JPH0225079B2 - - Google Patents

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Publication number
JPH0225079B2
JPH0225079B2 JP58025745A JP2574583A JPH0225079B2 JP H0225079 B2 JPH0225079 B2 JP H0225079B2 JP 58025745 A JP58025745 A JP 58025745A JP 2574583 A JP2574583 A JP 2574583A JP H0225079 B2 JPH0225079 B2 JP H0225079B2
Authority
JP
Japan
Prior art keywords
pipe
resin
branch
pig
supply
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
JP58025745A
Other languages
Japanese (ja)
Other versions
JPS59151689A (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 JP58025745A priority Critical patent/JPS59151689A/en
Publication of JPS59151689A publication Critical patent/JPS59151689A/en
Publication of JPH0225079B2 publication Critical patent/JPH0225079B2/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
のガス管を、その埋設状態のまま内面補修する時
に用いる既設ガス配管の内面補修施工法に関す
る。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a method for repairing the inner surface of an existing gas pipe, which is used when repairing the inner surface of an existing gas pipe that is mainly buried underground. .

〔従来の技術〕[Conventional technology]

近年、ガス管として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、その
補修の必要性が生じている。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、シール性劣化
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 gas pipes buried underground from the inside so as to restore 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, and in the case of conventional coal gas, tar components in the gas are removed by Deterioration of sealing performance was not a particular problem because it penetrated into the sealing material called "skin," but in the case of dry natural gas, the sealing material dries and contracts, creating voids and causing the seal to deteriorate. Since the sealing performance of the pipe joint deteriorates and causes gas leakage, it is necessary to ensure the sealing performance of the pipe joint and perform repairs to prevent the sealing performance from deteriorating 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
の継手部を管外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. Therefore, there is a need for a construction method that repairs the inner surface of the joint of the pipe from outside the pipe while it is buried.

そこで、既設管の管内に、牽引索により牽引さ
れ、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前方から
吸引力をかけると共に、他方のピグの後方に加圧
空気を与えて、樹脂に充填圧を加え、初段で、管
継手部のシール材に低粘度樹脂の含浸を行い、次
段で、管継手部の間〓を高粘度樹脂のパテ剤で埋
める工法が先に提唱された。
Therefore, we have a means for filling and moving resin between at least a pair of front and rear pigs that are pulled by a tow rope and slide in airtight contact with the inner surface of the pipe in the existing pipe. When the pipe is located between the front and rear pigs, a suction force is applied from the front of the outer circumference of one pig, and pressurized air is applied to the rear of the other pig to apply filling pressure to the resin. A method was first proposed in which the sealing material of the joint is impregnated with a low-viscosity resin, and the space between the joints is then filled with a high-viscosity resin putty.

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

しかし、このような管継手部の内面補修が、本
管についてなされる時、これから分岐している支
管または各戸別供給先への供給管には、この作業
中の吸引力あるいは加圧力がかかつてしまうの
で、供給管にある腐蝕孔が拡大されるなどの不都
合を生じる。また、管継手部に与える浸透剤、パ
テ剤が上記供給管の連通分岐部に詰まるのをさけ
るため、供給管に加圧力を加える場合があるが、
このことは、前述と同様、供給管内の腐蝕孔を拡
大するという不都合をもたらすことになる。
However, when repairing the inner surface of a pipe joint like this is done on the main pipe, the suction or pressurizing force during this work may be applied to the branch pipes that branch out or the supply pipes to each household supply destination. This causes problems such as enlargement of corrosion holes in the supply pipe. In addition, in order to prevent the penetrant and putty agent applied to the pipe joint from clogging the communication branch of the supply pipe, pressure may be applied to the supply pipe.
This has the disadvantage of enlarging the corrosion hole in the supply pipe, as described above.

一方、供給管に対しては、腐蝕孔を内面コーテ
イングによつて閉塞し、補強層を設けることがな
されている。そこで上記供給管に予め樹脂コーテ
イングを施して、吸引力あるいは加圧力に対して
の充分な強度を確保してから、本管あるいは枝管
の管継手部への補修を行なうことが考慮された。
On the other hand, for supply pipes, corrosion holes are closed by inner coating and a reinforcing layer is provided. Therefore, it has been considered to apply a resin coating to the above-mentioned supply pipe in advance to ensure sufficient strength against suction force or pressurizing force before repairing the pipe joint portion of the main pipe or branch pipe.

しかし、供給管に吹き込まれたコーテイング剤
の残余のものは、本管内に堆積して比較的速く硬
化してしまう。これは、速硬化性の樹脂が使われ
るためである。そこで、できるだけ早く、この本
管内にピグを通して、内部に堆積した樹脂をなら
してしまう必要があるが、この樹脂が、たまたま
未補修の管継手部にくると、局部的に間〓に入り
込み、以後の管継手部補修に不都合をもたらす。
とくに、シール材に対する樹脂の浸透を妨げるこ
ととなる。
However, any remaining coating agent blown into the supply tube will accumulate in the main tube and harden relatively quickly. This is because a fast-curing resin is used. Therefore, it is necessary to pass a pig into this main pipe as soon as possible to smooth out the resin that has accumulated inside, but if this resin happens to come to an unrepaired pipe joint, it will locally get into the gap. This will cause inconvenience in future repairs to the pipe joint.
In particular, this will prevent the resin from permeating into the sealing material.

本発明は、上記事情にもとづいてなされたもの
で、本管の管継手部補修と、供給管あるいは支管
の内面コーテイングとを一連の作業手順に組込む
ことにより、本管の管継手部補修に際しては供給
管あるいは支管の腐蝕孔拡大などの問題を起すこ
とがなく、また供給管の分岐連通部を樹脂で閉塞
することがなく、しかも、供給管あるいは支管の
内面コーテイングによる本管内への残余樹脂のな
らしに際して、管継手部補修が実質的に妨げられ
ないようにした管内面の補修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-mentioned circumstances, and by incorporating repair of the main pipe joint part and inner coating of the supply pipe or branch pipe into a series of work procedures, it is possible to repair the main pipe joint part. There is no problem such as expansion of corrosion holes in the supply pipe or branch pipe, there is no blocking of the branch communication part of the supply pipe with resin, and there is no possibility of residual resin entering the main pipe by coating the inner surface of the supply pipe or branch pipe. It is an object of the present invention to provide a method for repairing the inner surface of a pipe in which repair of a pipe joint part is not substantially hindered during break-in.

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

この目的を達成するため本発明は、本管または
支管から各戸へガスを供給するための多数の供給
管を分岐連通する既設ガス配管において、本管で
は牽引索によりピグを移動させて管継手部のシー
ル材に低粘度樹脂を浸透させ、その管継手部の間
〓に高粘度のパテ剤を充填し、かつ本管において
はピグの前側に負圧を、ピグの後側に正圧をかけ
ると共に、供給管あるいは支管を大気と連通させ
て供給管あるいは支管に低粘度樹脂またはパテ剤
が浸入しないようにし、供給管あるいは支管で
は、先端側から分岐側へ噴霧状の樹脂で内面コー
テイングを施すに際し、第1段階で本管における
管継手部のシール材中に低粘度樹脂を浸透させ、
第2段階で供給管または支管の内面への樹脂コー
テイングをなし、第3段階では、第2段階で本管
内に堆積した樹脂をピグを通すことによりならし
てのち、本管の管継手部の間〓にパテ剤を充填す
ることを特徴とするものである。
In order to achieve this object, the present invention has been developed in which, in existing gas piping that branches and connects a large number of supply pipes for supplying gas from a main pipe or a branch pipe to each house, a pig is moved by a tow rope in the main pipe to connect the pipe joint. A low viscosity resin is infiltrated into the sealing material of the pipe, a high viscosity putty is filled between the pipe joints, and in the main pipe, negative pressure is applied to the front side of the pig and positive pressure is applied to the back side of the pig. At the same time, the supply pipe or branch pipe is communicated with the atmosphere to prevent low viscosity resin or putty from entering the supply pipe or branch pipe, and the inner surface of the supply pipe or branch pipe is coated with a sprayed resin from the tip side to the branch side. In the first step, a low viscosity resin is infiltrated into the sealing material of the pipe joint in the main pipe.
In the second stage, the inner surface of the supply pipe or branch pipe is coated with resin, and in the third stage, the resin accumulated in the main pipe in the second stage is smoothed out by passing it through a pig, and then the joint part of the main pipe is coated with resin. It is characterized by filling the gap with a putty agent.

〔作用〕[Effect]

上記の工法により、供給管あるいは支管の分岐
部が低粘度樹脂またはパテ剤により塞がれること
がなく、また、供給管、支管に腐蝕孔があつても
これを拡大させることがなく、供給管、支管ライ
ニング樹脂が本管に残ることがない。
With the above construction method, the branch part of the supply pipe or branch pipe will not be blocked by low-viscosity resin or putty, and even if there is a corrosion hole in the supply pipe or branch pipe, it will not be enlarged. , the branch pipe lining resin will not remain in the main pipe.

〔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は地下に埋設されたガス本
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などの管継手部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の管継手部2の補修にあたり、本発明では、既
設管1を補修に適する長さ単位に区切つて、その
区間内に介在する供給管(あるいは支管)3の補
修も同時に行なうことになる。
In the figure, reference numeral 1 indicates an existing pipe that is a gas main pipe buried underground, and this existing pipe 1 is a cast iron pipe that is connected for a long time via a pipe joint 2 such as a water pipe type using a conventional piping method. It is something that exists. In repairing the pipe joint 2 of the existing pipe 1, the present invention divides the existing pipe 1 into units of length suitable for repair, and repairs the supply pipe (or branch pipe) 3 interposed within that section at the same time. become.

上記管継手部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」と称せされるシール材4が詰め込まれ、
開口部を鉛材5で封栓してなる接続構造のもので
ある。そして、前記供給管3は、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多数、用意されており、本発
明においては、この供給管の端末(地上のガスメ
ータに接続された端部)に、小径の開口を有する
連通部3aが設けられている。
As is well known in the art, the pipe joint part 2 has a large-diameter part 2a provided at the end of one pipe that abuts against the other end 2b, and this abutted fitting part usually has a "hemp skin". Packed with sealing material 4 called
It has a connection structure in which the opening is sealed with a lead material 5. A large number of the supply pipes 3 are prepared, for example, in order to guide the gas supplied through the existing pipe 1 to the gas meter of each customer's house. A communicating portion 3a having a small diameter opening is provided at the end connected to the connecting portion.

上記補修対象の既設管1の内部には、管継手部
2の補修あたり、一方の開口部より導入されるピ
グ6,7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7は、円柱状の外観形状のもので
あるが、他方の前側のピグ6は、後述の機能を持
たせる意図から、たとえば円柱状の後端部を上下
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6a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8を
形成してあり、この空気抜き溝8は、一方の前端
がピグ6の前方空間に開口し、後端はピグ6の軸
方向に関して山形の切除面6a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, the pigs 6 and 7 introduced from one opening during the repair of the pipe joint 2 are placed in such a way that they can slide in airtight contact with the inner surface of the existing pipe 1. The rear pig 7 in the direction of movement has a cylindrical external appearance, but the other front pig 6 has a cylindrical rear end, for example, with the intention of providing the function described later. The section is cut diagonally at the top and bottom positions to form a chevron shape when viewed from the side, and the circumferential surface is 90 degrees out of phase in the circumferential direction with respect to the cut surface 6a cut off in the chevron shape. Concave air vent grooves 8 are formed on both the left and right sides, one front end of which opens into the space in front of the pig 6, and a rear end that overlaps the chevron-shaped cut surface 6a in the axial direction of the pig 6. It extends to the relevant position.

このような前後のピグ6,7は、所定の対向間
隔を離して連繋ロープ9で互いに連結してあり、
また、両ピグ6,7は、それぞれ前方、後方に延
びる測長兼用の牽引ロープ10,11に接続され
ている。また、供給管3に対しては、コンプレツ
サ12から分岐された管路13を介してコーテイ
ング剤吹込み機器14が接続されている。上記吹
込み機器14は、コンプレツサ12からの圧搾空
気を圧力調整弁15を介して、例えば0.5Kg/cm2
まで低圧化し、吹込み機器14を介して供給管3
内に導入すると共に、コーテイング剤タンク16
によりコンプレツサ12の圧力で上記吹き込み機
器14内に噴霧したコーテイング剤を上記空気流
に載せて供給管3内に搬送できるようになつてい
る。上記コンプレツサ12は同じく圧力調整弁1
5′を介して上記既設管1の後方に、例えば0.5
Kg/cm2の圧搾空気を供給できるようになつてい
る。また、上記既設管1の前端には、バキユーム
ポンプ17が連通され、例えば、−0.5Kg/cm2の吸
引力を与えるようになつている。また、上記ピグ
6,7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3段
階)とが充填されて、ピグ6,7と共に次の順序
で既設管1内を移行されるのである。
Such front and rear pigs 6, 7 are connected to each other by a connecting rope 9 with a predetermined spacing apart,
Further, both the pigs 6 and 7 are connected to traction ropes 10 and 11, which also serve as length measurement, and extend forward and backward, respectively. Furthermore, a coating agent blowing device 14 is connected to the supply pipe 3 via a pipe line 13 branched from the compressor 12 . The blowing device 14 blows compressed air from the compressor 12 through a pressure regulating valve 15 at a rate of, for example, 0.5 kg/cm 2 .
The pressure is reduced to a low level, and the supply pipe 3 is
Coating agent tank 16
This allows the coating agent sprayed into the blowing device 14 under the pressure of the compressor 12 to be conveyed into the supply pipe 3 on the air flow. The compressor 12 is also the pressure regulating valve 1.
5' to the rear of the existing pipe 1, for example, 0.5
It is designed to supply compressed air of Kg/ cm2 . Further, a vacuum pump 17 is connected to the front end of the existing pipe 1, and is designed to provide a suction force of, for example, -0.5 kg/cm 2 . In addition, in the space facing the pigs 6 and 7, for example, a low viscosity resin (100 cps to
Penetrant A (1st stage) of 1000 cps) and putty agent B (3rd stage) of high viscosity resin (for example 100,000 cps to 300,000 cps) are filled, and then they are filled with pigs 6 and 7 in the following order. It is transferred within the existing pipe 1.

先ず、既設管1内は、その管継手部2における
塵埃が適当な手段で除去される。次に、第1段階
で、ピグ6,7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10によりピグ6,7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4中に滞留する空気は吸
収排除される。そしてピグ6,7の移動により、
配管図で示され、あるいは予めビデオカメラなど
で測定された管継手部2の位置に対し、先頭ピグ
6が第1図に示すような関係位置まで移動する
と、この位置でピグ6,8の移動を一時停止しま
たは低速状態とし、この状態で、後方のピグ7の
後方空間から所定圧(例えば+0.5Kg/cm2)の加
圧空気を与える。これによりピグ7が矢印Y方向
に加圧され、浸透剤Aには圧力が加わることで、
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〓を通つてシール材4中に浸透され
る。
First, dust at the pipe joint 2 in the existing pipe 1 is removed by appropriate means. Next, in the first stage, with the penetrant A filled between the pigs 6 and 7,
This is moved within the existing pipe 1 in the direction of arrow X. This movement is performed 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.
The pigs 6, 7 are moved together with the penetrant A by the traction rope 10. During this movement process, the air remaining in the sealing material 4 of the pipe joint 2 is absorbed and eliminated by the negative pressure action. And due to the movement of pigs 6 and 7,
When the leading pig 6 moves to the position shown in Fig. 1 with respect to the position of the pipe fitting 2 shown in the piping diagram or measured in advance with a video camera, the movement of the pigs 6 and 8 starts at this position. is temporarily stopped or set to a low speed state, and in this state, pressurized air at a predetermined pressure (for example, +0.5 kg/cm 2 ) is applied from the rear space of the rear pig 7. As a result, the pig 7 is pressurized in the direction of arrow Y, and pressure is applied to the penetrant A.
Due to the pressurizing action, the low-viscosity resin penetrant A is penetrated into the sealing material 4 through the space between the pipe joints 2 .

この時、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4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4中の雑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6には、
前記したように空気抜け溝8が形成されているこ
とで、シール材4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〓から管周方向に
回り、空気抜き溝8を通つてピグ6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4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 seal material 4, and if there is no air leak, the penetrant A Pressurized infiltration causes a phenomenon in which the air trapped in the sealing material 4 is trapped, but in this case, the leading pig 6 is
Since the air vent groove 8 is formed as described above, the residual air in the sealing material 4 is circulated from the gap in the pipe circumferential direction due to the extrusion action of the penetrant A by pressurized infiltration, and passes through the air vent groove 8. Since the penetrating agent A is released into the space in front of the pig 6, the replacement action between the air and the penetrating agent A is reliably performed, and the penetrating agent A is deeply penetrated into the entire area of the sealing material 4.

この場合、供給管3はその連通部3aを大気に
開放してある。このため、空気の若干の出入が可
能で、このため、ピグ6,7の前側で既設管1に
連通している状態では、既設管1より小さい負圧
しかうけないし、後側で加圧されている状態で
も、既設管1より小さい正圧しかうけない。上記
ピグ6,7が供給管3との連通分岐部を通る時、
上記連通分岐部に浸透剤Aを残すこともある。し
かし、上記浸透剤Aは、硬化時間の長いものが使
われるので、次段の処理の時まで、硬化されな
い。
In this case, the communication portion 3a of the supply pipe 3 is open to the atmosphere. Therefore, a small amount of air can enter and exit, and therefore, when the front side of the pigs 6 and 7 are connected to the existing pipe 1, they receive only a smaller negative pressure than the existing pipe 1, and the back side is not pressurized. Even when the pipe is closed, it receives only a smaller positive pressure than the existing pipe 1. When the pigs 6 and 7 pass through the communication branch with the supply pipe 3,
The penetrating agent A may be left in the communicating branch. However, since the penetrating agent A used has a long curing time, it is not cured until the next stage of treatment.

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6,7を、負圧とロープによ
る牽引とで既設管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 fitting 2 is completed, the pigs 6 and 7 are moved within the existing pipe 1 again using negative pressure and pulling by a rope, and the next step is carried out in the same manner as described above. The action of impregnating the pipe joint part 2 with the penetrant A is performed in order.

なお、牽引ロープ10による牽引時、ロープ9
が緊張するので、浸透剤Aは、ピグ6,7間で中
央に引き付けられ、既設管1の内壁から離れる傾
向にある。
Note that when towing with the towing rope 10, the rope 9
Because of the tension, the penetrant A is attracted centrally between the pigs 6, 7 and tends to move away from the inner wall of the existing pipe 1.

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段階として供給管3内のコ
ーテイング処理がなされる。この時、連通部3a
は、吹込み機器14に連通される。この時、ピグ
6,7は最後部に後退され、あるいは外部に取出
されている。コンプレツサ12の働きで圧搾空気
がコーテイング剤を霧状に分散した状態で連通部
3aより供給管3内に吹き出され、管内壁にコー
テイング剤を付着させつつ既設管1内に出され
る。ここでは、残余のコーテイング剤が堆積され
る。また、バキユームポンプ17を働かせると、
空気の流れを一定方向にできる。
In this manner, after the impregnation action of the penetrant A in the first stage is completed, the coating treatment inside the supply pipe 3 is then carried out in the second stage. At this time, the communication part 3a
is communicated with the blowing device 14. At this time, the pigs 6 and 7 are retracted to the rearmost position or taken out to the outside. By the action of the compressor 12, compressed air with the coating agent dispersed in a mist is blown into the supply pipe 3 through the communication part 3a, and is discharged into the existing pipe 1 while adhering the coating agent to the inner wall of the pipe. Here, the remaining coating material is deposited. Also, when the vacuum pump 17 is activated,
Allows air to flow in a fixed direction.

このような供給管3へのコーテイング剤の吹き
込みは、複数本、同時併行して行なうことができ
る。次に、上記既設管1内にピグを通して、供給
管3からのコーテイング剤が管内に堆積したもの
をならしてしまう。これは、コーテイング剤が比
較的速硬化性のものだからであり、ピグによる供
給管3と対向する部分に堆積したコーテイング剤
を容易にならして除去することができる。また、
コーテイング剤の一部が管継手部2の間隙に入り
込んだとしても、この間隙には後述するようにパ
テ剤を充填するのであり、なんら支障がない。
The coating agent can be injected into a plurality of supply pipes 3 at the same time. Next, a pig is passed into the existing pipe 1 to level out the coating agent deposited in the pipe from the supply pipe 3. This is because the coating agent is relatively fast-curing, and the coating agent deposited on the portion facing the supply pipe 3 by the pig can be easily leveled and removed. Also,
Even if a part of the coating agent enters the gap in the pipe joint part 2, there will be no problem because this gap will be filled with a putty agent as described later.

次に、第3段階として、第3図に示すように、
ピグ6,7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、ピグ7の後方空間に
加圧空気を与えて、パテ剤Bに充填圧を与える。
これによつて管継手部2の間〓に余つている低粘
度の浸透剤は、空気抜き溝8を介してピグ6の前
方に吸引および充填圧で排除され、これと置換し
て、パテ剤Bが満たされるのである。
Next, as the third step, as shown in Figure 3,
Fill the space between the pigs 6 and 7 with putty B, which is a high viscosity resin, and move it into the existing pipe 1 as described above.
Once moved to a predetermined relative position, the movement is temporarily stopped or at a low speed, and pressurized air is applied to the rear space of the pig 7 to apply filling pressure to the putty agent B.
As a result, the low-viscosity penetrant remaining between the pipe fittings 2 is sucked out in front of the pig 6 through the air vent groove 8 and removed by the filling pressure, and is replaced by the putty agent B. is fulfilled.

この場合、供給管3には、コーテイング剤の供
給終了後も、コンプレツサの圧力が与えられてい
るので、パテ剤が連通分岐部から供給管3に入る
ことはなく、また、そこを閉塞するおそれもな
い。とくに、既設管1への加圧を行なう時、その
加圧力より若干高い圧力を供給管3に加えれば、
完全にパテ剤が供給管3に入るのを防止できる。
しかも、この時には、供給管3は、その腐蝕孔が
コーテイング層Cにうめられ、充分な耐圧性を保
つているので、腐蝕孔がそこに加わる圧力で拡大
するような問題がないのである。
In this case, since the compressor pressure is applied to the supply pipe 3 even after the coating agent has been supplied, the putty agent will not enter the supply pipe 3 from the communication branch, and there is a risk of clogging it. Nor. In particular, when applying pressure to the existing pipe 1, if a pressure slightly higher than the applied pressure is applied to the supply pipe 3,
It is possible to completely prevent the putty agent from entering the supply pipe 3.
Moreover, at this time, the corrosion hole of the supply pipe 3 is filled in the coating layer C and maintains sufficient pressure resistance, so there is no problem of the corrosion hole expanding due to the pressure applied thereto.

〔発明の効果〕〔Effect of the invention〕

本発明は、以上詳述したように、先ず本管にお
ける管継手部に滲透剤を与えてシール材中に含浸
させた後、供給管にコーテイング剤を吹き込み、
その後、本管に堆積したコーテイング剤をピグに
よりならし、本管の管継手部にパテ剤を入れるよ
うにしたから、本管に加圧空気を与え、あるいは
負圧を与える時、供給管の閉鎖をさけるために加
圧力を加えて置くことが可能であり、また、供給
管内コーテイングがこの作業中に組込まれるの
で、供給管内補修、本管、支管の管内補修が無駄
なく、しかも効率よく達成される。
As described in detail above, the present invention first provides a penetrating agent to the pipe joint part of the main pipe and impregnates it into the sealing material, and then blows the coating agent into the supply pipe.
After that, the coating agent that had accumulated on the main pipe was smoothed out with a pig, and the putty agent was put into the joint of the main pipe, so when applying pressurized air or negative pressure to the main pipe, the supply pipe It is possible to apply pressure to avoid blockage, and the coating inside the supply pipe is incorporated during this work, so repairs inside the supply pipe, main pipe, and branch pipes can be accomplished efficiently and without waste. be done.

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

第1図は本発明の一実施例を示す第1段階の縦
断面図、第2図は第2段階の縦断側面図、第3図
は第3段階の縦断側面図である。 1……既設管、2……管継手部、2a……大口
径部、2b……管端、3……供給管、3a……連
通部、4……シール材、5……鉛材、6,7……
ピグ、6a……切除面、8……空気抜き溝、9…
…連繋ロープ、10,11……牽引ロープ、12
……コンプレツサ、13……管路、14……吹込
み機器、15,15′……圧力調整弁、16……
タンク、17……バキユームポンプ。
FIG. 1 is a vertical sectional view of the first stage, FIG. 2 is a vertical sectional side view of the second stage, and FIG. 3 is a vertical sectional side view of the third stage, showing an embodiment of the present invention. 1... Existing pipe, 2... Pipe joint part, 2a... Large diameter part, 2b... Pipe end, 3... Supply pipe, 3a... Communication part, 4... Seal material, 5... Lead material, 6,7...
Pig, 6a...Resection surface, 8...Air vent groove, 9...
...Connection rope, 10, 11...Tow rope, 12
...Compressor, 13...Pipe line, 14...Blowing equipment, 15, 15'...Pressure regulating valve, 16...
Tank, 17... Vacuum pump.

Claims (1)

【特許請求の範囲】 1 本管または支管から各戸へガスを供給するた
めの多数の供給管を分岐連通する既設ガス配管に
おいて、 本管では牽引索によりピグを移動させて管継手
部のシール材に低粘度樹脂を浸透させ、その管継
手部の間隙に高粘度のパテ剤を充填し、かつ本管
においてはピグの前側に負圧を、ピグの後側に正
圧をかけると共に、供給管あるいは支管を大気と
連通させて供給管あるいは支管に低粘度樹脂また
はパテ剤が侵入しないようにし、供給管あるいは
支管では、先端側から分岐側へ噴霧状の樹脂で内
面コーテイングを施すに際し、 第1段階で本管における管継手部のシール材に
低粘度樹脂を浸透させ、第2段階で供給管または
支管の内面への樹脂コーテイングをなし、第3段
階では、第2段階で本管内に堆積した樹脂をピグ
を通すことにより均してのち、本管の管継手部の
間隙にパテ剤を充填することを特徴とする既設ガ
ス配管の内面補修施工法。
[Scope of Claims] 1. In existing gas piping that branches and connects a large number of supply pipes for supplying gas from the main pipe or branch pipes to each house, in the main pipe, a pig is moved by a tow cable to seal the pipe joint. A low-viscosity resin is infiltrated into the pipe joint, and a high-viscosity putty is filled into the gap at the pipe joint.In addition, in the main pipe, negative pressure is applied to the front side of the pig and positive pressure is applied to the back side of the pig. Alternatively, the branch pipe is communicated with the atmosphere to prevent low-viscosity resin or putty from entering the supply pipe or branch pipe, and when coating the inner surface of the supply pipe or branch pipe with sprayed resin from the tip side to the branch side, the first In the first step, a low-viscosity resin is infiltrated into the sealing material of the pipe joint in the main pipe, in the second step the inner surface of the supply pipe or branch pipe is coated with resin, and in the third step, the resin that has been deposited inside the main pipe in the second step is coated with the resin. A method for repairing the inner surface of existing gas piping, which is characterized by leveling the resin by passing it through a pig, and then filling the gap between the joints of the main pipe with a putty.
JP58025745A 1983-02-18 1983-02-18 Method of construction of repair execution of inner surface of existing gas piping Granted JPS59151689A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58025745A JPS59151689A (en) 1983-02-18 1983-02-18 Method of construction of repair execution of inner surface of existing gas piping

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58025745A JPS59151689A (en) 1983-02-18 1983-02-18 Method of construction of repair execution of inner surface of existing gas piping

Publications (2)

Publication Number Publication Date
JPS59151689A JPS59151689A (en) 1984-08-30
JPH0225079B2 true JPH0225079B2 (en) 1990-05-31

Family

ID=12174357

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58025745A Granted JPS59151689A (en) 1983-02-18 1983-02-18 Method of construction of repair execution of inner surface of existing gas piping

Country Status (1)

Country Link
JP (1) JPS59151689A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8933320B2 (en) 2008-01-18 2015-01-13 Tenksolar, Inc. Redundant electrical architecture for photovoltaic modules

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2529310Y2 (en) * 1993-12-31 1997-03-19 嘉明 市川 Fishing belt

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8933320B2 (en) 2008-01-18 2015-01-13 Tenksolar, Inc. Redundant electrical architecture for photovoltaic modules

Also Published As

Publication number Publication date
JPS59151689A (en) 1984-08-30

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