JPH0160720B2 - - Google Patents
Info
- Publication number
- JPH0160720B2 JPH0160720B2 JP58055904A JP5590483A JPH0160720B2 JP H0160720 B2 JPH0160720 B2 JP H0160720B2 JP 58055904 A JP58055904 A JP 58055904A JP 5590483 A JP5590483 A JP 5590483A JP H0160720 B2 JPH0160720 B2 JP H0160720B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- pig
- pigs
- pipe joint
- movement
- 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
Links
- 241000282887 Suidae Species 0.000 claims description 28
- 229920005989 resin Polymers 0.000 claims description 25
- 239000011347 resin Substances 0.000 claims description 25
- 230000008439 repair process Effects 0.000 claims description 20
- 230000006835 compression Effects 0.000 claims description 6
- 238000007906 compression Methods 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 description 21
- 239000003566 sealing material Substances 0.000 description 15
- 101100129922 Caenorhabditis elegans pig-1 gene Proteins 0.000 description 11
- 101100520057 Drosophila melanogaster Pig1 gene Proteins 0.000 description 11
- 230000000149 penetrating effect Effects 0.000 description 11
- 238000000034 method Methods 0.000 description 8
- 239000007789 gas Substances 0.000 description 7
- 238000007789 sealing Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 4
- 230000035515 penetration Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 244000025254 Cannabis sativa Species 0.000 description 2
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 description 2
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 2
- 235000009120 camo Nutrition 0.000 description 2
- 235000005607 chanvre indien Nutrition 0.000 description 2
- 239000003034 coal gas Substances 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 230000006866 deterioration Effects 0.000 description 2
- 239000011487 hemp Substances 0.000 description 2
- 239000003345 natural gas Substances 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000000314 lubricant Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000003204 osmotic effect Effects 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/18—Appliances for use in repairing pipes
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Pipe Accessories (AREA)
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
のガス管等の管継手部を、埋設状態のまま管内面
からシール性を確保するように補修する既設管の
管継手部補修装置に関するものである。[Detailed Description of the Invention] [Field of Industrial Application] The present invention provides a method for ensuring sealing performance from the inner surface of the pipe while the pipe joint part of an existing gas pipe, etc., is mainly buried underground. This invention relates to a pipe joint repair device for an existing pipe to be repaired.
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、鋳鉄管を水道型継手あるいはG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
ール性が劣化し、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然ガスとなつて
おり、従来の石炭ガスの場合、ガス中のタール成
分が管継手部に介装された「麻肌」と称されるシ
ール材中に浸透することからシール性の劣化は特
に問題とならなかつたが、乾燥した天然ガスの場
合は、シール材が乾燥、収縮することから空〓が
生じ、シール性が劣化してガス洩れの原因となる
ことから、その管継手部のシール性を確実化し、
以後、シール劣化を起さないような補修を行う必
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 the pipes are still buried. In particular, with existing gas pipes buried underground, where cast iron pipes are connected using water-type joints or G-type joints, the sealing performance of the pipe joints has deteriorated and there is a need for repair. .
In other words, recently, city gas has become dry natural gas instead of the coal gas that had been used for a long time, and in the case of conventional coal gas, the tar component in the gas is removed by Deterioration of sealing performance was not a particular problem because it penetrated into the sealing material called "hemp skin," but in the case of dry natural gas, the sealing material dries and shrinks, causing voids. Since the sealing performance deteriorates and causes gas leakage, it is necessary to ensure the sealing performance of the pipe joint.
Since then, it has become necessary to carry out repairs to prevent seal deterioration.
しかし、既設のガス管で管径が中口径管や小口
管径の場合は、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、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, in the case of existing gas pipes with medium or small diameter pipes, it is not possible for workers to enter the pipe and repair the inner surface of the pipe joint, unlike in the case of large-diameter pipes. Construction is difficult, and there is a need for a construction method in which workers are outside to repair the inner surface of pipe joints while they are buried.
この施工法に関して、本発明者は、既設管の管
内に、牽引ロープにより牽引され、管内面に気密
に接して摺接移動するピグを介して樹脂を管内に
移動させる手段を備え、この移動過程で、ピグが
管継手部を通る時、第1段階では低粘度樹脂の浸
透剤を継手部の間〓からシール材中に加圧浸透さ
せ、第2段階では同継手部の間〓に高粘度樹脂の
パテ剤を充填する補修方法を開発した。 Regarding this construction method, the present inventor has provided a means for moving the resin into the existing pipe through a pig that is pulled by a tow rope and slides in airtight contact with the inner surface of the pipe, and this movement process When the pig passes through a pipe joint, in the first stage, a low-viscosity resin penetrant is infiltrated into the sealing material between the joints under pressure, and in the second stage, a high-viscosity resin penetrant is infiltrated between the joints. We have developed a repair method that uses resin putty.
この補修方法によれば、作業者が外部にいて、
埋設状態で管の継手部を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、収縮による微細孔が
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〓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〓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
達成されるが、ピグは一度に一回の樹脂充填を行
う構造であり、一回で十分な作業が行われるとは
限らないという問題点があつた。
According to this repair method, the worker is outside and
Not only is it possible to repair the inner surface of a pipe joint while it is buried, but the penetrating agent impregnated into the sealing material under pressure closes the micropores caused by drying and shrinkage of the sealing material, increasing the sealing effect. Moreover, since the penetrating agent into the gap performed in the first stage acts as a lubricant for the filling of the putty agent in the second stage,
Between the pipe joints Even if the surface is rough and uneven, the putty fills with good adhesion, and the double airtightness of the penetrant and putty makes for highly effective repairs. However, the pig was designed to fill the resin once at a time, and there was a problem in that it was not always possible to do enough work in one go.
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、ピグを介して樹脂を管内で移動
させる際、樹脂が管継手部のシール材内部に確実
に浸透し、管継手部間〓へのパテ剤充填も確実に
行えるように、前後のピグ通過でそれぞれ樹脂充
填作業ができるように工夫された既設管の管継手
部補修装置を提供しようとするものである。 The present invention is a repair device used to carry out the above-mentioned repair method, and when the resin is moved within the pipe via the pig, the resin reliably penetrates into the sealing material of the pipe joint and flows between the pipe joints. The purpose of the present invention is to provide a pipe joint repair device for an existing pipe that is devised so that the resin filling work can be performed by passing the front and rear pigs, respectively, so that the putty filling can be performed reliably.
この目的を達成するため本発明は、既設管の管
内に、牽引ロープにより牽引され、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
を設け、このピグ間に樹脂を充填して、少なくと
も管継手部において充填圧が加わるようにしたも
のであつて、上記両ピグは、それぞれの外周に、
端部が移動方向の前方に開放する溝条と、後方へ
開放する溝条とを、円周方向には互いに連通しな
いように位相をずらし、かつ移動方向には両溝条
の対向端部がオーバラツプするように形成すると
共に、両ピグが相互に接近する方向に作用する圧
縮ばねで連結したことを特徴とするものである。
In order to achieve this object, the present invention provides at least a pair of front and rear pigs inside an existing pipe that is pulled by a towing rope and slides in airtight contact with the inner surface of the pipe, and fills resin between the pigs. , the filling pressure is applied at least to the pipe joint part, and both of the above pigs have a
The grooves whose ends open forward in the direction of movement and the grooves whose ends open rearward are shifted in phase so that they do not communicate with each other in the circumferential direction, and the opposing ends of both grooves are arranged in the direction of movement. The pigs are formed so as to overlap each other, and are connected by a compression spring that acts in a direction in which the two pigs approach each other.
上記の構成により、管継手部に対し、前側のピ
グでは管継手部空間の置換物を前方に逃出させ、
また、後側のピグでは置換物を後方に逃出させて
樹脂を浸透または充填する。
With the above configuration, the pig on the front side of the pipe joint part allows the substituted material in the pipe joint part space to escape forward,
In addition, in the rear pig, the substituted material escapes backward and the resin is infiltrated or filled.
以下、本発明の一実施例を第1図ないし第8図
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 FIGS. 1 to 8.
図において、符号1は牽引ピグとなる後側ピグ
であり、牽引ロープ2で前方に引かれるようにな
つている。また、上記牽引ロープ2を液密にかつ
摺動自在に挿通させた前側ピグ3は可動ピグであ
り、後側ピグ1との相対距離を可変できるもので
あり、後述するように両ピグ1および3間に、浸
透剤、パテ剤などの樹脂が充填される。これらの
ピグ1および3は、補修対象の既設管Aの管内径
に対応して当該既設管Aの管内面に気密に接して
摺動移動し得る外径をもつた円柱状のもので、両
ピグ1および3は、後述する機能をもたせる意図
から、移動方向後側に開口する溝条4a,4
a′と、移動方向前側に開口する溝条4b,4b′と
をその外周に設けてある。上記溝条4a′および4
bは樹脂充填用の溝条であり、上記溝条4b′およ
び4aは置換物逃出用溝条であつて、各溝条4a
と4bおよび4a′と4b′とは、軸方向には互いの
対向端部がオーバラツプする関係で、かつ円周方
向には両溝条4a,4bが、また4a′,4b′が互
いに通しないように位置を変えて形成してある
(第2図参照)。 In the figure, reference numeral 1 indicates a rear pig serving as a towing pig, which is pulled forward by a towing rope 2. Further, the front pig 3 through which the tow rope 2 is fluid-tightly and slidably inserted is a movable pig, and its relative distance to the rear pig 1 can be varied, and as will be described later, both pigs 1 and A resin such as a penetrant or a putty agent is filled between the three spaces. These pigs 1 and 3 are cylindrical in shape and have an outer diameter that corresponds to the inner diameter of the existing pipe A to be repaired so that they can slide in airtight contact with the inner surface of the existing pipe A. Pigs 1 and 3 are provided with grooves 4a and 4 that open toward the rear in the direction of movement, with the intention of providing functions to be described later.
a' and grooves 4b, 4b' that open toward the front in the moving direction are provided on its outer periphery. Said grooves 4a' and 4
b is a groove for resin filling, the grooves 4b' and 4a are grooves for escape of substituted substances, and each groove 4a is a groove for resin filling.
and 4b and 4a' and 4b' are in such a relationship that their opposing ends overlap in the axial direction, and both grooves 4a and 4b and 4a' and 4b' do not pass through each other in the circumferential direction. They are formed in different positions (see Figure 2).
また上記両ピグ1および3間には、充填圧調整
のための圧縮コイルスプリング5が介装してあ
り、またピグ1の後方には、測長を兼ねる牽引ロ
ープ6が連結されている。そして、上記ピグ3の
前側には、磁気センサ7を有するブロツク8が所
定距離を保つて取付けてあり、上記磁気センサ7
は、上記ブロツク8の周囲に均等の配置で複数個
設置されいる。 A compression coil spring 5 is interposed between the pigs 1 and 3 to adjust the filling pressure, and a tow rope 6 is connected to the rear of the pig 1, which also serves as a length measurement. A block 8 having a magnetic sensor 7 is attached to the front side of the pig 3 at a predetermined distance.
A plurality of are installed around the block 8 in an evenly spaced arrangement.
上記ピグ3は、管内移動時に、管内面との摺接
により生ずる抵抗を利用して、両ピグ1および3
の間に介装される樹脂(後述の浸透剤Xあるいは
パテ剤Y)に所要の浸透圧、充填圧を加えるもの
である。 When the pig 3 moves inside the pipe, the pigs 1 and 3
The required osmotic pressure and filling pressure are applied to the resin (penetrating agent X or putty agent Y, which will be described later) interposed between the two.
このような構成の補修装置は、既設管Aの内面
補修のため、次のように使用される。ここで地下
に埋設された既設管Aは、在来の配管方式により
鋳鉄管を、水道型等の管継手部B,Cを介して長
く接続されているものである。この既設管Aの管
継手部B,Cの補修にあたり、本発明では、既設
管A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B,Cの補修を行
うもので、その管継手部Bは、従来周知のよう
に、例えば一方の管の管端に設けられた大口径管
B1に、他方の管端B2が衝き合わされ、その衝き
合せ嵌合部に、通常「麻肌」と称されるシール材
Dが詰込まれ、開口部を鉛材Eで封栓してなる接
続構造のものである。 The repair device having such a configuration is used for repairing the inner surface of the existing pipe A in the following manner. The existing pipe A buried underground here is a long cast iron pipe connected via water pipe joints B and C using a conventional piping method. When repairing the pipe fittings B and C of the existing pipe A, the present invention divides the existing pipe A into units of length suitable for repair, and repairs the plurality of pipe joints B and C interposed within that section. As is conventionally known, the pipe joint part B is, for example, a large-diameter pipe provided at the pipe end of one pipe.
B 1 and the other tube end B 2 are brought into contact with each other, and the butt fitting part is filled with sealing material D, which is usually called "hemp skin", and the opening is sealed with lead material E. The connection structure is as follows.
上記補修対象の既設管Aに対し、その一方の開
口部より、前記ピグ1,3が、両ピグ1,3の対
向空間に、樹脂を充填した状態で導入される。こ
こに充填される樹脂は、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〜1000cps)の浸透剤Xが、また第2段階
では高粘度樹脂(例えば1万cps〜30万cps)のパ
テ剤Yが充填されて、牽引ロープ2の牽引により
既設管Aの内部を移動される。この移動に際し、
ピグ1の後方の既設管A内に加圧空気を送り込ん
で、ロープ2による牽引作用と空気圧作用の併用
によりピグの移動を行つてもよい。第2図中符号
9は牽引ロープ2を巻取るウインチである。 The pigs 1 and 3 are introduced into the existing pipe A to be repaired from one of the openings thereof, with the space in which the pigs 1 and 3 face each other being filled with resin. In the first stage, the resin filled here is, for example,
A penetrant X made of a low viscosity resin (100 cps to 1000 cps) with hardening properties such as an epoxy resin is filled, and a putty agent Y made of a high viscosity resin (e.g. 10,000 cps to 300,000 cps) is filled in the second stage. It is moved inside the existing pipe A by being pulled by the towing rope 2. Upon this move,
Pressurized air may be sent into the existing pipe A behind the pig 1, and the pig may be moved by a combination of the traction action by the rope 2 and the pneumatic action. Reference numeral 9 in FIG. 2 is a winch that winds up the tow rope 2.
いま、その施工例を具体的に説明すると、第1
段階では第2図にみられるようにピグ1,3間に
は浸透剤Xが充填されて矢印方向に移動される。
この移動時、前側ピグ3は、管内面との摺接によ
り生じる移動抵抗が生起することから、浸透剤X
に対して後方への押圧力が作用し、一方、浸透剤
Xは、後側ピグ1が牽引ロープ2により後方から
前方へ向けて引かれることで、浸透剤Xには所要
の樹脂押し出し圧力が生起する。 Now, to explain the construction example specifically, the first
At this stage, as shown in FIG. 2, penetrant X is filled between pigs 1 and 3 and moved in the direction of the arrow.
During this movement, the front pig 3 generates movement resistance due to sliding contact with the inner surface of the tube, so the penetrant X
On the other hand, as the rear pig 1 is pulled from the rear to the front by the tow rope 2, the penetrant arise.
しかして管内移動により、磁気センサ7が管継
手部B(あるいはC)の位置を検知すると、その
後、所定距離の移動でピグ3が管継手部B(ある
いはC)に到達することがわかる。ここで牽引ロ
ープ2の牽引を停止するか、低速にする。前側ピ
グ3が第4図に示すように管継手部B(あるいは
C)の位置に移動すると、ピグ3の外周に形成さ
れた樹脂充填用溝条4a′が管継手部Bの間〓B3に
通じることから、浸透剤Xはその溝条4a′を介し
て管継手部Bへ圧送され、継手部間〓B3を通つ
てシール材中に浸透される。 When the magnetic sensor 7 detects the position of the pipe joint part B (or C) due to the movement within the pipe, it can be seen that the pig 3 will then reach the pipe joint part B (or C) by moving a predetermined distance. At this point, the pulling of the towing rope 2 is stopped or the speed is reduced. When the front pig 3 moves to the position of the pipe joint part B ( or C) as shown in FIG. Since the penetrating agent X is forced into the pipe joint part B through the groove 4a', it is permeated into the sealing material through the joint part B3 .
この時、管継手部B(あるいはC)に空気洩れ
が起きていると、浸透剤Xはシール材D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は、浸透剤Xの加圧
浸透によりシール材D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、ピ
グ3の外周には前方へ開口する溝条4b′があり、
シール材D中の残留空気は、第4図に示すように
浸透剤Xの加圧浸透による押し出し作用で間〓
B3から管周方向に回り、溝条4b′を通つてピグ3
の前方空間に逃出されるから、空気と浸透剤Xの
置換作用が確実に行われて浸透剤Xは、シール材
D中の全域に深く浸透される。この浸透時にはピ
グ1の移動を一時停止あるいは低速状態に速度制
御すると、圧縮コイルスプリング5の作用により
ピグ3がピグ1側に接近しつつ浸透剤Xを加圧し
てシール材D中にゆつくり浸透させ、その浸透作
業がより確実に行われるようになる。 At this time, if there is an air leak in the pipe joint B (or C), the penetrant X will penetrate by pushing out the residual air in the sealing material D, and
If there is no air leakage, the residual air in the sealing material D will be trapped due to the pressurized penetration of the penetrant There is a groove 4b′ that
As shown in Figure 4, the residual air in the sealing material D is removed by the pushing action of the penetrating agent
Pig 3 goes around from B 3 in the pipe circumferential direction and passes through groove 4b'.
Since the penetrating agent X escapes into the space in front of the sealing material D, the substitution effect between the air and the penetrating agent X is reliably performed, and the penetrating agent X is deeply penetrated into the entire area of the sealing material D. During this penetration, if the movement of the pig 1 is temporarily stopped or the speed is controlled to a low speed state, the action of the compression coil spring 5 causes the pig 3 to approach the pig 1 side and pressurize the penetrant X, causing it to slowly penetrate into the sealing material D. This allows the penetration work to be carried out more reliably.
また、ピグ1が管継手部B(あるいはC)を通
過する時には、逆に、ピグ1の前方から溝条4b
を介して再度管継手部Bの間〓B3に浸透剤の充
填がなされ、置換空気があれば、これは溝条4a
を介して後方へと放出される。これによつて一対
のピグ1,3を通す間に2回の浸透剤充填が行わ
れることになる。 Moreover, when the pig 1 passes through the pipe joint part B (or C), conversely, from the front of the pig 1, the groove 4b
If the penetrant is filled again between the pipe joint B 3 through the pipe joint B 3 and there is displacement air, this will be replaced by the groove 4a.
is emitted backwards through the As a result, penetrant filling is performed twice during the passage of the pair of pigs 1 and 3.
1個の管継手部B(あるいはC)に対する浸透
剤Xの含浸作用が終ると、再びピグ1,3を、前
述のロープ2の牽引により既設管A内で移動させ
る。 When the impregnating action of the penetrating agent X on one pipe joint part B (or C) is completed, the pigs 1 and 3 are again moved within the existing pipe A by being pulled by the rope 2 described above.
このような過程を経て、各管継手毎に、浸透剤
Xのシール材Dに対する充填がなされるが、この
間に、残留浸透剤Xの量が減少し、ピグ1とピグ
3との間が移動抵抗および圧縮コイルバネ5の作
用で接近する。 Through this process, the penetrant X is filled into the sealing material D for each pipe joint, but during this time, the amount of residual penetrant They are approached by the action of resistance and compression coil springs 5.
このようにして、第1段階の浸透剤Aの浸透作
用が終ると、次いで第2段階として、第6図およ
び第7図に示すようにピグ1,3の対向空間に高
粘度樹脂のパテ剤Yを充填して、これを前述の要
領で既設管A内で移動させ、磁気センサ7の検知
により位置確認した後、管継手部B(あるいはC)
に対してピグ1,3が第6図の関係位置に移動し
た時、ここで移動を一時停止または低速状態にし
て、ピグ1を牽引ロープ2で牽引し、さらにはそ
の後方空間に加圧空気を与え、パテ剤Yに充填圧
を加える。この場合、間〓B3には先の浸透剤X
の余剰分が残留しているが、溝条4a′を介してピ
グ3の前方から吸引力が作用し、また溝条4a′を
介して充填圧が加わつているので、これが引かれ
て代りにパテ剤Yが充填され、置換が実現でき
る。 In this way, after the penetrating action of the penetrant A in the first stage is completed, in the second stage, as shown in FIGS. After filling Y and moving it within the existing pipe A as described above, and confirming the position by detection by the magnetic sensor 7, move it to the pipe joint B (or C).
When the pigs 1 and 3 move to the relative positions shown in Fig. 6, the movement is temporarily stopped or at a low speed, the pig 1 is pulled by the towing rope 2, and pressurized air is added to the space behind it. and apply filling pressure to the putty agent Y. In this case, between B 3 and the previous penetrant X
However, since the suction force is applied from the front of the pig 3 through the groove 4a' and the filling pressure is applied through the groove 4a', this is pulled out and replaced. Filled with putty agent Y, substitution can be achieved.
そして更に、牽引ロープ2の牽引で管継手部B
(あるいはC)にピグ1が対応する時、溝条4b
を介してパテ剤Yが、充填圧を間〓B3に加えた
状態で、溝条4aが間〓B3に対応するために、
再度浸透剤Xとの置換が達成され、二度目の置
換、充填がなされる。 Furthermore, the pipe joint part B is pulled by the towing rope 2.
(or C), when the pig 1 corresponds to the groove 4b
With the putty agent Y applying the filling pressure to the gap B3 , the groove 4a corresponds to the gap B3 ,
Replacement with penetrant X is achieved again, and a second replacement and filling is performed.
なおこのような施工法では、第1段階で加圧浸
透される浸透剤Xが、第2段階のパテ剤Yの充填
に対して潤滑の役目を果すから、パテ剤Yが高粘
度の樹脂であつても、樹脂充填を確実に達成で
き、それも二度にわたつて置換、充填がなされる
ので、充分な樹脂充填となる。また、管継手部の
間〓表面が凹凸状態の粗面であつてもパテ剤Yの
密着性がよく、浸透剤Xとパテ剤Y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。 In addition, in this construction method, the penetrating agent Even if this happens, resin filling can be achieved reliably, and since the replacement and filling are performed twice, sufficient resin filling can be achieved. In addition, even if the surface between the pipe joints is rough and uneven, the adhesion of the putty agent Y is good, and the dual airtightness of the penetrant X and putty agent Y allows for repairs with a high sealing effect. Ru.
なお、第8図にみられるようにピグ3にも後方
へ延びる牽引ロープ10を設けて、ピグ1を貫通
して後方へ伸ばすことにより、上記牽引ロープ1
0の牽引で、両ピグ1,3間の充填圧を高めるこ
ともできる。 As shown in FIG. 8, the pig 3 is also provided with a towing rope 10 extending rearward, and by passing through the pig 1 and extending backward, the towing rope 10
It is also possible to increase the filling pressure between both pigs 1 and 3 by pulling 0.
上記実施例では、牽引ロープ2による牽引作用
と、ピグ3の既設管Aの内壁に対する摺動摩擦を
利用して、充填圧を高めるようにしたが、他の手
段で上記ピグ1,3間の樹脂に対する充填圧を上
げるようにしてもよいことは勿論である。 In the above embodiment, the filling pressure was increased by utilizing the traction action of the traction rope 2 and the sliding friction of the pig 3 against the inner wall of the existing pipe A, but other means were used to increase the filling pressure. Of course, the filling pressure may be increased.
本発明は、以上詳述したようになるので、両ピ
グの溝条を介して樹脂と管継手部内の空気との置
換、あるいはパテ剤との置換が達成され、それも
前後ピグのそれぞれにおいて二度にわたり達成で
き、樹脂の浸透、充填作用を的確に行なうことが
できる。さらに補修の進行により、ピグ間の樹脂
が減少しても、その減少に対応してピグ間隔を近
づけることができ、常に樹脂を所要の浸透圧、充
填圧をもつて管継手部のシール材内部への加圧浸
透、あるいは継手部間〓への樹脂充填を行うこと
できる。
As described above in detail, the present invention achieves the replacement of the resin with the air in the pipe joint section or the putty agent through the grooves of both the pigs, and this also occurs twice in each of the front and rear pigs. This can be achieved over many times, and the resin penetration and filling action can be performed accurately. Furthermore, as the repair progresses, even if the resin between the pigs decreases, the distance between the pigs can be made closer to accommodate the decrease. Pressurized infiltration into the joints or resin filling between the joints can be performed.
第1図は本発明の一実施例を示す縦断側面図、
第2図はピグの構造およびその使用態様を示す斜
視図、第3図ないし第5図は浸透剤充填の状況を
示す一部拡大縦断面図、第6図および第7図はパ
テ剤充填の状況を示す一部拡大縦断面図、第8図
は別の実施例を示す縦断側面図である。
1……後側ピグ、2……牽引ロープ、3……前
側ピグ、4a,4a′,4b,4b′……溝条、5…
…圧縮コイルスプリング、6……牽引ロープ、7
……磁気センサ、8……ブロツク、9……ウイン
チ、10……牽引ロープ。
FIG. 1 is a vertical sectional side view showing an embodiment of the present invention;
Fig. 2 is a perspective view showing the structure of the pig and how it is used; Figs. 3 to 5 are partially enlarged vertical sectional views showing the state of penetrant filling; Figs. 6 and 7 are putty agent filling. FIG. 8 is a partially enlarged longitudinal sectional view showing the situation, and FIG. 8 is a longitudinal sectional side view showing another embodiment. 1... Rear side pig, 2... Tow rope, 3... Front side pig, 4a, 4a', 4b, 4b'... Groove, 5...
...Compression coil spring, 6...Tow rope, 7
...Magnetic sensor, 8...Block, 9...Winch, 10...Tow rope.
Claims (1)
れ、管内面に気密に接して摺接移動する少なくと
も前後一対のピグを設け、このピグ間に樹脂を充
填して、少なくとも管継手部において充填圧が加
わるようにしたものであつて、 上記両ピグは、それぞれの外周に、端部が移動
方向の前方に開放する溝条と、後方へ開放する溝
条とを、円周方向には互いに連通しないように位
相をずらし、かつ移動方向には両溝条の対向端部
がオーバラツプするように形成すると共に、両ピ
グが相互に接近する方向に作用する圧縮ばねで連
結したことを特徴とする既設管の管継手部補修装
置。 2 上記ピグのうち、後側ピグは牽引ロープで前
方に牽引され、前側ピグは上記牽引ロープに対し
て液密で前後移動自在な可動ピグであることを特
徴とする特許請求の範囲第1項記載の既設管の管
継手部補修装置。 3 上記ピグはそれぞれ、前側ピグは後方牽引ロ
ープに、後側ピグは前方牽引ロープによつて牽引
されるように構成され、相対的に可動であること
を特徴とする特許請求の範囲第1項または第2項
記載の既設管の管継手部補修装置。[Scope of Claims] 1. At least a pair of front and rear pigs that are pulled by a towing rope and slide in airtight contact with the inner surface of the pipe are provided in the pipe of an existing pipe, and a resin is filled between the pigs so that at least the pipe Filling pressure is applied at the joint, and both of the above pigs have grooves on their respective outer peripheries, one with a groove opening toward the front in the direction of movement, and the other with a groove opening toward the rear in the direction of movement. The phases of the two grooves are shifted so that they do not communicate with each other in the direction of movement, and the opposing ends of both grooves are formed to overlap in the direction of movement, and the two pigs are connected by a compression spring that acts in the direction of approaching each other. A pipe joint repair device for existing pipes, which is characterized by: 2 Among the pigs, the rear pig is towed forward by a towing rope, and the front pig is a movable pig that is liquid-tight with respect to the towing rope and can freely move back and forth. Pipe joint repair device for existing pipes as described. 3. Each of the pigs is constructed such that the front pig is towed by the rear tow rope and the rear pig is towed by the front tow rope, and is relatively movable. Or the pipe joint repair device for an existing pipe as described in item 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58055904A JPS59180195A (en) | 1983-03-31 | 1983-03-31 | Device for repairing pipe joint section of existing pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58055904A JPS59180195A (en) | 1983-03-31 | 1983-03-31 | Device for repairing pipe joint section of existing pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59180195A JPS59180195A (en) | 1984-10-13 |
| JPH0160720B2 true JPH0160720B2 (en) | 1989-12-25 |
Family
ID=13012098
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP58055904A Granted JPS59180195A (en) | 1983-03-31 | 1983-03-31 | Device for repairing pipe joint section of existing pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59180195A (en) |
-
1983
- 1983-03-31 JP JP58055904A patent/JPS59180195A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59180195A (en) | 1984-10-13 |
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