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JPS6154476B2 - - Google Patents
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JPS6154476B2 - - Google Patents

Info

Publication number
JPS6154476B2
JPS6154476B2 JP58025743A JP2574383A JPS6154476B2 JP S6154476 B2 JPS6154476 B2 JP S6154476B2 JP 58025743 A JP58025743 A JP 58025743A JP 2574383 A JP2574383 A JP 2574383A JP S6154476 B2 JPS6154476 B2 JP S6154476B2
Authority
JP
Japan
Prior art keywords
pipe
resin
pig
pigs
pressure
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
JP58025743A
Other languages
Japanese (ja)
Other versions
JPS59150576A (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 JP58025743A priority Critical patent/JPS59150576A/en
Publication of JPS59150576A publication Critical patent/JPS59150576A/en
Publication of JPS6154476B2 publication Critical patent/JPS6154476B2/ja
Granted legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/10Means for stopping flow in pipes or hoses

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Pipe Accessories (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)

Description

【発明の詳細な説明】 本発明は、主として地下に埋設されている既設
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
継手部補修において、その時の枝分け管処置方法
に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention mainly relates to a pipe joint part of an existing gas pipe buried underground, which is repaired to ensure sealing performance from the inner surface of the pipe while the pipe joint part is buried underground. This article relates to methods for treating branched pipes during repairs.

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などに対して管を
再生させるように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、鋳鉄管を水道型接手により接続した形態
のものでは、その管継手部にシール性について
も、その補修の必要が生じている。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燃ガスとなつており、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、乾燥した天燃ガスの場合は、シール材
が乾燥、収縮することから空隙が生じ、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
化を起さないような補修を行う必要が生じてい
る。
In recent years, various methods have been proposed for repairing existing pipes such as gas pipes, water pipes, etc. buried underground from the inside so as to regenerate the pipes from corrosion and the like while they are still buried. 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. In other words, recently, city gas has replaced the coal gas that had been used for a long time as dry natural gas. Deterioration of sealing performance was not a particular problem because it penetrated the sealing material called "hemp skin," but in the case of dry natural gas, the sealing material dries and contracts, creating voids. Since the sealing performance deteriorates and causes gas leakage, it is necessary to ensure the sealing performance of the pipe joint and perform repairs to prevent seal deterioration in the future.

しかし、既設のガス管で管径が中口径管や小口
径管は、大口径管のように作業者が管内に入つて
管継手部の内面補修作業を行うことができないの
で、補修作業の施工が大変であり、埋設状態で管
の継手部を外部から内面補修する施工法が望まれ
ている。
However, for existing gas pipes that have a medium diameter or small diameter, workers cannot enter the pipe and repair the inner surface of the pipe joint like they can for large diameter pipes, so it is difficult to carry out repair work. This is difficult, and a construction method that repairs the inner surface of pipe joints from the outside while underground is desired.

そこで、既設管の管内に、管内面に気密に接し
て摺接移動する少なくとも前後一対のピグ間に樹
脂を充填して移動させる手段を有し、この移動過
程で管継手部が前後のピグ間に位置する時、一方
のピグの外周の一部から吸引力を加える方式を先
に提唱した。ここでは先ず、低粘度樹脂の浸透剤
を、継手部の間隙からシール材中に加圧含浸さ
せ、その後、同継手部の間隙に、高粘度樹脂のパ
テ剤を充填する。この場合、浸透剤を加圧する
時、継手部の間隙から吸引力で空気を排除し、上
記浸透剤が置換して間隙を介してシール材に含浸
される。また、パテ剤を加圧する時、継手部の間
隙から余分な浸透剤を充填圧で排除し、これと置
換してパテ剤が上記間隙に充填される。
Therefore, we have a means for filling and moving resin between at least a pair of front and rear pigs that slide in airtight contact with the inner surface of the pipe in the existing pipe, and in this movement process, the pipe joint part is moved between the front and rear pigs. We previously proposed a method in which suction force is applied from part of the outer circumference of one pig when the pig is located at Here, first, a low-viscosity resin penetrant is impregnated into the sealing material under pressure through the gap in the joint, and then a high-viscosity resin putty is filled into the gap in the joint. In this case, when pressurizing the penetrant, air is removed from the gap in the joint by suction force, and the penetrant is replaced and impregnated into the sealing material through the gap. Further, when pressurizing the putty agent, excess penetrant is removed from the gap of the joint part by the filling pressure, and the gap is filled with the putty agent to replace it.

その結果、埋設状態でもつて管の継手部を外部
から内面補修することができるばかりでなく、シ
ール材中に加圧含浸された浸透剤によりシール材
の乾燥、収縮により微細孔が塞がれてシール効果
が高められ、しかも、第1段階で行なわれた間隙
への浸透剤が、第2段階のパテ剤の充填に対して
潤滑の役目を果すことから、管継手部の間隙表面
が凹凸状態の粗面であつても、パテ剤の充填密着
性がよく、浸透剤とパテ剤との二重の気密性によ
りシール効果の高い補修が実現された。
As a result, not only is it possible to repair the inner surface of the joint of the pipe from the outside even when it is buried, but the penetrating agent impregnated into the sealing material under pressure can cause the sealing material to dry and shrink, thereby blocking the micropores. The sealing effect is enhanced, and since the agent that penetrates into the gap in the first stage acts as a lubricant for the filling of the putty agent in the second stage, the surface of the gap at the pipe joint becomes uneven. Even on rough surfaces, the filling adhesion of the putty agent was good, and the dual airtightness of the penetrant and putty agent made it possible to achieve a repair with a high sealing effect.

このようにして管内における管継手部の補修を
行なうために、先頭のピグの前には負圧がかけら
れていて、これにより前述の吸引力が与えられて
いるので、上記既設管の途中にある枝分け管(本
管に対する枝管、枝管に対する供給管)には負圧
が与えられる。そして上記枝分け管を越えてピグ
が通ると、枝分け管内の残留負圧で充填用樹脂が
枝分け管内に引き込まれ、これが後に固化して、
枝分け管を閉塞してしまう不都合が起る。
In order to repair the pipe joint in the pipe in this way, negative pressure is applied in front of the first pig, which provides the suction force mentioned above, so that Negative pressure is applied to certain branch pipes (branch pipes to the main pipe, supply pipes to the branch pipes). When the pig passes over the branch pipe, the residual negative pressure inside the branch pipe draws the filling resin into the branch pipe, which later solidifies.
This causes the inconvenience of clogging the branch pipe.

また、牽引ロープによる牽引および先頭ピグに
かける負圧だけでは、既設管内においてピグを移
動させる抵抗が大きい時にはピグ後方からも加圧
力を与える必要があるが、この場合は充填用樹脂
に加圧力が与えられているので、たとえ枝分け管
に残留負圧がなくても、ピグがここを通過する時
に上記枝分け管へ樹脂が侵入し、これが後に固化
して、枝分け管を閉塞してしまう不都合が起る。
In addition, if the resistance to moving the pig in the existing pipe is large, it is necessary to apply pressure from the rear of the pig by only pulling it with a towing rope and applying negative pressure to the leading pig. Even if there is no residual negative pressure in the branch pipe, resin will enter the branch pipe when the pig passes through it, and this will solidify later and block the branch pipe. An inconvenience will occur.

本発明は、上記事情にもとづいてなされたもの
で、上述のような管継手部の補修を行なうに際し
て、上記枝分け管には、少なくともピグ間の樹脂
充填空間が、上記枝分け管の既設管連通部を通過
する間、その樹脂充填圧より高い圧力を加えてお
くことにより、枝分け管への樹脂の流出を防止
し、枝分け管が閉塞されないようにした既設管の
管継手部補修における枝分け管処置方法を提供し
ようとするものである。
The present invention has been made based on the above circumstances, and when repairing the pipe joint as described above, the branch pipe has at least a resin-filled space between the pigs that is filled with the resin in the existing pipe of the branch pipe. By applying a pressure higher than the resin filling pressure while passing through the communication part, the resin is prevented from flowing into the branch pipe and the branch pipe is prevented from being blocked.This method is used in repairing the joint of an existing pipe. The present invention attempts to provide a method for treating branched pipes.

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少なくとも前
後一対のピグ間に樹脂を充填して移動させ、管継
手部においてピグ前方に与える負圧、ピグ後方に
与える正圧で、管継手部への樹脂の充填を行うと
共に、既設管に連通する枝分け管には、樹脂にか
かる充填圧を越える気圧を、少なくともピグ間の
樹脂充填空間が枝分け管の既設管に対する連通部
分を通過する間付与して置く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,
Resin is filled between at least a pair of front and rear pigs that slide in airtight contact with the inner surface of the pipe, and the resin is moved to the pipe joint by applying negative pressure to the front of the pig and positive pressure to the rear of the pig. At the same time as filling the branch pipe with resin, an air pressure exceeding the filling pressure applied to the resin is applied to the branch pipe that communicates with the existing pipe, at least while the resin filling space between the pigs passes through the part of the branch pipe that communicates with the existing pipe. It is characterized by being kept as

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.

第1図および第2図において、符号1は地下に
埋設されたガス管となる既設管で、この既設管1
は、在来の配管方式により鋳鉄管を水道型の管継
手部2を介して長く接続されているものである。
この既設管1を補修に適する長さ単位に区切つ
て、その区間内に介在する複数の管継手部2の補
修を行うもので、その管継手部2は、従来周知の
ように一方の管の管端に設けられた大口径部2a
に、他方の管端2bが衝き合され、この衝き合せ
嵌合部に通常「麻肌」と称されるシール材3が詰
め込まれ、開口部を鉛材4で封栓してなる接続構
造のものである。
In Figures 1 and 2, reference numeral 1 indicates an existing pipe that is a gas pipe buried underground, and this existing pipe 1
In this example, a long cast iron pipe is connected via a water pipe joint 2 using a conventional piping system.
This existing pipe 1 is divided into units of length suitable for repair, and a plurality of pipe joints 2 interposed within that section are repaired. Large diameter part 2a provided at the pipe end
Then, the other tube end 2b is brought into contact with each other, a sealing material 3 usually called "hemp skin" is packed into this butted fitting part, and the opening is sealed with a lead material 4. It is something.

また上記既設管1には、枝分け管5(例えば既
設管1を通して供給されるガスを需要家の各戸の
ガスメータに導くために管路途中に多数分岐する
供給管)が設けられており、この実施例では、上
記枝分け管5の端末(地上のガスメータに接続さ
れた端部)に、小径の絞り6が用意されている。
Further, the existing pipe 1 is provided with a branch pipe 5 (for example, a supply pipe that branches into many branches in the middle of the pipe in order to guide the gas supplied through the existing pipe 1 to the gas meter of each customer's unit). In the embodiment, a small-diameter throttle 6 is provided at the end of the branch pipe 5 (the end connected to the gas meter on the ground).

上記補修対象の既設管1の内部には、管継手部
の補修にあたり、一方の開口部より前後一対のピ
グ7,8が導入される。これらの各ピグ7,8
は、既設管1の内面に気密に接して摺接移動し得
るように弾性を有するもので、その移動方向の後
方ピグ8は、円柱状の外観形状のものであるが、
他方の前側のピグ7は、後述の機能を持たせる意
図から、円柱体の後端部を上下位置で斜めに切り
落して側面から見ると山形に形成してあり、かつ
周面には上記山形に切り落された上記切除面7a
に対し、円周方向に90度位相をずらせた左右両側
位置に凹状の空気抜き溝9を形成してあり、この
空気抜き溝9は、一方の前端がピグ7の前方空間
に開口し、後端はピグ7の軸方向に関して山形の
切除面7aとオーバラツプする関係位置まで延び
ている。
Inside the existing pipe 1 to be repaired, a pair of front and rear pigs 7, 8 are introduced from one opening for repairing the pipe joint. Each of these pigs 7,8
The pig has elasticity so that it can slide in airtight contact with the inner surface of the existing pipe 1, and the rear pig 8 in the direction of movement has a cylindrical external shape.
The other front pig 7 has the rear end of the cylindrical body diagonally cut off at the top and bottom positions to form a chevron shape when viewed from the side, with the intention of providing the function described later. The cut off surface 7a
On the other hand, concave air vent grooves 9 are formed on both the left and right sides with a phase shift of 90 degrees in the circumferential direction. It extends in the axial direction of the pig 7 to a position where it overlaps the chevron-shaped cut surface 7a.

このような前後のピグ7,8は、所定の対向間
隔を離して連繋ロープ10で互いに連結してあ
り、また両ピグ7,8は、それぞれ前方、後方に
延びる測長兼用の牽引ロープ11,12が接続さ
れている。そして、上記ピグ7,8の対向空間
に、例えば、エポキシ樹脂のような硬化性を有す
る低粘度樹脂(100cps〜1000cps)の浸透剤A
(第1段階)と、高粘度樹脂(例えば10万cps〜
30万cps)のパテ剤B(第2段階)とが充填され
て、ピグ7,8と共に浸透剤Aあるいはパテ剤B
が、次の順序で既設管1内に移動される。
The front and rear pigs 7 and 8 are connected to each other by a connecting rope 10 at a predetermined distance from each other, and each of the pigs 7 and 8 is connected to a towing rope 11 which also serves as a length measurement and which extends forward and backward, respectively. 12 are connected. Then, in the space facing the pigs 7 and 8, a penetrating agent A made of, for example, a low viscosity resin (100 cps to 1000 cps) having hardenability such as epoxy resin is applied.
(first stage) and high viscosity resin (e.g. 100,000 cps ~
300,000 cps) and putty agent B (second stage) is filled, and penetrant A or putty agent B is filled with pigs 7 and 8.
are moved into the existing pipe 1 in the following order.

すなわち第1段階では、第1図に示すように、
ピグ7,8間に浸透剤Aを充填した状態で、これ
を既設管1内で矢印X方向に移動させる。この移
動は、移動方向の前側の既設管1の管内に所定圧
の負圧(例えば−0.5Kg/cm2)をかけつつ、牽引ロ
ープ11によりピグ7,8を浸透剤Aと共に移動
させる。この移動過程では、負圧作用により管継
手部2のシール材3中に滞留する空気は吸引排除
される。一方、後方のピグ8の後方空間には所定
圧(例えば+0.5Kg/cm2)の加圧空気が与えられて
いる。このため浸透剤Aには充填圧がかけられて
いる。そしてピグ7,8の移動により、配管図お
よび牽引ロープで判断され、あるいは予めビデオ
カメラ、磁気センサなどで測定された管継手部2
の位置に対し、先頭ピグ7が第1図に示すような
関係位置まで移動すると、この位置ではピグ7,
8の移動を一時停止または低速状態とする。この
段階では、既にピグ8が矢印Y方向に加圧されて
いて、浸透剤Aには圧力が加わつていることで、
その加圧作用により低粘度樹脂の浸透剤Aは、管
継手部2の間隙を通つてシール材3中に浸透され
る。
That is, in the first stage, as shown in Figure 1,
With the penetrant A filled between the pigs 7 and 8, it is moved in the direction of the arrow X within the existing pipe 1. In this movement, the pigs 7 and 8 are moved together with the penetrant A by the pulling rope 11 while applying a predetermined negative pressure (for example, -0.5 Kg/cm 2 ) inside the existing pipe 1 on the front side in the moving direction. During this movement process, the air remaining in the sealing material 3 of the pipe joint portion 2 is sucked out due to the negative pressure action. On the other hand, pressurized air at a predetermined pressure (for example, +0.5 kg/cm 2 ) is applied to the rear space of the rear pig 8. Therefore, a filling pressure is applied to the penetrating agent A. Then, by the movement of the pigs 7 and 8, the pipe joint 2 is determined based on the piping diagram and towing rope, or measured in advance using a video camera, magnetic sensor, etc.
When the leading pig 7 moves to the relative position shown in FIG.
8 is temporarily stopped or slowed down. At this stage, the pig 8 is already pressurized in the direction of the arrow Y, and pressure is applied to the penetrant A.
Due to the pressurizing action, the penetrating agent A, which is a low-viscosity resin, is penetrated into the sealing material 3 through the gap in the pipe joint portion 2 .

この時に、管継手部2に空気洩れが起きている
と、浸透剤Aはシール材3中の残留空気を外部に
押し出すようにして浸透し、また、空気洩れが生
じていない場合、浸透剤Aの加圧浸透によりシー
ル材3中の残留空気は封じ込まれるような現象を
起すことになるが、この場合、先頭ピグ7には前
記したように空気抜け溝9が形成されていること
で、シール材3中の残留空気は、浸透剤Aの加圧
浸透による押し出し作用で間隙13から管周方向
に回り、空気抜き溝9を通つてピグ7の前方空間
に逃出されるから、空気と浸透剤Aの置換作用が
確実に行われて浸透剤Aは、シール材3中の全域
に深く浸透される。
At this time, if there is an air leak in the pipe joint 2, the penetrant A penetrates by pushing out the residual air in the sealing material 3, and if there is no air leak, the penetrant A The residual air in the sealing material 3 is trapped due to pressurized infiltration. The residual air in the sealing material 3 is pushed out from the gap 13 by the pressurized infiltration of the infiltrating agent A, and is released from the gap 13 in the circumferential direction of the tube through the air vent groove 9 into the space in front of the pig 7, so that the air and infiltration are eliminated. The substitution effect of the agent A is reliably performed, and the penetrant A is deeply penetrated into the entire area of the sealing material 3.

1個の管継手部2に対して浸透剤Aの含浸作用
が終ると、再びピグ7,8を、前方の負圧とロー
プによる牽引、および後方の加圧とで既設管1内
で移動させて、上述の要領で次の管継手部2に対
する浸透剤Aの含浸作用を順に行なう。
When the impregnating action of penetrant A on one pipe joint 2 is completed, the pigs 7 and 8 are moved within the existing pipe 1 again by negative pressure in the front, pulling by the rope, and pressurization in the rear. Then, the next pipe joint portion 2 is impregnated with penetrant A in the same manner as described above.

このようにして、第1段階の浸透剤Aの含浸作
用が終ると、次いで第2段階として、第2図に示
すようにピグ7,8間に高粘度樹脂のパテ剤Bを
充填して、これを前述の要領で既設管1内に移動
させ、所定の関係位置に移動すると、ここで移動
を一時停止または低速状態にして、パテ剤Bに与
えられた充填圧および吸引力によつて管継手部2
の間隙13に余つている低粘度の浸透剤は、空気
抜き溝9を介してピグ7の前方に排除され、これ
と置換して、パテ剤Bが満されるのである。
After the impregnation action of the penetrating agent A in the first stage is completed in this way, in the second stage, as shown in FIG. 2, a high viscosity resin putty agent B is filled between the pigs 7 and 8. When this is moved into the existing pipe 1 as described above and moved to a predetermined related position, the movement is temporarily stopped or at a low speed, and the filling pressure and suction force applied to the putty agent B are used to move the material into the existing pipe 1. Joint part 2
The low-viscosity penetrant remaining in the gap 13 is removed to the front of the pig 7 via the air vent groove 9, and is replaced by the putty agent B.

そして、浸透剤Aやパテ剤Bをピグ7,8の間
に位置させて、ピグ7,8が既設管1内を移動す
る時、例えば第3図の状態にあると、枝分け管5
は予めピグ7の前側の負圧を受けているが、ピグ
7が枝分け管5の連通個所を越える時、絞り6を
介して、例えばピグ8の後方空間へ、圧力調整弁
14を介して圧力空気を供給するコンプレツサ1
5より加圧空気を供給する。この加圧空気の圧力
P1は、ピグ7,8間の樹脂にかかる充填圧P2に対
して少なくともP1≧P2の関係が保たれる大きさで
ある。なお、ピグ8の後方空間への圧力P3は、P3
>P1≧P2程度である。したがつて、枝分け管5の
分岐連通部がピグ7,8間に開口していても、浸
透剤Aあるいはパテ剤Bが枝分け管5内に入るこ
とがなく、したがつて枝分け管5が、この管継手
補修作業において、樹脂で閉塞されるのを完全に
回避できる。なお、ピグ8が分岐連通部を通過し
た後では、上記枝分け管5への加圧空気供給は停
止してよい。
Then, when the penetrating agent A and the putty agent B are positioned between the pigs 7 and 8 and the pigs 7 and 8 move within the existing pipe 1, for example in the state shown in FIG.
is previously subjected to negative pressure on the front side of the pig 7, but when the pig 7 crosses the communication point of the branch pipe 5, the pressure is applied to the rear space of the pig 8 via the throttle 6, for example, via the pressure regulating valve 14. Compressor 1 that supplies pressurized air
5. Supply pressurized air. The pressure of this pressurized air
P 1 has a size such that at least the relationship P 1 ≧P 2 is maintained with respect to the filling pressure P 2 applied to the resin between the pigs 7 and 8. In addition, the pressure P 3 to the rear space of the pig 8 is P 3
>P 1 ≧P 2 approximately. Therefore, even if the branch communication part of the branch pipe 5 is opened between the pigs 7 and 8, the penetrating agent A or the putty agent B will not enter the branch pipe 5. 5, it is possible to completely avoid clogging with resin during this pipe joint repair work. Note that after the pig 8 passes through the branch communication section, the supply of pressurized air to the branch pipe 5 may be stopped.

なおこの実施例において、枝分け管5への加圧
空気供給は、作業当初から継続してなされてもよ
い。これはバキユームポンプ16による吸引量に
比べると、枝分け管5を経由する空気流量が絞り
6のため著しく少ないためである。
In this embodiment, pressurized air may be continuously supplied to the branch pipe 5 from the beginning of the work. This is because the flow rate of air passing through the branch pipe 5 is significantly smaller than the amount of suction by the vacuum pump 16 due to the restriction 6.

本発明は、以上詳述したようになり、枝分け管
の一部に加圧空気を与えて、ピグ間において枝分
け管が開口しても、上記加圧空気が樹脂の充填圧
に抗して樹脂の枝分け管に侵入するのを防止し、
これによつて枝分け管の閉塞を確実に避け、安心
して管継手部の補修が達成できる。
The present invention has been described in detail above, and even if pressurized air is applied to a part of the branch pipe and the branch pipe opens between the pigs, the pressurized air will not resist the filling pressure of the resin. to prevent resin from entering the branch pipe.
This reliably avoids blockage of the branch pipe and allows the pipe joint to be repaired with peace of mind.

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

第1図は本発明の一実施例を示す第1段階の作
業態様を示す縦断面図、第2図は同第2段階の作
業態様状況を示す縦断面図、第3図は枝管への影
響を説明するための縦断面図である。 1……既設管、2……管継手部、2a……大口
径部、2b……管端、3……シール材、4……鉛
材、5……枝分け管、6……絞り、7,8……ピ
グ、7a……切除面、9……空気抜き溝、10…
…連繋ロープ、11,12……牽引ロープ、13
……間隙、14……圧力調整弁、15……コンプ
レツサ、16……バキユームポンプ、A……浸透
剤、B……パテ剤。
Fig. 1 is a longitudinal sectional view showing the working mode of the first stage showing an embodiment of the present invention, Fig. 2 is a longitudinal sectional view showing the working state of the second stage, and Fig. 3 is a longitudinal sectional view showing the working state of the second stage. FIG. 3 is a vertical cross-sectional view for explaining the influence. 1... Existing pipe, 2... Pipe joint part, 2a... Large diameter part, 2b... Pipe end, 3... Seal material, 4... Lead material, 5... Branch pipe, 6... Restriction, 7, 8...Pig, 7a...Resection surface, 9...Air vent groove, 10...
...Connection rope, 11, 12...Tow rope, 13
... Gap, 14 ... Pressure regulating valve, 15 ... Compressor, 16 ... Vacuum pump, A ... Penetrant, B ... Putty agent.

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
移動する少なくとも前後一対のピグ間に樹脂を充
填して移動させ、管継手部においてピク前方に与
える負圧、ピグ後方に与える正圧で、管継手部へ
の樹脂の充填を行うと共に、既設管に連通する枝
分け管には、樹脂にかかる充填圧を越える気圧
を、少なくともピグ間の樹脂充填空間が枝分け管
の既設管に対する連通部分を通過する間、付与し
て置くことを特徴とする既設管の管継手部補修に
おける枝分け管処置方法。
1 Fill the inside of the existing pipe with resin between at least a pair of front and rear pigs that slide in airtight contact with the inner surface of the pipe, and apply negative pressure to the front of the pig and positive pressure to the rear of the pig at the pipe joint. At the same time, the pipe joint is filled with resin, and the branch pipe that communicates with the existing pipe is subjected to an air pressure that exceeds the filling pressure applied to the resin.At least, the resin filling space between the pigs is A branch pipe treatment method for repairing a pipe joint of an existing pipe, characterized in that the branch pipe is applied while passing through a communicating part.
JP58025743A 1983-02-18 1983-02-18 Treating method for branched pipe in repairing joint of existing pipe Granted JPS59150576A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58025743A JPS59150576A (en) 1983-02-18 1983-02-18 Treating method for branched pipe in repairing joint of existing pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58025743A JPS59150576A (en) 1983-02-18 1983-02-18 Treating method for branched pipe in repairing joint of existing pipe

Publications (2)

Publication Number Publication Date
JPS59150576A JPS59150576A (en) 1984-08-28
JPS6154476B2 true JPS6154476B2 (en) 1986-11-22

Family

ID=12174300

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58025743A Granted JPS59150576A (en) 1983-02-18 1983-02-18 Treating method for branched pipe in repairing joint of existing pipe

Country Status (1)

Country Link
JP (1) JPS59150576A (en)

Also Published As

Publication number Publication date
JPS59150576A (en) 1984-08-28

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