JPS5940086A - Method of sealing construction of pipe joint section - Google Patents

Method of sealing construction of pipe joint section

Info

Publication number
JPS5940086A
JPS5940086A JP57151375A JP15137582A JPS5940086A JP S5940086 A JPS5940086 A JP S5940086A JP 57151375 A JP57151375 A JP 57151375A JP 15137582 A JP15137582 A JP 15137582A JP S5940086 A JPS5940086 A JP S5940086A
Authority
JP
Japan
Prior art keywords
pipe
pipe joint
existing
joint section
penetrant
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
JP57151375A
Other languages
Japanese (ja)
Other versions
JPS6410714B2 (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 JP57151375A priority Critical patent/JPS5940086A/en
Publication of JPS5940086A publication Critical patent/JPS5940086A/en
Publication of JPS6410714B2 publication Critical patent/JPS6410714B2/ja
Granted legal-status Critical Current

Links

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】 本光明は、水道管、刀ス管などにJ30イ、内面叫梗過
稈て、管継す部の漏洩を防Jl−Jるため、己内側から
シーリング覆るだめの、↑ヘイl″r十部のシーリング
工法ムに関づる。
[Detailed Description of the Invention] This light is designed to cover water pipes, gas pipes, etc. with a seal from the inside in order to prevent internal leakage and leakage at the pipe joint. , ↑Relates to the sealing method of 10 parts.

既設ガス配管におい(、へ中/B fハ給り式ににる供
給ガスの乾燥化にどしない、管継手部のシール梢が、微
塵(ヒしてカス中に飛11にシ1.届j曳の原因どなる
ことがある。上記のよ)な管継′「部を埋設状態のまま
、補階す°る方法としては、シール何に月して浸透剤を
含浸さU、その上から]−ティング剤を塗着することが
々えられている。この場合、管継手部の位置を内側から
確認する方法として7レビカメラを(山川Cさるけれど
、既設笛径にJ、っでは上記テレビカメラの使用が困難
である場合があり、また、取扱いに細心の注意が必要で
1作業者は相当の熟練を要Jる。また、テレビカメラの
故障にJ、って作業が全く中断しでしJl、うこともあ
る。
Due to the drying of the gas supplied to the existing gas piping system, the seal tops at the pipe joints may be blown into the dust and reach 11. What could be the cause of this?To repair the pipe joint (as described above) while it is still buried, seal it and impregnate it with a penetrant, and then ] - It is often the case that a coating agent is applied to the pipe joint.In this case, as a way to check the position of the pipe joint from the inside, use a 7-Level camera (Yamakawa C, but J on the existing pipe diameter, then the above TV). Cameras can be difficult to use, and must be handled with great care, requiring considerable skill on the part of the operator.Furthermore, if a TV camera breaks down, work can be completely interrupted. Yes, sometimes.

本発明(311、−1二記事情にもとづいてなされたも
ので、管継手部の位置が、旋■時の配管図<iどC1前
に確認されている場合には、ピグを牽引づる牽。
The present invention (311, -1) has been made based on the circumstances described in Section 2, and if the position of the pipe joint part is confirmed before turning the piping diagram <i C1, .

引II−〕の引出し扇で、管継手位置に対応りるピグの
位置を認定し、シール4Aに対する浸透剤の含浸などが
行えるようにした管継手部のシーリング工法を提供しよ
うとJるものである。
This paper aims to provide a sealing method for pipe joints in which the position of the pig corresponding to the position of the pipe joint can be certified using the drawer fan of [Draw II-], and the seal 4A can be impregnated with a penetrant. be.

この目的のため、本発明は、複数のビグを連繋ローブで
接続し、上記ビグ間の空間に浸透剤、」−−)rング剤
を介装して既設管内にa31ブるF tri手部のシー
リング、管内面のコーティングを(ユなうものに83い
て、上記ビグを牽引量るIN−プの移動量を既設管外で
S1測し、管継手部位置を認定りるようにしたことを特
徴とりるらのである、。
For this purpose, the present invention connects a plurality of vigs with interconnecting lobes, and inserts a penetrating agent into the space between the vigs to insert an A31 bulge into the existing pipe. sealing and coating on the inner surface of the pipe (in addition, the amount of movement of the IN-P that pulls the above-mentioned VIG was measured at S1 outside the existing pipe, and the position of the pipe joint was certified. Features:

以下、本発明の一実施例を、図面を禽照して具体的に説
明づる。図にJ3い−C11°J号+ J3よび2は内
部を中空にしたゴノ、41どの弾1’l−休にりなる球
形のビグであり、両者tJ: D−グ3にJ、−、)−
(rjいに連繋されている。上記ビグT d5よび2に
(よ、イの反荊側に悴引ロープ4および5が設(]てあ
り、(のローブ4,5の端部は既設管6外に延出さけで
ある。−[記既設管6の外では例えば、上記牽引1」−
ブ4および5を巻回保持Jるドラ117J>J、び8を
股(プ、その逆数ドラム7.8の前段にIJビピン[」
−ラ9,10を配設づる。そして[−記ビンブローフ9
おJ:び10には回転H1が取fur IJてあ一〕て
、回転数ににつで、牽引「:1−ノ”4.5の巻込み昂
を粋出できるJ:うになっている、、すお、牽引ロープ
4 、 !。
Hereinafter, one embodiment of the present invention will be specifically described with reference to the drawings. In the figure, J3-C11°J + J3 and 2 are hollow gonos, 41 which bullets are spherical bigs with a rest, and both tJ: D-G3 is J, - ,)−
(The ropes 4 and 5 are connected to the above big T d5 and 2. The ropes 4 and 5 are installed on the opposite side of the big T d5 and 2. 6. -[Outside the existing pipe 6, for example, the above-mentioned tow 1''-
Winding and holding drums 4 and 5, the drum 117J>J, and 8 are placed on the front stage of the reciprocal drum 7.8.
- Layers 9 and 10 are installed. and [-Bimblov 9
The rotation H1 is attached to the J: and 10, and the rotation speed increases to achieve the best traction of 4.5. ,,Towing rope 4,! .

とピンチ[1−ラ9,10との間で滑りを生ずると、S
1測に誤差を生ずるので、牽引(」−ゾ4.5に目盛を
イ」シて、その誤差を読みとれるJ、うにしてもよい。
If slippage occurs between the and the pinch [1-ra 9, 10, S
Since there will be an error in each measurement, you may want to mark the scale at 4.5 so that you can read the error.

また、牽引ロープ4,5に節を設りて、上記節がピンチ
]」−ラ9,10に予め設けlJ係合溝に嵌入づ−るこ
とで、滑り止めとしてもよい。
Alternatively, the tow ropes 4 and 5 may be provided with knots, and the knots may be provided in advance on the runners 9 and 10 and fitted into the lJ engagement grooves to prevent slipping.

イして上記ビグ1および2を、補修すべき既設管G内に
導入し、この導入に際して適当な手段で1記ピグ1およ
び2の間に、比較的粘度の低い■ボギシ樹脂などの液相
の浸透材Aを充満さける。
Then, the above-mentioned Vigs 1 and 2 are introduced into the existing pipe G to be repaired, and during this introduction, a liquid phase of relatively low viscosity such as Fill with penetrating material A.

この状態で牽引ロー14あるいは5をドラム7、あるい
は80巻取り動作で牽引し、ビグ133よび2を移動し
、管継手部11が上記ビグIJ3よび2の間にくるよう
に覆る。この牽引量はピンチローラ9あるいは10に設
【ノた回転劇で計測される。通常、管継手部は、既設管
の管方向において5メー1−ルあるいは6メートルmに
位置し、この管継手iQ首が施工時の配管図などで事前
に確認されている場合は、上記ローブの牽引量で管継手
位置にビグ1゜2間を対応させることができる。
In this state, the pulling row 14 or 5 is pulled by the drum 7 or 80 winding operation, the bigs 133 and 2 are moved, and the pipe joint part 11 is covered between the above-mentioned bigs IJ3 and 2. This amount of traction is measured by a rotation set on the pinch roller 9 or 10. Normally, the pipe joint is located 5 meters or 6 meters in the direction of the existing pipe, and if the pipe joint iQ neck is confirmed in advance on the piping diagram at the time of construction, the above-mentioned lobe With a pulling amount of , it is possible to match the pipe joint position with a width of 1°2.

この状態で、例えば、 hの管端から圧力P1の加圧ガ
スを、他方の管端から同じ(圧力P1の加圧ガスを導入
して、既設管内でビグ1および2を相Uに接近さμるこ
とにより、τの間の浸透剤Δに浸透圧を加えて、管継手
部11のシール月121J対して上記浸透剤を含浸させ
る。
In this state, for example, pressurized gas at pressure P1 is introduced from the pipe end h and pressurized gas at the same pressure P1 is introduced from the other pipe end to bring bigs 1 and 2 close to phase U in the existing pipe. By applying osmotic pressure to the penetrant Δ between τ, the seal 121J of the pipe joint 11 is impregnated with the penetrant.

このような作業を繰返して、処理jべき既設管内の各管
継手部につき、浸透剤の含浸作用をなした後、さらに必
要に応じてエボAシ樹脂イ「どの」−アイング剤による
管内面塗IIQの形成を行うのである。
After repeating this process to impregnate each joint in the existing pipe to be treated with the penetrant, the inner surface of the pipe may be coated with an Evo-A resin agent. It forms IIQ.

このように、本発明によれば、既設管の管継J部のシー
リング施工にあたり、管gf部のlr/ ’?Jが、施
工時の配管図などで事前に確認されている場合、ビグを
牽引する牽引ロープの引出し量で、管継手位置に対応づ
るビグの位置を認定することがでさるから、特別なテレ
ビカメラなどを用いて管継手位置を確認する必要がなく
、しかしビグを牽引するロープを利用することe施■装
厘し簡単となり。
As described above, according to the present invention, when sealing the pipe joint J section of an existing pipe, lr/'? of the pipe gf section? If J is confirmed in advance using piping diagrams etc. at the time of construction, the position of the VIG that corresponds to the pipe joint position can be certified by the amount of pull out of the towing rope that pulls the VIG, so a special TV will be used. There is no need to use a camera or the like to check the pipe joint position, but using a rope to pull the VIG makes it easy to install.

簡略な手段で既設管に(15ける管継手位置のシール材
に対し浸透剤の含浸など、管継手部にJjlプるガスの
漏洩などを防止することができる。
It is possible to prevent gas leakage at the pipe joint by impregnating the sealing material at the pipe joint with a penetrant through simple means.

またビグを牽引ロープにより移動させる場合は、移動過
程にJ3いてビグ間に圧縮作用が生起しないので、例え
ば支管に枝管が分岐されていくような場合、その枝管に
浸透剤が流出する不都合が避(プられる。
In addition, when moving the bigs with a tow rope, there is no compression between the bigs during the movement process, so if a branch pipe is branched into a branch pipe, for example, there is a problem that the penetrant may flow into the branch pipe. is avoided.

【図面の簡単な説明】 第1図は本発明の一実施例を示づ縦断側面図、第2図は
浸透剤を含浸さUでいる状態を承り縦断側面図である。 1.2・・・ビグ、3・・・【−1−ブ、4,5・・・
牽引0−ブ、7,8・・・ドラム、9,10・・・ピン
チローラ、11・・・管継手部、12・・・シール材、
6・・・既設管特許出願人    株式会社 ハツコー
代理人 弁理士  小 橋 信 浮
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a longitudinal sectional side view showing an embodiment of the present invention, and FIG. 2 is a longitudinal sectional side view of the device impregnated with a penetrant. 1.2...big, 3...[-1-bu, 4,5...
Traction 0-bu, 7, 8... Drum, 9, 10... Pinch roller, 11... Pipe joint part, 12... Seal material,
6... Existing pipe patent applicant Hatsuko Co., Ltd. Agent Patent attorney Nobuuki Kobashi

Claims (1)

【特許請求の範囲】[Claims] ?a数のビグを3!!繋1−1−ブで接続し・、−1記
ビグ間の空間に浸透剤、 ml−テrング剤を介装して
既設管内にお1プる管継手部のシーリンク、筒内面の一
]−アイングを行なうものにJjいて、I、記ビグを牽
引づるn−ブの移動目lを既設笛夕IC古1測し、宣柑
手部位置を認定りるJ、)にしたことを−1″I徴とり
る管継手部のシーリング工法。
? A number of big 3! ! Sealink of the pipe fitting part that is connected to the pipe joint 1-1-b and inserted into the existing pipe by inserting a penetrant agent and a ml-tension agent in the space between the pipes mentioned in -1, and the inner surface of the cylinder. 1] - I was at the person doing the aing, measured the movement of the n-bu towing the ignition, and determined the position of the existing flute IC. A sealing method for pipe joints that takes -1″I.
JP57151375A 1982-08-31 1982-08-31 Method of sealing construction of pipe joint section Granted JPS5940086A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57151375A JPS5940086A (en) 1982-08-31 1982-08-31 Method of sealing construction of pipe joint section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57151375A JPS5940086A (en) 1982-08-31 1982-08-31 Method of sealing construction of pipe joint section

Publications (2)

Publication Number Publication Date
JPS5940086A true JPS5940086A (en) 1984-03-05
JPS6410714B2 JPS6410714B2 (en) 1989-02-22

Family

ID=15517179

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57151375A Granted JPS5940086A (en) 1982-08-31 1982-08-31 Method of sealing construction of pipe joint section

Country Status (1)

Country Link
JP (1) JPS5940086A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55132487A (en) * 1979-03-30 1980-10-15 Riyuuji Hosokawa Confirming method of coupling position in pipe and supervising method of film coated on inner face of pipe

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55132487A (en) * 1979-03-30 1980-10-15 Riyuuji Hosokawa Confirming method of coupling position in pipe and supervising method of film coated on inner face of pipe

Also Published As

Publication number Publication date
JPS6410714B2 (en) 1989-02-22

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