.

Claims (1)

【特許請求の範囲】[Claims] 1 既設管の管内に、管内面に気密に接して摺接
移動する前後三個のピグを内装し、これら三個の
ピグのうち前側二個のピグの外周に空気逃出用条
溝を設け、前側の二個のピグ間には浸透用の低粘
度樹脂を、後側の二個のピグ間にはパテ状の高粘
度樹脂をそれぞれ充填し、既設管の継手部が上記
前側の二個のピグ間に対応する位置でピグの空気
逃出用条溝から継手部内空気を逃出させつつ上記
低粘度樹脂をシール材中に含浸させると共に、上
記継手部が上記後側の二個のピグ間に対応する位
置で継手部間〓に、その間〓内の空気をピグの空
気逃出用条溝から逃出させつつパテ状の高粘度樹
脂を充填することを特徴とする既設管の管継手部
補修方法。
1 Inside the existing pipe, three pigs at the front and rear that slide in airtight contact with the inner surface of the pipe are installed, and grooves for air escape are provided on the outer periphery of the two front pigs among these three pigs. The space between the two front pigs is filled with a low-viscosity resin for penetration, and the space between the two rear pigs is filled with a high-viscosity resin in the form of putty. The low viscosity resin is impregnated into the sealing material while allowing the air inside the joint to escape from the air escape grooves of the pigs at positions corresponding to between the two pigs on the rear side. A pipe joint for existing pipes characterized in that a putty-like high-viscosity resin is filled between the joint parts at positions corresponding to each other, while allowing the air within the space to escape through the air escape grooves of the pig. Part repair method.
JP57201776A 1982-11-17 1982-11-17 Method of repairing pipe joint section of existing pipe Granted JPS5993591A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57201776A JPS5993591A (en) 1982-11-17 1982-11-17 Method of repairing pipe joint section of existing pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57201776A JPS5993591A (en) 1982-11-17 1982-11-17 Method of repairing pipe joint section of existing pipe

Publications (2)

Publication Number Publication Date
JPS5993591A JPS5993591A (en) 1984-05-30
JPH0131077B2 true JPH0131077B2 (en) 1989-06-23

Family

ID=16446745

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57201776A Granted JPS5993591A (en) 1982-11-17 1982-11-17 Method of repairing pipe joint section of existing pipe

Country Status (1)

Country Link
JP (1) JPS5993591A (en)

Also Published As

Publication number Publication date
JPS5993591A (en) 1984-05-30

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