JPS59151694A - Device for repairing pipe joint section of existing pipe - Google Patents

Device for repairing pipe joint section of existing pipe

Info

Publication number
JPS59151694A
JPS59151694A JP58025750A JP2575083A JPS59151694A JP S59151694 A JPS59151694 A JP S59151694A JP 58025750 A JP58025750 A JP 58025750A JP 2575083 A JP2575083 A JP 2575083A JP S59151694 A JPS59151694 A JP S59151694A
Authority
JP
Japan
Prior art keywords
pipe
vig
pipe joint
resin
existing
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.)
Granted
Application number
JP58025750A
Other languages
Japanese (ja)
Other versions
JPH0160719B2 (en
Inventor
基之 古賀
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.)
Hakko Co Ltd
Original Assignee
Hakko Co Ltd
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 Hakko Co Ltd filed Critical Hakko Co Ltd
Priority to JP58025750A priority Critical patent/JPS59151694A/en
Publication of JPS59151694A publication Critical patent/JPS59151694A/en
Publication of JPH0160719B2 publication Critical patent/JPH0160719B2/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
    • F16L55/18Appliances for use in repairing pipes

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

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J、う補修づる既設管の管継手部補修装置に関
づるものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention mainly relates to a pipe joint part of an existing gas pipe buried underground, which ensures sealing performance from the inner surface of the pipe while it is buried. This relates to a joint repair device.

近年、カスれ、水)針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けるよ
うに内in1から補修づる方法が種々捏案されている。
In recent years, various methods have been devised to repair existing pipes, such as pipes buried underground, such as water pipes, from the inside, so as to prevent corrosion and other damage from regenerating the pipes while they are still buried.

特に、地下に埋設された既設のガス管で、鋳鉄管を水道
型継手あるいはG壁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が劣化し、その補修の必要が
生じでいる。−すなわち、近時、都市ガスは古くから使
用されていた石炭カスに代って乾燥した天然ガスとなっ
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「石肌」と称されるシール材中に
浸透づることがらシール性の劣化は特に問題とならなか
ったが、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@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 particular, with existing gas pipes buried underground, where cast iron pipes are connected using water-type joints or G-wall joints, the sealing performance of the joints has deteriorated, making it necessary to repair them. . -In other words, recently, city gas has become dry natural gas instead of the coal waste that has been used for a long time, and in the case of conventional coal gas, tar components in the gas are interposed in pipe joints. However, in the case of dry natural gas, when the sealing material dries,
Due to the shrinkage, voids are created, which deteriorates the sealing performance and causes gas leakage. Therefore, it is necessary to ensure the sealing performance of the joint and perform repairs to prevent seal deterioration in the future. ing.

しかし、既設のガス色で管径が中口径管や小口径管は、
犬[1経管のように作業者がテヘ内に入−)で管継手部
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、作業者が
外部にいて内面補修する施工法が望まれている。
However, existing gas-colored medium-diameter pipes and small-diameter pipes,
Since it is not possible to repair the inner surface of the pipe joint with a dog [1], it is difficult to perform repair work on the inner surface of the pipe joint. A construction method in which workers are located outside to repair the inner surface is desired.

この施工法に関して、本発明者は、既設置gの管内に、
管内面に気密に接し゛C摺接移動覆る少なくとも前後一
対のビグ間に樹脂を充填し−(移動きける手段を有し、
この移動過程で、管継手部が前後のビグ間に位置する時
、第1段階では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ば、第2段階では同継手部の間
隙に高粘度樹脂のパテ剤を充填する補修方法を開発した
。この補修方法によれば、作業者が外部にいて、j!2
82状態で管の継手部を内面補修することかできるばか
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、収縮による微細孔が塞がれてシール効果
が高めらね、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
・あてンでも、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達
成される。
Regarding this construction method, the present inventor has installed
Resin is filled between at least a pair of front and rear vigs that are in airtight contact with the inner surface of the tube and cover the sliding contact (having means for movable).
During this movement process, when the pipe joint is located between the front and rear pipes, in the first stage, a low-viscosity resin penetrant is impregnated under pressure into the sealing material from the gap in the joint, and in the second stage, the pipe joint is impregnated with pressure. We have developed a repair method that fills the gaps with a high-viscosity resin putty. According to this repair method, the worker is outside and j! 2
Not only can the inner surface of the pipe joint be repaired in the 82 condition, but the penetrating agent pressurized and impregnated into the sealing material closes the micropores caused by drying and shrinkage of the sealing material, increasing the sealing effect. Moreover, 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 gap surface of the pipe joint part is a rough surface with irregularities. Even when using a patch, the filling adhesion of the putty agent is good, and the double airtightness of the penetrating agent and the putty agent achieves repair with a high sealing effect.

本発明は、上述の補修方法の実施に用いられる補修装置
として、前後一対のピグを既設管の管内で移動さける時
には樹脂に対づる充填圧が作用Uず、ピグを管継手部の
位置で一時停止あるいは低速に速度制御すると、後側ビ
グが前方へ弾性牽引されて自動的に樹脂に対する充填圧
が作用し、しかも移動時には、後側ピグが前側ビグに対
し確実に追従移動Jるように工夫された既設管の管継平
部補修装置を提供覆ることを目的とするものである。
The present invention is a repair device used to carry out the above-mentioned repair method, and when a pair of front and rear pigs is moved inside an existing pipe, filling pressure is not applied to the resin, and the pig is temporarily held at the position of a pipe joint. When stopping or controlling the speed to a low speed, the rear pig is elastically pulled forward and filling pressure is automatically applied to the resin, and when moving, the rear pig is designed to reliably follow the front pig. The purpose of this project is to provide a pipe joint flat repair device for existing 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ビグ間に
樹脂を充填して移動さける手段を有し、上記前後一対の
ピグは、前側ビグに対し、後側ビグが、互いに接近する
方向に弾性力が働くコイルバネ等の弾性体を介して連結
させ、前側ビグを管継手部の位置で一時停止あるいは低
速に速瓜制御すると、後側ビグが弾性体の引張牽引力に
より前側ビグの方向には移動して前後のビグ間に介装さ
れる樹脂に充填圧を伺加し、後方には後退しないよう前
側ビグから延びる連繋ローブに対し一方向りラッヂ等の
係止機構を介して後側ビグを前側ビグに連繋してなるこ
とを特徴とづるものである。
For this purpose, the present invention has a means for filling the inside of the existing pipe with a resin between at least a pair of front and rear pigs that slide in airtight contact with the inner surface of the pipe to prevent the pigs from moving. , When the rear side Vig is connected to the front side Vig via an elastic body such as a coil spring that exerts an elastic force in the direction of approaching each other, and the front side Vig is temporarily stopped at the position of the pipe joint part or is controlled to speed up at low speed, The rear vig moves in the direction of the front vig due to the tensile traction force of the elastic body, applying filling pressure to the resin interposed between the front and rear vig, and connects the connecting lobes extending from the front vig to prevent it from retreating backwards. On the other hand, it is characterized in that the rear side vig is connected to the front side vig via a locking mechanism such as a one-way latch.

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図は本発明による補修装置の土体部を承りもので、
図において1は前側ビグ、2は後側ビグである。これら
のピグ1,2は、補修対象の既設管12の管内径に対応
して、当該既設管12の管内面に気密に接して摺接移動
し得る外径をもった円筒形のもので、その前側ビグ1の
外周には、後述の機能をもたせる意図から、先端側に聞
1」づる吸引用溝条3と、後側に開口する充填用iM条
4とが、軸方向には互いにオーバラップする関係で、か
つ円周方向には位置を変えて形成しである。また後側ビ
グ2は、前側ビグ1に対して若干、管内移動時の摺接移
動抵抗が小さくなるよう外径Xj法を小さくしてあり、
後端外周に気密保持のためのヒレ部2aを突出している
Figure 1 shows the earth body part of the repair device according to the present invention.
In the figure, 1 is the front vig, and 2 is the rear vig. These pigs 1 and 2 are cylindrical in shape and have an outer diameter that corresponds to the inner diameter of the existing pipe 12 to be repaired and can slide in airtight contact with the inner surface of the existing pipe 12. On the outer periphery of the front side big 1, in order to provide the function described later, a suction groove 3 extending 1 inch toward the tip side and an iM groove 4 opening toward the rear side overlap each other in the axial direction. They are formed in a wrapping relationship and at different positions in the circumferential direction. In addition, the outer diameter Xj of the rear side big 2 is made slightly smaller than that of the front side big 1 so that the sliding movement resistance when moving inside the pipe is smaller.
A fin portion 2a for maintaining airtightness protrudes from the outer periphery of the rear end.

上記前後一対のピグ1,2に対し、その前側ビグ1には
、移動方向の前方および後方に向4Jで副長を兼ねる牽
引[I−ブ5,6が連結し又あり、後方に延びるローブ
6は、後側ビグ2の中心部を日通していてロー16に対
し後側ビグ2は摺動司能となっている。そして本発明で
は、特に後側ビグ2が、前側ビグ1に対して接近Jる方
向に弾性力が働くようコイルバネ7を介して後側ビグ2
が前側ビグ1に連繋され、このコイルバネ7の引張牽引
力により後側ビグ2が前方に牽引されて両ビグ1.2間
に介装される樹脂(後述の浸透剤△あるいはパテ剤B)
に充填圧が加わるように構成Δると共に、後側ビグ2は
、前側ビグ1から後方に延びる前記ロー16に対し、一
方向クラッチ等の係止機構8を介して31繋されてい−
(、後方には後退しない構成としている。
Regarding the pair of front and rear pigs 1 and 2, the front side big 1 is connected with traction [I-beams 5 and 6] which also serve as sub-lengths in the forward and rearward directions 4J in the direction of movement, and a lobe 6 extending rearward. The rear big 2 passes through the center of the rear big 2, and the rear big 2 has a sliding function with respect to the row 16. In the present invention, the rear side vig 2 is connected to the rear side vig 2 via the coil spring 7 so that an elastic force acts in a direction in which the rear side vig 2 approaches the front side vig 1.
is connected to the front side big 1, and the rear side big 2 is pulled forward by the tensile traction force of this coil spring 7, and the resin (penetrating agent △ or putty agent B described later) is interposed between both bigs 1.2.
The rear big 2 is connected to the row 16 extending rearward from the front big 1 via a locking mechanism 8 such as a one-way clutch.
(It is configured so that it does not retreat backwards.

このような構成の補修装置は、既設色・12の内面補修
のため、次のように使用される。ここで地下に埋設され
た既設へ12は、在来の配管方式により鋳鉄管を、水道
型等の管継手部13. IIIを介しく 1%く接続さ
れているものである。この既iu @ 12の雀継手部
13.14の補修にあたり、本発明では、既設管12を
補修に適づる長さ単位に区切って、その区間内に介在す
る複数の管継手部13.14の補修を行うもので、その
管継手部13は、従来周知のように、例えば一方の管の
室端に設りられた大[](¥部13aに、他方の管端1
3bが衝き合ねされ、その衝さ゛合拷嵌合部に、通常F
石肌−1と称されるシール)Al!iが詰込まれ、間口
部を鉛材16で封栓してなる接続WI迄のものである。
The repair device having such a configuration is used in the following manner for repairing the inner surface of existing color 12. Here, the existing pipe 12 buried underground is connected to a cast iron pipe using a conventional piping method, and a pipe joint 13 of a water type or the like is connected. 1% is connected via III. In repairing the sparrow joints 13.14 of the existing iu @ 12, the present invention divides the existing pipe 12 into units of length suitable for repair, and divides the pipe joints 13.14 of the plurality of pipe joints 13.14 intervening within that section. The pipe joint part 13 is for repair, and as is conventionally known, the pipe joint part 13 is, for example, a large joint part 13a provided at the chamber end of one pipe, and a pipe joint part 13a provided at the chamber end of one pipe.
3b are butted against each other, and the mating part between the two is usually F.
Seal called Ishihada-1) Al! i is packed, and the frontage is sealed with a lead material 16 up to the connection WI.

上記補修対象の既設管12に対し、その一方の間口部よ
り、前記ビグ1,2が、両ビグ1,2の対向空間に、樹
ohを充填した体態で導入される。ここに樹脂は、第1
段階では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〜1.0OOcps)の浸透剤
Aが、また第2段階では高粘疫樹脂〈例えば10万cp
s〜30万cps )のパテ剤Bが充填されて、牽引ロ
ープ5の牽引と負1を作用でビグ1,2(よ既設管12
の内部を矢印X方向に移動される。
With respect to the existing pipe 12 to be repaired, the vigs 1 and 2 are introduced into the opposing space of both the vigs 1 and 2 filled with tree oh from the frontage of one side. Here the resin is the first
In the step, a penetrating agent A of a low viscosity resin (100 cps to 1.0 OO cps) having hardenability such as an epoxy resin is used, and in the second step, a high viscosity resin (for example 100,000 cps) is used.
s~300,000 cps) is filled with putty agent B, and by pulling the towing rope 5 and acting on the negative 1,
inside in the direction of arrow X.

いま、そのtMI例を具体的に説明づると、第1段階で
は第1図J5よび第2図にみられるようにビグ1,2間
に浸透剤△が充填されて矢印X方向に移動される。この
移動は、移動方向の前側の既設管12内にバキコームボ
ンブ20からの所定圧の負圧〈例えば−0,5にワ/C
l112)をか(うつつ、ウィンチ21による牽引ロー
プ5の巻取により前側ビグ1を牽引づるもので、この前
側ビグ1の牽引により後側ビグ2は、コイルバネ7を介
して牽引され、ビグ1,2と共に浸透剤Aが管内を移動
する。この移動時には、後側ビグ2に作用する牽引抵抗
等にJ:リコイルバネ7は伸長する方向に伸びることか
ら、コイルバネ7による引張牽引力は働かず、前後のビ
グ1,2間に充填された浸透剤△には、後側ビグ2から
の充填圧が作用しない。
Now, to explain the tMI example in detail, in the first stage, as seen in Fig. 1 J5 and Fig. 2, penetrant △ is filled between the bigs 1 and 2 and moved in the direction of the arrow X. . This movement causes a predetermined negative pressure from the vacuum comb bomb 20 to be applied to the existing pipe 12 on the front side in the moving direction (for example, a voltage of -0,5 is applied).
112), the front side big 1 is pulled by winding the towing rope 5 by the winch 21, and the rear side big 2 is pulled by the front side big 1 via the coil spring 7, and the big 1, Penetrant A moves in the tube together with 2. During this movement, J: Because the recoil spring 7 stretches in the direction of extension, the tensile traction force by the coil spring 7 does not work, and the front and rear The filling pressure from the rear side Vig 2 does not act on the penetrating agent Δ filled between the Vigs 1 and 2.

この移動過程で、配管図と牽引ロープ5の引き出しく副
長)から判断して、あるいはビデオカメラや磁気センサ
18を牽引ロープ5に設(プて、これにより管継手13
あるいは14の位置を確認し、その判定にも基いて、前
側ビグ1が第1図に承り−ように管継手部13(あるい
は14)の位置まで移動した時、この位置で前側ビグ1
の移動を一時停庄または低速状態に速度制御する。
During this movement process, judging from the piping diagram and the extension length of the towing rope 5, or by installing a video camera or magnetic sensor 18 on the towing rope 5,
Alternatively, check the position of 14, and based on that judgment, when the front big 1 moves to the position of the pipe joint 13 (or 14) as shown in FIG.
The speed of movement is temporarily stopped or slowed down.

この速度制御により、後側ビグ2は、コイルバネ7の引
張牽引力により前側ビグ1の方に急速に引き寄せられ、
両ビグ1,2の対向間隔が狭小になることから、両ピグ
1,2間に充填された浸透剤Aには後側ビグ2から充填
圧が強く作用りる。
Due to this speed control, the rear side big 2 is rapidly drawn toward the front side big 1 by the tensile traction force of the coil spring 7,
Since the opposing distance between the two pigs 1 and 2 becomes narrow, the filling pressure from the rear side big 2 acts strongly on the penetrant A filled between the two pigs 1 and 2.

まl〔この状態において、後側ビグ2の後方空間にコン
プレツナ22から所定圧(例えば、+ 0.5k(1/
cm2 )の加圧空気を供給すると、後側ビグ2が矢印
Y方向に加圧され、これにより浸透剤Δに充分な充填圧
を加える。その結果、第3図に示づように浸透剤Aが前
側ビグ1の外周の溝条4を介して管継手部13へ圧送さ
れ、管継手部13の間隙19を通してシール材15中に
浸透される。
[In this state, a predetermined pressure (for example, +0.5k (1/
cm2) of pressurized air pressurizes the rear VIG 2 in the direction of arrow Y, thereby applying sufficient filling pressure to the penetrant Δ. As a result, as shown in FIG. 3, the penetrant A is forced into the pipe fitting 13 through the groove 4 on the outer periphery of the front big 1, and penetrates into the sealing material 15 through the gap 19 of the pipe fitting 13. Ru.

この時、管継手部13(あるいは14)に空気洩れが起
きていると、浸透剤Aはシール材15中の残留空気を外
部に押し出寸ようにして浸透し、また、空気洩れが生じ
ていない場合、浸透剤への加圧浸透によりシール月15
中の残留空気は封じ込まれるにうな現象を起づことにな
るが、この場合、前側ビグ1には前方へ開口する溝条3
があり、シール材15中の残留空気は、第4図にポリよ
うに浸透?11△の加圧浸透による押し出し作用で間隙
19から管周方向に回り、溝条3を通って面側ビグ1の
前方空間に逃出されるから、空気と浸透剤への置換作用
が確実に行われて浸透剤Aは、シール材15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 13 (or 14), the penetrant A will push out the residual air in the sealing material 15 to the outside and penetrate, causing an air leak. If not, seal month 15 by pressurized penetration into the penetrant.
The residual air inside will be trapped, but in this case, the front big 1 has a groove 3 that opens forward.
Is the residual air in the seal material 15 penetrating as shown in Figure 4? Due to the extrusion action caused by pressurized infiltration of 11△, it rotates from the gap 19 in the pipe circumferential direction and escapes through the groove 3 into the space in front of the face-side big 1, so that the displacement action into air and penetrant is ensured. As a result, the penetrating agent A is deeply penetrated into the entire area of the sealing material 15.

1個の管継手部13(あるいは14)に対する浸透剤A
の含浸作用が終ると、再びビグ1.2を、前述の負圧と
ロー15の牽引により既設管12内で移動させる。この
移動時、既設管12には曲管部分があり、また管内には
種々の突出物や、管径の異なりから生じる段差などがあ
って、これらに後(tillピグ2が引11トつて局所
的に通行障害を受けることがあるが、口の場合、後側ピ
ク2は、前側ビグ1より後方へ延びるローブ6に対し、
一方向クラッチ等の係止機構8を介して連繋され、後方
への後退が規制されていることから、後側ビグ2は前側
ビグ1に対して確実に追従、移動される。
Penetrant A for one pipe joint part 13 (or 14)
After the impregnation action is completed, the Vig 1.2 is again moved within the existing pipe 12 by the aforementioned negative pressure and the traction of the row 15. During this movement, there are curved sections in the existing pipe 12, and there are various protrusions inside the pipe and steps caused by different pipe diameters, and these may cause local damage when the till pig 2 is pulled 11. However, in the case of the mouth, the rear piku 2 is connected to the lobe 6 that extends rearward from the front piku 1.
Since they are connected via a locking mechanism 8 such as a one-way clutch, and backward retreat is regulated, the rear side vig 2 can reliably follow and move with respect to the front side vig 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、ビグ1.2の対向空間に高
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12内で移動さl、管継手部13(あるいは14)
に対してビグ1.2が第1図の関係位置に移動したI;
5、ここ又移動を一時停止またはイ[(速状態にして、
管継手部13の間隙19にパテ剤を充填する。この場合
、間隙19には先の浸透剤Aの余剰分が残留しているが
、第4図に示すように前側ビグ1の外周に形成された溝
条3を介してビグ1の前方から吸引力が作用し、またパ
テ剤Bには充填圧が加わっているので、溝条4を介して
間隙1つ内にパテ剤が置換、充填される。
After the impregnating action of the penetrant A in the first stage is completed in this way, in the second stage, the opposing space of the Vig 1.2 is filled with a high viscosity resin putty agent B, and this is applied as described above. The pipe joint 13 (or 14) is moved within the existing pipe 12.
In response to I, Big 1.2 moved to the relative position in Figure 1;
5. At this point, pause the movement or press [(Set to speed state,
The gap 19 of the pipe joint part 13 is filled with a putty agent. In this case, a surplus of the previous penetrant A remains in the gap 19, but as shown in FIG. Since the force acts and the filling pressure is applied to the putty agent B, the putty agent is replaced and filled into one gap through the grooves 4.

このような施工法では、第1段階で加圧含浸される浸透
剤Aが、第2段階Φパテ剤Bの充填に対して潤滑の役目
を果づから、パテ剤Bが高粘度の樹脂であっても、樹脂
充填を確実に達成でき、まに、@継手部の間隙表面が凹
凸状態の粗面であってもパテ剤Bの密着性がよく、浸透
剤Aとパテ剤Bの二重の気密性によりシール効果の高い
補修が達成ごれるJ、うにイする(第5図参照)。
In this construction method, the penetrating agent A that is impregnated under pressure in the first stage acts as a lubricant for the filling of the Φ putty agent B in the second stage. Even if there is a problem, resin filling can be achieved reliably, and the adhesion of putty agent B is good even if the gap surface of the joint part is uneven and rough, and the double layer of penetrant A and putty agent B is Repairs with high sealing effect can be achieved due to the airtightness of the sea urchin (see Figure 5).

なお、上述のシール材15に対づる浸透剤Aの浸透一作
業9間隙19に対するパテ剤Bの充填作業の際、ビグ1
,2は、既設管12のエルボ部分等を通過づる必要があ
り、この時、両ピグ1,2はコイルバネ7で連繋されて
いることから、装置の屈折が可能で、既設管12の弯曲
部分に対する順応性がある。
Incidentally, during the work of penetrating the penetrant A into the sealing material 15 described above and filling the putty agent B into the gap 19, the Vig 1
, 2 need to pass through the elbow part of the existing pipe 12, etc. At this time, since both the pigs 1 and 2 are connected by the coil spring 7, the device can be bent, and it can pass through the curved part of the existing pipe 12. There is adaptability to

また、コイルバネlの引張力を適当に選定することによ
り、浸透剤Δあるいはパテ剤Bの充填に際して後側ビグ
2の後方空間に供給づる加圧空気の供給を省略すること
もできる。
Furthermore, by appropriately selecting the tensile force of the coil spring 1, it is possible to omit the supply of pressurized air to the rear space of the rear big 2 when filling the penetrating agent Δ or the putty agent B.

なd3上記実施例では、ビグ1の移動、樹脂の充填手段
として空気圧による加圧、吸引を行うようにしたが、そ
の空気圧の大ぎざはその状況に応じて加減できることは
勿論である。また吸引作用を省略してもよい。
d3 In the above embodiment, pneumatic pressurization and suction were used as means for moving the Big 1 and filling the resin, but it goes without saying that the degree of the pneumatic pressure can be adjusted depending on the situation. Moreover, the suction action may be omitted.

本発明は、以上詳述したように、前後一対のビグ間に樹
脂(浸透剤あるいはパテ剤)を充填してこれを既設管内
に通し、既設管の管継手部において樹脂に充填圧を与え
て管継手部の補修を行うにあたり、後側ビグを、61″
J側ピグに対しで二1イルバネにより弾性牽引りる構成
とし、%・継手部にJ3いて前側ビグの移動を一時停止
あるいは低速状態に速度制御させると、自動的に樹脂に
充填圧が加わる構成としたから、簡単な装置でもって既
設管の管継手部に対づる樹脂の浸透、充填作用を行うこ
とができると共に、後側ピグは、後yノへの後退が規制
されているので、ビグの移動時に(15いて通行障害を
受けても、前側ビグに対し確実に後側ピクを追従移動さ
せることができ、またさらに、樹脂の浸透、充填作業の
進行により樹脂量hζ減少した場合、その減少量に対応
して後側ビグが前側へ順次に移動して移動位置に保持さ
れるから、樹脂充填空間に間隙が生じる不都合も解消で
き、管継手部への樹脂の浸透、充填作用を円滑かつ確実
に遂行できる笠の効果が得られる。
As described in detail above, the present invention fills a resin (penetrating agent or putty agent) between a pair of front and rear bigs, passes this into an existing pipe, and applies filling pressure to the resin at the pipe joint of the existing pipe. When repairing the pipe joint, the rear big
The J side pig is elastically pulled by a 21 spring, and when the J3 is placed at the joint and the front side pig's movement is temporarily stopped or the speed is controlled to a low speed state, filling pressure is automatically applied to the resin. Because of this, it is possible to infiltrate and fill the pipe joints of existing pipes with resin using a simple device, and since the rear pig is restricted from retracting to the rear, the big Even if there is a traffic obstruction during the movement of (15), it is possible to reliably move the rear side pigs to follow the front side pigs, and furthermore, if the resin amount hζ decreases due to resin penetration and progress of filling work, the The rear big is sequentially moved forward in response to the amount of reduction and held in the moving position, which eliminates the inconvenience of creating a gap in the resin filling space, allowing the resin to penetrate into the pipe joint and ensure smooth filling action. Moreover, the effect of a hat that can be carried out reliably can be obtained.

【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一部破断して示す縦断側
面図、第2図は全体を縦断して示す同斜視図、第33図
ないし第5図は作用説明図、第6図は前側ビグの斜視図
である。 1・・・−前側ビグ、2・・・後側ピグ、3,4・・・
溝条、5.6・・・牽引ローブ、1・・・コイルバネ、
8・・・係止R構、12・・・既設管、13.14・・
・管継手部、13a・・・大口径部、13b・・・菅端
、15・・・シール材、16・・・鉛材、18・・・セ
ンナ、19・・・間隙、Δ・・・浸透剤、B・リパテ剤
。 特許出願人    株式会社 ハッコー代理人 弁理士
  小 橋 信 浮 量  弁理士  村 井   進 第6図 手続補正書(自発) 1、事件の表示 昭f058年特 許 願 第025750号2、発明の
名称 既設管の管継平部補修装置 3、補正をする者 事件との関係  特  許  出願人 東京都目黒区鷹番1丁目10悉OX−,34、代理人 5、補正の対象 図面仝図 6、補正の内容 別紙のとおり(図面のが占、内容に変更なし) =575−
Fig. 1 is a partially cutaway longitudinal side view of an embodiment of the present invention, Fig. 2 is a perspective view of the whole longitudinally sectional view, Figs. The figure is a perspective view of the front side vig. 1...-front side big, 2...rear side pig, 3, 4...
groove, 5.6... traction lobe, 1... coil spring,
8... Locking R structure, 12... Existing pipe, 13.14...
・Pipe joint part, 13a...Large diameter part, 13b...Stub end, 15...Seal material, 16...Lead material, 18...Senna, 19...Gap, Δ... Penetrant, B/reputation agent. Patent Applicant: Hakko Co., Ltd. Agent Patent Attorney: Nobu Kobashi Ukiyo Patent Attorney: Susumu Murai Figure 6 Procedural Amendment (Voluntary) 1. Indication of the case 1982 Patent Application No. 025750 2. Name of the invention Existing management Pipe flat section repair device 3, relationship with the case of the person making the amendment Patent Applicant: OX-, 34, Takaban 1-10, Meguro-ku, Tokyo, Agent 5, Drawings to be amended - Drawing 6, Contents of the amendment As shown in the attached sheet (the drawing is correct, no changes have been made to the contents) =575-

Claims (1)

【特許請求の範囲】[Claims] 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ビグ間に樹脂を充填して移動さける
手段を右し、上記前後一対のビグは、前側ビグに対し、
後側ビグが、互いに接近ゴる方向に弾性力が怖くコイル
バネ等の弾性体を介して連結させ、前側ビグを管継手部
の位置で一時停止あるいは低速に速度制御すると、後側
ビグが弾性体の引張牽引力により前側ビグの方向には移
動して前後のビグ間に介装される樹脂に充填圧を付加し
、後方には後退しないよう前側ビグから延びる連繋ロー
ブに対し一方向りラッヂ等の係止機構を介して後側ビグ
を前側ビグに連繋してなることを特徴とする既設管の管
継竿部補修IL
In the existing pipe, at least a pair of front and rear vigs that slide in airtight contact with the inner surface of the pipe are filled with resin, and a means for preventing movement is provided.
If the rear side vigs are connected to each other via an elastic body such as a coil spring because of the elastic force in the direction of approaching each other, and the front side vig is temporarily stopped at the position of the pipe joint or the speed is controlled to a low speed, the rear side vig will move toward the elastic body. It moves in the direction of the front vig due to the tensile traction force and applies filling pressure to the resin interposed between the front and rear vig, and a latch etc. An IL for repairing a pipe joint part of an existing pipe, which is characterized by connecting a rear side vig to a front side vig via a locking mechanism.
JP58025750A 1983-02-18 1983-02-18 Device for repairing pipe joint section of existing pipe Granted JPS59151694A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58025750A JPS59151694A (en) 1983-02-18 1983-02-18 Device for repairing pipe joint section of existing pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58025750A JPS59151694A (en) 1983-02-18 1983-02-18 Device for repairing pipe joint section of existing pipe

Publications (2)

Publication Number Publication Date
JPS59151694A true JPS59151694A (en) 1984-08-30
JPH0160719B2 JPH0160719B2 (en) 1989-12-25

Family

ID=12174503

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58025750A Granted JPS59151694A (en) 1983-02-18 1983-02-18 Device for repairing pipe joint section of existing pipe

Country Status (1)

Country Link
JP (1) JPS59151694A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018217101A1 (en) * 2017-05-24 2018-11-29 Kongsberg Ferrotech As Additive manufacture system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018217101A1 (en) * 2017-05-24 2018-11-29 Kongsberg Ferrotech As Additive manufacture system
GB2577229A (en) * 2017-05-24 2020-03-18 Kongsberg Ferrotech As Additive manufacture system
GB2577229B (en) * 2017-05-24 2022-04-13 Kongsberg Ferrotech As Additive manufacture system

Also Published As

Publication number Publication date
JPH0160719B2 (en) 1989-12-25

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