JPH0243547B2 - - Google Patents

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Publication number
JPH0243547B2
JPH0243547B2 JP59110367A JP11036784A JPH0243547B2 JP H0243547 B2 JPH0243547 B2 JP H0243547B2 JP 59110367 A JP59110367 A JP 59110367A JP 11036784 A JP11036784 A JP 11036784A JP H0243547 B2 JPH0243547 B2 JP H0243547B2
Authority
JP
Japan
Prior art keywords
pig
resin
pipe
towing
gap
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
JP59110367A
Other languages
Japanese (ja)
Other versions
JPS60253626A (en
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 filed Critical
Priority to JP59110367A priority Critical patent/JPS60253626A/en
Publication of JPS60253626A publication Critical patent/JPS60253626A/en
Publication of JPH0243547B2 publication Critical patent/JPH0243547B2/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
    • F16L55/16Devices for covering leaks in pipes or hoses, e.g. hose-menders
    • F16L55/162Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
    • F16L55/1645Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a sealing material being introduced inside the pipe by means of a tool moving in the pipe

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Coating Apparatus (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention] 【産業上の利用分野】[Industrial application field]

本発明は、例えば地下に電気通信用ケーブル等
を配線するためのケーブル引込用管路を形成する
地下管路の、空管となつている管体を、布設状態
のまま管内より補修する際に用いる地下管路の補
修用ピグ装置に関するものである。
The present invention is useful when, for example, repairing an empty tube body of an underground conduit that forms a cable lead-in conduit for wiring telecommunications cables etc. underground from inside the pipe while it is still installed. This invention relates to a pigging device used for repairing underground pipelines.

【発明の技術的背景】[Technical background of the invention]

地下に電気通信用ケーブル等を配線するための
地下管路は、通常、複数本の管体(鋼管または鋳
鉄管あるいは硬質ビニル管)を、マンホール等の
竪穴間にわたつて、上下に複数段、左右に複数列
集合整列した形態でもつて、道路下などの地下に
順に布設して管路を構成してなるもので、予じめ
複数列の地下管路を構成しておき、配線すべきケ
ーブル等を、その空管路となつている任意の管路
を選んで引込み布設する形態を採つている。 ところで既設の地下管路の管体は、鋼管または
鋳鉄管を、管継手により接続した形態のものが多
い。このような金属製の管体は、永年の経年によ
り錆が発生し、錆は次第に管内で拡がつて、やが
て「こぶ状」になつて管の有効径を小さく減径す
る現象が起る。また上述の地下管路は、これが道
路下などに布設されていることもあつて、道路上
を通行する車両の荷重や振動、地震などにより管
の継手部の接合状態が変化し、継手部に間隙が生
じて、この間隙および管自体に生じる腐蝕孔等か
ら管内に水や土砂等の異物が侵入して管を閉塞す
る現象も起る。これらが原因で、所定の布設年数
を経た地下管路においては、新たにケーブルを空
管路内に挿通しようとしても、挿通不能に陥る場
合が起ることから、そこで近時、その地下管路の
空管を、布設状態のまま管内より補修することが
考えられている。
Underground conduits for wiring telecommunications cables, etc. underground usually consist of multiple pipe bodies (steel pipes, cast iron pipes, or hard vinyl pipes) running between vertical holes such as manholes in multiple stages above and below. Even if multiple rows are arranged on the left and right, they are constructed by laying underground in order under roads etc. to form a conduit.Multiple rows of underground conduits are constructed in advance and the cables to be routed are etc., by selecting an arbitrary empty pipe and leading it in for installation. By the way, many of the pipe bodies of existing underground conduits are made of steel pipes or cast iron pipes connected by pipe joints. Rust develops in such metal pipe bodies over many years, and the rust gradually spreads within the pipe, eventually forming a "knot-like" phenomenon that reduces the effective diameter of the pipe. In addition, because the above-mentioned underground pipes are installed under roads, the joint condition of the pipe joints changes due to the load of vehicles passing on the road, vibrations, earthquakes, etc. Gaps are created, and foreign matter such as water and earth and sand can enter the pipes through these gaps and corrosion holes that occur in the pipes themselves, causing the pipes to become clogged. Due to these reasons, in underground pipelines that have been installed for a certain number of years, even if you try to insert a new cable into the empty pipeline, it may become impossible to insert it. It is being considered to repair empty pipes from inside the pipes while they are still installed.

【発明の技術的課題】[Technical problem of the invention]

上記管体の補修において、管体は、その管継手
部の間隙内に樹脂の充填を行つて継手部のシール
性を高めるように補修する必要がある。この場合
問題となるのは、管の継手部に漏洩が起きている
場合は樹脂の充填が円滑になされるが、漏洩が起
きていない場合は間隙内の空気により樹脂の充填
が阻害されることである。 また、管の継手部間隙内に樹脂を充填させる施
工を行う場合、補修対象の管内に、ピグを、ピグ
の前側に樹脂を配した形態で導入し、ピグにより
樹脂を後方から押すように牽引、移動する形態を
採るが、この移動過程で樹脂には、管内面との接
触による粘性抵抗などで樹脂圧が生起することよ
り、この樹脂圧が生起しても樹脂が牽引ピグの周
面より後方へ逃出しないように、牽引ピグは、こ
れを多少圧縮気味で管内に挿入して周面が管内面
に気密に接して摺動するようにせざるを得ない。 このようにしていると、牽引ピグは、樹脂の後
を通る関係で、樹脂充填を行つた管継手部の位置
を通過するとき、牽引ピグの膨脹圧で、継手部の
間隙内に充填された樹脂が、充填直後に再び間隙
内より管内に押し出され、これが管内に隆起した
状態に硬化して管内径を縮める現象が起き、補修
後の管内にケーブル等を通す際、その挿通に支障
を起すという問題がある。
In the above-mentioned repair of the pipe body, it is necessary to repair the pipe body by filling the gap at the pipe joint with resin to improve the sealing performance of the joint. The problem in this case is that if there is a leak at the joint of the pipe, the resin will be filled smoothly, but if there is no leak, the air in the gap will prevent the resin from filling. It is. In addition, when performing construction to fill the gap between the joints of pipes with resin, a pig is introduced into the pipe to be repaired with the resin placed on the front side of the pig, and the pig is pulled to push the resin from behind. However, during this movement process, resin pressure is generated in the resin due to viscous resistance due to contact with the inner surface of the tube, so even if this resin pressure is generated, the resin will not move further than the circumferential surface of the towing pig. In order to prevent the towing pig from escaping backwards, the towing pig must be inserted into the pipe with some compression so that the circumferential surface slides in airtight contact with the inner surface of the pipe. In this way, when the towing pig passes behind the resin and passes through the position of the pipe joint where resin has been filled, the expansion pressure of the towing pig fills the gap in the joint. Immediately after filling, the resin is pushed out from within the gap into the pipe again, and this hardens into a raised state within the pipe, causing a phenomenon that reduces the pipe's inner diameter, causing problems when passing cables, etc. through the repaired pipe. There is a problem.

【発明の目的】[Purpose of the invention]

本発明は、上述の問題を生じることなく、管の
継手部に対し、その継手部の間隙に樹脂の充填を
確実に行うことができる地下管路の補修用ピグ装
置を提供することを目的とするものである。
SUMMARY OF THE INVENTION An object of the present invention is to provide a pigging device for repairing underground pipelines that can reliably fill the gap between the joints of pipes with resin without causing the above-mentioned problems. It is something to do.

【発明の構成】[Structure of the invention]

この目的を達成するため、本発明によるピグ装
置は、補修対象の管体内に挿通される牽引索に対
し移動方向、先頭に置換ピグ、次に牽引ピグ、後
部に均しピグを連結した構成とし、前記置換ピグ
は、牽引索に対し可動自由で、周面には樹脂充填
凹溝と、空気逃出凹溝とを形成してあり、前記牽
引ピグは、牽引索に固定された円柱形でその周面
が管内面に気密に接して先頭の置換ピグとの間に
配した樹脂を牽引可能な形状とし、前記後部の均
しピグは、外径が補修対象の管径より若干小さい
径で牽引索に固定していることを特徴とするもの
である。
In order to achieve this purpose, the pigging device according to the present invention has a configuration in which a replacement pig is connected to the leading end, a towing pig is next, and a leveling pig is connected to the rear in the moving direction of the towing rope inserted into the pipe to be repaired. , the displacement pig is movable with respect to the tow rope, and has a resin-filled groove and an air escape groove formed on the circumferential surface, and the tow pig is cylindrical and fixed to the tow rope. Its circumferential surface is in airtight contact with the inner surface of the pipe, and the resin placed between it and the replacement pig at the front can be pulled.The rear leveling pig has an outer diameter slightly smaller than the diameter of the pipe to be repaired. It is characterized by being fixed to the tow rope.

【実施例】【Example】

以下、本発明の一実施例を、図面にもとづいて
説明する。 図示の実施例は、電気通信用ケーブル等を地下
に配線するために布設された地下管路の補修に本
発明を適用した例を示すものであり、第1図はそ
の補修施工例の全体を概略的に示すもので、図中
符号1は補修対象の地下管路である。この地下管
路1は複数本の管(この管は通常50mm〜100mm径
の鋼管または鋳鉄管あるいは硬質ビニル管を管継
手により所定の長さに接続してなるもの)を所定
の布設間隔で、例えば上下に3段、左右に3列で
合計9本を集合整列して1つの管路群となし、こ
れをマンホール(またはハンドホール)A,Bを
介して道路下などの地下に順に布設して複数列の
管路を形成してなるものである。そしてこの地下
管路1には電気通信用ケーブル等が配線されるも
のであるが、複数列の管路はケーブルの挿通管路
と、ケーブルが挿通されていない空管となつてお
り、本発明は、この空管路を補修する際などに用
いるピグ装置に係るものである。 上記地下管路1の空管を補修するに際し、図示
の工法では、地下管路群の両端開放口となるマン
ホールA,Bの相互間を1区間の補修単位として
各マンホールA,Bの地上に、それぞれ、補修対
象の空管11内に挿通される牽引ロープ3のウイ
ンチ装置31,32と、空管11内に供給する樹
脂の樹脂供給装置4,5とを装備した作業車2
1,22が配置される。この作業車21,22に
装備される各樹脂供給装置4,5はそれぞれ樹脂
の主剤タンク41,51と硬化剤タンク42,5
2とを有し、これらのタンク41,42および5
1,52の各タンク内から送り出される樹脂の導
出パイプ43,44および53,54を、公知の
2液混合器(スタテツクミキサー)45,55に
接続して、ここで樹脂の主剤と硬化剤を混合状態
にして送り出す形式のものである。なお各主剤タ
ンク41,51は、それぞれ真空ポンプ46,5
6に連通されていて樹脂の主剤中に発生する泡を
脱泡できるようにしてある。 上記樹脂供給装置4,5からの樹脂を、補修対
象の空管11内に導入するため各マンホールA,
B内には、空管11の開口口部に接続されるガイ
ド管12,13が設けてある。各ガイド管12,
13にはそれぞれ樹脂注入口14,15が設けて
あり、この樹脂注入口14,15に、前記2液混
合器45,55の各樹脂吐出側パイプ47,57
が接続されていて、上記ガイド管12,13を介
して樹脂が、空管11内に、双方のマンホール
A,B側より各別に導入できるようにしてある。 また各マンホールA,B内には、補修対象の空
管11内に挿通される牽引索としての牽引ロープ
3を、それぞれのマンホール内において迂回させ
る滑車33,34が設けてあり、牽引ロープ3は
その両端が、各マンホールA,Bより地上に引き
出されてウインチ装置31,32に接続され、相
互のウインチ装置31,32を交互に巻取り巻戻
し操作することによつて、牽引ロープ3が、マン
ホールA,B間の距離をストロークとして空管1
1内を往復方向に牽引できるようにしてある。 上記牽引ロープ3には、これに、第2図に示す
本発明のピグ装置が取付けられ、これにより以下
に説明する樹脂充填工程が行われる。 本発明に係るピグ装置は、前記補修対象の空管
11内に挿通した牽引ロープ3に対し、移動方向
の先頭に置換ピグ61、次に牽引ピグ62、後部
に均しピグ63を、牽引ロープの途中に着け換え
可能に連結した構成のもので、これら各ピグ6
1,62,63はいずれも弾性材で構成されてい
る。 上記置換ピグ61は、その周面が補修対象の空
管11の管内面に気密に接して摺動するような外
径寸法を有し、また牽引ロープ3に対して摺動自
在に挿通されているもので、管内を移動する時、
管内壁との摺動抵抗により後方の牽引ピグ62と
の間に配された樹脂Cに所要の圧力を付与できる
ようにしてある。また、この置換ピグ61には、
第3図にみられるように円柱状をなしたピグ本体
61aの外周に、端部が前端側に開口する空気逃
出溝条61bと、これに対して円周方向に位置を
異ならせて端部が後端側に開口する樹脂誘導溝条
61cとが具備されてあり、上記両溝条61b,
61cは長手方向(牽引方向)に関しては互いに
内方端部がオーバラツプされた形態に形成されて
いる。 また、牽引ピグ62は、牽引ロープ3に固定さ
れた円柱形状のもので、その周面が補修対象の管
内面に気密に接して摺動し、先頭の置換ピグ61
との間に配した樹脂Cを、管内に沿つて牽引移動
できるようにしてある。また、後側の均しピグ6
3は、その外径が補修対象の管径より若干小さい
径に形成されているもので、牽引ロープ3に固定
して取付けられているものである。 そして樹脂充填工程では、上記ピグ61,6
2,63を一方のマンホール(図示の例では左側
のマンホールA)内において取付けた後、ロープ
3の牽引によりガイド管12の管端口部から、先
頭の置換ピグ61を管内に挿入し、第2の牽引ピ
グ62がガイド管12の管端口部に挿入された段
階で、樹脂注入口14を開いて樹脂供給装置4か
ら充填用樹脂Cを注入する。 ここに使用される充填用樹脂Cは、常温硬化の
2液タイプ樹脂液で、主剤と硬化剤の混合割合は
重量比で3〜1:1、接触硬化時間は3〜5時間
のものである。 主剤の成分は、例えば ビスフエノールA型ジグリシジルエーテル40部 ビスフエノールA側鎖型ジグリシジルエーテル
40部 多官能性稀釈剤 20部 充填剤 10部 硬化剤の成分は、例えば 変性脂肪族ポリアミン 20部 変性脂肪族ポリアミン 20部 ポリアミド 10部 充填剤 5部 のような配合のエポキシ系樹脂が使用される。 上記樹脂Cの注入により、先頭の置換ピグ61
と牽引ピグ62との間に樹脂Cが介在され、この
状態で牽引ロープ3を右側の第2マンホールB側
に向けて牽引する。 これにより樹脂Cが、牽引ピグ62により押さ
れて空管11内に導入され、所定の牽引速度で管
内を右方向へ移動されるもので、この移動過程で
樹脂Cには、前記のように置換ピグ61からの押
圧力が作用し、また樹脂自体も管内壁との接触に
よる粘性抵抗で相当の圧力が生起することから、
樹脂Cが空管11の管継手部11aを通るとき、
上記充填圧で樹脂Cが管継手部11aの間隙内に
充填される。このとき、管継手部11aに漏洩が
起きている場合は、上記充填圧による樹脂の圧入
で継手部間隙内の空気は漏洩部を通じて外部に逃
出されるため間隙内は樹脂で完全に充填されるよ
うになるが、管継手部11aに漏洩が起きていな
い場合は、間隙内の空気は圧縮され、これにより
継手部間隙内に対する樹脂Cの充填が阻害される
ことがある。 この場合、置換ピグ61には、前記したように
ピグ本体61aの外周に、端部が前端側に開口す
る空気逃出溝条61bと、これに対して円周方向
に位置を異ならせて後端側に開口する樹脂誘導溝
条61cとが具備されてあり、このように構成さ
れた置換ピグ61が用いられると、管継手部11
aに置換ピグ61が到達してここを通過する過程
では、継手部間隙内は溝条61bを介して置換ピ
グ61の前方空間と連通状態となり、間隙内の空
気が当該溝条61bを介して前方空間に逃出され
ることから、他方の溝条61cを介して樹脂C
が、樹脂圧力によりピグ本体61aの外周を回り
ながら管継手部11aの間隙内に流入するように
なり、この結果、樹脂Cの置換、充填が的確にな
される。 かくして樹脂Cが牽引ピグ62により押されて
空管11の管路内を通過することで、その管路上
に介在する各管継手部11aには順次その継手部
間隙内に樹脂が充填され、この樹脂充填で管継手
部11aのシール性が高められるように補修され
る。 またこの樹脂充填工程において、牽引ピグ62
が樹脂Cを押して管内を移動する際、牽引ピグ6
2は前記したように、その前側の樹脂Cに樹脂圧
が生起しても、樹脂が牽引ピグ62の周面より後
方へ逃出しないように管内面に気密に接して摺動
するようにしていることから、牽引ピグ62が、
先頭の置換ピグ61によつて樹脂充填を行つた管
継手部11aの位置を通過するとき、第4図に示
すごとく牽引ピグ62の膨脹圧で、継手部間隙内
に充填された樹脂が、充填後に再び間隙内より押
し出される傾向が起るが、この場合、牽引ピグ6
2の後方には均しピグ63が連結されてあり、こ
れが膨出樹脂aを管内面になでるように作用する
から、その膨出樹脂aによつて管内径が縮められ
ることがない。
Hereinafter, one embodiment of the present invention will be described based on the drawings. The illustrated embodiment shows an example in which the present invention is applied to the repair of an underground conduit laid for wiring telecommunication cables underground, and FIG. 1 shows the entire example of the repair work. It is schematically shown, and reference numeral 1 in the figure indicates an underground pipe to be repaired. This underground conduit 1 consists of a plurality of pipes (usually made by connecting steel pipes, cast iron pipes, or hard vinyl pipes with a diameter of 50 mm to 100 mm to a predetermined length with pipe fittings) at predetermined intervals. For example, a total of nine pipes are arranged in three rows vertically and three rows horizontally to form one pipe group, and these pipes are sequentially laid underground under a road through manholes (or handholes) A and B. This is formed by forming multiple rows of conduits. Telecommunication cables and the like are wired in this underground conduit 1, and the multiple rows of conduits are comprised of cable passages and empty pipes through which cables are not inserted. This relates to a pigging device used when repairing this empty pipeline. When repairing the empty pipes of the underground pipe 1, in the construction method shown in the figure, the area between the manholes A and B, which are the openings at both ends of the underground pipe group, is treated as one section of repair, and the area between each manhole A and B is repaired above ground. , a work vehicle 2 equipped with winch devices 31 and 32 for the traction rope 3 inserted into the empty pipe 11 to be repaired, and resin supply devices 4 and 5 for supplying resin into the empty pipe 11, respectively.
1 and 22 are arranged. Each of the resin supply devices 4 and 5 installed in the working vehicles 21 and 22 includes a main resin tank 41 and 51 and a curing agent tank 42 and 5, respectively.
2, and these tanks 41, 42 and 5
The resin outlet pipes 43, 44 and 53, 54 sent out from each tank 1, 52 are connected to a known two-liquid mixer (static mixer) 45, 55, where the main resin resin and curing agent are mixed. It is of the type that is sent out in a mixed state. Note that each main agent tank 41, 51 is connected to a vacuum pump 46, 5, respectively.
6, so that bubbles generated in the main resin can be defoamed. In order to introduce the resin from the resin supply devices 4 and 5 into the empty pipe 11 to be repaired, each manhole A,
Inside B, guide tubes 12 and 13 connected to the opening of the empty tube 11 are provided. Each guide tube 12,
13 are provided with resin injection ports 14 and 15, respectively, and resin discharge side pipes 47 and 57 of the two-liquid mixers 45 and 55 are connected to the resin injection ports 14 and 15, respectively.
are connected to each other so that resin can be introduced into the hollow tube 11 from both manhole A and B sides separately through the guide tubes 12 and 13. In addition, pulleys 33 and 34 are provided in each manhole A and B for detouring a towing rope 3 as a towing cable inserted into the empty pipe 11 to be repaired, and the towing rope 3 is Both ends of the rope are pulled out from the ground through each manhole A, B and connected to winch devices 31, 32, and by alternately winding and unwinding each winch device 31, 32, the tow rope 3 is Empty pipe 1 with the distance between manholes A and B as the stroke
1 so that it can be towed in a reciprocating direction. A pig device of the present invention shown in FIG. 2 is attached to the towing rope 3, and thereby a resin filling process described below is performed. The pig device according to the present invention has a replacement pig 61 at the head of the towing rope 3 inserted into the empty pipe 11 to be repaired, a towing pig 62 next, a leveling pig 63 at the rear, and a towing rope 3 inserted into the empty pipe 11 to be repaired. These pigs 6 are connected in the middle so that they can be replaced.
1, 62, and 63 are all made of elastic material. The replacement pig 61 has an outer diameter such that its circumferential surface slides in airtight contact with the inner surface of the empty pipe 11 to be repaired, and is slidably inserted into the towing rope 3. When moving within the pipe,
Due to the sliding resistance with the inner wall of the tube, a required pressure can be applied to the resin C placed between it and the rear towing pig 62. In addition, this replacement pig 61 includes:
As shown in FIG. 3, on the outer periphery of the pig body 61a, which has a cylindrical shape, there is an air escape groove 61b whose end opens toward the front end, and an air escape groove 61b at a different position in the circumferential direction relative to the air escape groove 61b. A resin guide groove 61c is provided with a portion opening toward the rear end, and both grooves 61b,
61c are formed so that their inner ends overlap each other in the longitudinal direction (traction direction). The towing pig 62 has a cylindrical shape fixed to the towing rope 3, and its circumferential surface slides in airtight contact with the inner surface of the pipe to be repaired, and the leading replacement pig 61
The resin C placed between the tube and the tube can be pulled and moved along the inside of the tube. In addition, the leveling pig 6 on the rear side
3 has an outer diameter slightly smaller than the diameter of the pipe to be repaired, and is fixedly attached to the tow rope 3. In the resin filling process, the pigs 61, 6
2 and 63 in one manhole (in the illustrated example, the left manhole A), the leading replacement pig 61 is inserted into the pipe from the end of the guide pipe 12 by pulling the rope 3, and the second When the towing pig 62 is inserted into the end of the guide tube 12, the resin injection port 14 is opened and the filling resin C is injected from the resin supply device 4. The filling resin C used here is a two-component resin liquid that cures at room temperature, with a mixing ratio of the main resin and curing agent of 3 to 1:1 by weight, and a contact curing time of 3 to 5 hours. . The components of the main agent are, for example, 40 parts of bisphenol A type diglycidyl ether, bisphenol A side chain type diglycidyl ether
40 parts Polyfunctional diluent 20 parts Filler 10 parts The components of the curing agent include, for example, modified aliphatic polyamine 20 parts modified aliphatic polyamine 20 parts polyamide 10 parts filler 5 parts. Ru. By injecting the resin C, the leading replacement pig 61
Resin C is interposed between the towing pig 62 and the towing rope 3, and in this state the towing rope 3 is pulled toward the second manhole B on the right side. As a result, the resin C is pushed by the traction pig 62 and introduced into the empty tube 11, and is moved to the right inside the tube at a predetermined traction speed. The pressing force from the displacement pig 61 acts, and the resin itself generates considerable pressure due to viscous resistance due to contact with the inner wall of the pipe.
When the resin C passes through the pipe joint part 11a of the empty pipe 11,
The resin C is filled into the gap of the pipe joint portion 11a at the above filling pressure. At this time, if there is a leak in the pipe joint 11a, the air in the joint gap escapes to the outside through the leak due to the resin being press-fitted by the above-mentioned filling pressure, so that the gap is completely filled with resin. However, if no leakage occurs in the pipe joint 11a, the air within the gap is compressed, which may inhibit the filling of the resin C into the joint gap. In this case, as described above, the replacement pig 61 has an air escape groove 61b on the outer periphery of the pig body 61a, the end of which opens toward the front end, and an air escape groove 61b at a different position in the circumferential direction with respect to the air escape groove 61b. A resin guide groove 61c is provided that opens at the end side, and when the replacement pig 61 configured in this way is used, the pipe joint portion 11
During the process in which the replacement pig 61 reaches and passes through a, the inside of the joint gap becomes in communication with the space in front of the replacement pig 61 via the groove 61b, and the air in the gap flows through the groove 61b. Since the resin C escapes into the front space, it passes through the other groove 61c.
The resin C flows around the outer periphery of the pig body 61a into the gap of the pipe joint 11a due to the resin pressure, and as a result, the resin C is replaced and filled accurately. In this way, the resin C is pushed by the pulling pig 62 and passes through the pipe line of the empty pipe 11, so that each pipe fitting part 11a interposed on the pipe line is sequentially filled with resin into the joint part gap, and this The pipe joint portion 11a is repaired with resin filling to improve its sealing performance. In addition, in this resin filling process, the towing pig 62
When pushing the resin C and moving inside the pipe, the towing pig 6
As described above, 2 is designed to slide in airtight contact with the inner surface of the pipe so that even if resin pressure is generated in the resin C on the front side, the resin will not escape backward from the circumferential surface of the traction pig 62. Therefore, the towing pig 62 is
When passing the position of the pipe joint 11a filled with resin by the leading displacement pig 61, the resin filled in the joint gap is filled with the expansion pressure of the pulling pig 62 as shown in FIG. Later on, there is a tendency to be pushed out from within the gap again, but in this case, the towing pig 6
A leveling pig 63 is connected to the rear of the tube 2, and this acts to smooth the bulging resin a onto the inner surface of the tube, so that the inner diameter of the tube is not reduced by the bulging resin a.

【発明の効果】【Effect of the invention】

かくて本発明によるピグ装置によれば、次に述
べる効果が得られる。 補修対象の管体の各管継手部に対し、その継
手部に漏洩が起きているか否かに関係なく、先
頭の置換ピグ61により継手部間隙内に滞留す
る空気を排出しつつその間隙内に樹脂を置換、
充填できるから、樹脂の充填が確実で、継手部
のシール性を的確に高めるように補修すること
ができる。 しかも、この補修に際し、牽引ピグ62の膨
脹圧で、継手部間隙内に充填された樹脂が、充
填後に再び間隙内より管内に押し出される傾向
が起つても、牽引ピグの後方に連結した均しピ
グにより膨出樹脂を、管内面に平滑になでるよ
うに一連の工程で処理できるから、その膨出樹
脂によつて管内径が縮められ、ケーブルの挿通
に支障を生じるような不都合を起すことなく管
体の管継手部の内面補修を行うことができる。
Thus, according to the pig device according to the present invention, the following effects can be obtained. For each joint of the pipe body to be repaired, regardless of whether or not there is a leak in that joint, the displacement pig 61 at the top discharges the air stagnant in the joint gap and fills the gap. Replace resin,
Since it can be filled, resin filling is reliable and repairs can be made to accurately improve the sealing performance of the joint. Moreover, during this repair, even if the expansion pressure of the traction pig 62 causes the resin filled in the joint gap to be pushed out from the gap into the pipe again after filling, the leveling pressure connected to the rear of the traction pig 62 Since the swollen resin can be applied in a series of steps using a pig so that it is smoothed onto the inner surface of the pipe, there is no problem such as the swollen resin shrinking the pipe inner diameter and hindering cable insertion. The inner surface of the pipe joint part of the pipe body can be repaired.

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

第1図は本発明によるピグ装置を使用する補修
施工例の全体を概略的に示す断面図、第2図は本
発明のピグ装置を使用した樹脂充填工程を示す説
明図、第3図は置換ピグの斜視図、第4図は樹脂
充填工程時に管内に起る現象の説明図である。 1……地下管路、11……空管、12,13…
…ガイド管、14,15……樹脂注入口、21,
21……作業車、3……牽引ロープ、31,32
……ウインチ装置、33,34……滑車、4,5
……樹脂供給装置、41,51……主剤タンク、
42,52……硬化剤タンク、43,44,5
3,54……導出パイプ、45,55……2液混
合器、46,56……真空ポンプ、47,57…
…2液混合器の樹脂吐出側パイプ、61……置換
ピグ、61a……ピグ本体、61b……空気逃出
溝条、61c……樹脂誘導溝条、62……牽引ピ
グ、63……均しピグ。
Fig. 1 is a sectional view schematically showing the entire repair work example using the pigging device according to the present invention, Fig. 2 is an explanatory diagram showing a resin filling process using the pigging device according to the present invention, and Fig. 3 is a replacement FIG. 4, a perspective view of the pig, is an explanatory diagram of the phenomenon that occurs inside the pipe during the resin filling process. 1... Underground pipe, 11... Empty pipe, 12, 13...
... Guide tube, 14, 15 ... Resin injection port, 21,
21...Work vehicle, 3...Tow rope, 31, 32
... Winch device, 33, 34 ... Pulley, 4, 5
... Resin supply device, 41, 51 ... Main agent tank,
42, 52...Curing agent tank, 43, 44, 5
3,54... Outlet pipe, 45,55... Two liquid mixer, 46,56... Vacuum pump, 47,57...
... Resin discharge side pipe of two-liquid mixer, 61 ... Displacement pig, 61a ... Pig body, 61b ... Air escape groove, 61c ... Resin guide groove, 62 ... Traction pig, 63 ... Equalizer Shi pig.

Claims (1)

【特許請求の範囲】[Claims] 1 地下管路の管内に複数のピグを、ピグ間に樹
脂を介在させた形態で導入し、これを管内に沿つ
て牽引移動して管継手部の間隙内に樹脂を充填す
る補修用ピグ装置において、上記複数のピグは移
動方向先頭に置換ピグ、次に牽引ピグ、後部に均
しピグを連結した構成とし、前記置換ピグは牽引
索に対し可動自由で周面には樹脂充填凹溝と、空
気逃出凹溝とを形成してあり、前記牽引ピグは牽
引索に固定された円柱形で周面が管内面に気密に
接して先頭の置換ピグとの間に配した樹脂を後方
から押す形態とし、前記均しピグは外径が補修対
象の管径より若干小さい径で牽引索に固定して取
付けていることを特徴とする地下管路の補修用ピ
グ装置。
1 A repair pig device that introduces a plurality of pigs into the pipe of an underground conduit with resin interposed between the pigs, tows the pigs along the pipe, and fills the gap at the pipe joint with resin. In this method, the plurality of pigs have a configuration in which a replacement pig is connected at the front in the moving direction, a traction pig is next, and a leveling pig is connected at the rear. The towing pig has a cylindrical shape fixed to the towing cable, and its peripheral surface is in airtight contact with the inner surface of the tube, and the resin placed between it and the leading displacement pig is inserted from behind. A pig device for repairing underground pipelines, characterized in that the leveling pig has an outer diameter slightly smaller than the diameter of the pipe to be repaired and is fixedly attached to a tow cable.
JP59110367A 1984-05-30 1984-05-30 Pig device for repairing underground pipe Granted JPS60253626A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59110367A JPS60253626A (en) 1984-05-30 1984-05-30 Pig device for repairing underground pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59110367A JPS60253626A (en) 1984-05-30 1984-05-30 Pig device for repairing underground pipe

Publications (2)

Publication Number Publication Date
JPS60253626A JPS60253626A (en) 1985-12-14
JPH0243547B2 true JPH0243547B2 (en) 1990-09-28

Family

ID=14533994

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59110367A Granted JPS60253626A (en) 1984-05-30 1984-05-30 Pig device for repairing underground pipe

Country Status (1)

Country Link
JP (1) JPS60253626A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5609186A (en) * 1994-11-14 1997-03-11 Tokyo Gas Co., Ltd. Methods of lining the internal surface of a pipe

Also Published As

Publication number Publication date
JPS60253626A (en) 1985-12-14

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