JPS5940085A - Method of sealing construction of pipe joint section - Google Patents

Method of sealing construction of pipe joint section

Info

Publication number
JPS5940085A
JPS5940085A JP57151370A JP15137082A JPS5940085A JP S5940085 A JPS5940085 A JP S5940085A JP 57151370 A JP57151370 A JP 57151370A JP 15137082 A JP15137082 A JP 15137082A JP S5940085 A JPS5940085 A JP S5940085A
Authority
JP
Japan
Prior art keywords
pipe
pipe joint
pigs
joint section
sealing construction
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
JP57151370A
Other languages
Japanese (ja)
Other versions
JPH0159479B2 (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 JP57151370A priority Critical patent/JPS5940085A/en
Publication of JPS5940085A publication Critical patent/JPS5940085A/en
Publication of JPH0159479B2 publication Critical patent/JPH0159479B2/ja
Granted legal-status Critical Current

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  • Pipe Accessories (AREA)

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、水道笛、カス管などにお4Jる内面処理過程
で、管継手allの漏洩を防止覆るため、管内側からシ
ーリングJるための、k II J′一部のシーリング
工法に関する。
[Detailed Description of the Invention] The present invention provides sealing from the inside of the pipe in order to prevent leakage of all pipe joints during the internal surface treatment process of water whistles, waste pipes, etc. Regarding the sealing method of the section.

既設ガス配室において、高中ff li給方式にJ:る
供給カスの乾燥化にともない、管継手部のシール口が、
微塵化してガス中に飛敗し、漏洩の原因となることがあ
る。−り記のような管継手部を埋設状態のまま補経づる
方法としては、管内面」−ティング材をそのまま管継手
部のシール材どして使用する方法が知られているが、塗
II!がMいため、継手部の気密(jを保つには充分で
ない。しかし、クールエポキシ樹脂4fどを管内面にバ
ッカーを使用してライニングする11式でも、塗1p、
jが厚くはなるが、粗い充填状態になったシール14を
補強し、漏洩を防11−する効果はない。この場合には
、シール材どライニング層どが実質的に一体化されてい
ないので、この個所からライニング層に亀裂をlトし、
早期に破損しく漏洩が起こる危険がある。
In the existing gas distribution room, due to the drying of the supply waste in the high-medium ffli supply system, the seal opening of the pipe joint
It may turn into fine dust and fly into the gas, causing a leak. A known method for repairing a pipe joint while it is buried is to use the inner surface of the pipe as a sealing material for the pipe joint. ! is not sufficient to maintain the airtightness (j) of the joint.
Although j becomes thicker, it does not have the effect of reinforcing the seal 14, which has become roughly filled, and preventing leakage 11-. In this case, since the sealing material and the lining layer are not substantially integrated, the cracks in the lining layer are removed from this location.
There is a risk of early damage and leakage.

本発明は、L記事情にもとづいてなされたもので、既設
管にJ5いC漏洩の原因個所となる管継手部に対し、管
内側から加圧下で浸透剤をシール材中に浸透し、これを
同化することで、シール材そのものの密度(13よび強
度を高め、@継手部からの亀裂、破損、漏洩を防止しく
qるJ:うにした管継手部のシーリング工法を提供しよ
うどするものである。
The present invention has been made based on the circumstances described in Article L, and is made by infiltrating a penetrant into the sealing material under pressure from the inside of the pipe at the pipe joint, which is the cause of J5C leakage, from the inside of the pipe. By assimilating this, we aim to increase the density (13) and strength of the sealing material itself and prevent cracks, damage, and leakage from the joint. be.

この目的のため、本発明は、周面が管内壁面に気密IJ
接して移動りる 対のピグ′を、連繋ローブでHに連結
し、かつ両ビグ間に浸)A剤を介装しIJ接状態仏・体
内部に挿入し、」二記ビグを適宜の手段C′移動さけ、
両ピグ間に管継手部が位置IJるI)、両ピグを互いに
接近りる方向に加j]−4ることで」記浸透剤を管継手
部に加圧浸透さけることを特徴どづるものである。
For this purpose, the present invention provides an airtight IJ whose peripheral surface is attached to the inner wall surface of the pipe.
Connect the pair of pigs that move in contact with H with connecting lobes, interpose agent A between both pigs, and insert them into the body in contact with IJ. Means C'move;
The penetrant is pressurized and infiltrated into the pipe joint by applying both pigs in the direction toward each other when the pipe joint is located between the two pigs. It is.

以下、本発明の一実施例を図面を尖照()で具体的に説
明する。図にJ3いて、首月I Jjよび2は内部を中
空にしたゴムなどの弾tI1. f4i J、りくcる
球形のピグであり、両前(,1、【」−プ3によって(
jいに連繋されている。上記ビクIJ3J、び2には、
−゛この反対側に牽引1」−14および5が設(]Cあ
る。なA3要すれば上記ローブ4おJ、び5に、ての移
動長さを測定づるための目盛G /J<設()られでい
る9ぞして上記ピグ1おJ:び2を、浦171べき既設
管7内に導入し、この導入に際して)内当な手段で上記
ピグ1および2の間に、比較的粘磨の低い」−ボキシ樹
脂などの液相の浸透剤△を充;紬さける。
Hereinafter, one embodiment of the present invention will be specifically described with reference to the drawings. In the figure, J3, Shuzuki I Jj and 2 are hollow bullets such as rubber bullets tI1. f4i J, is a round spherical pig, with both fronts (,1, [''-pu3 by (
It is connected to j. For the above Bik IJ3J and Bi2,
- On the opposite side there are tractions 14 and 5.A3 If necessary, there is a scale G /J< Introducing the above-mentioned pigs 1 and 2 into the existing pipe 7, which has been installed (9), and comparing the above-mentioned pigs 1 and 2 by a reasonable means. Low target viscosity - Fill with liquid phase penetrants such as boxy resin; avoid pongee.

この状態で牽引lツープ4あるいは5のいり゛れか一方
を牽引して、管内にJ3いてビグ1,2を移動Cせ、管
継手部8が上記ピグ1 a3よび2間に来るようにづる
。この牽引量は、↑3内に導入したテレビカメラなどを
用いて測定してもよいが、予め管■千(、+、置が知ら
れている場合には、牽引に1−ブ4あるい(、L5の目
盛りを読むこと(認知する方法もある。
In this state, pull one of the tow pipes 4 or 5 and move the pipes 1 and 2 with J3 inside the pipe so that the pipe fitting 8 is between the pipes 1, a3 and 2. . This amount of traction may be measured using a TV camera etc. introduced in ↑3, but if the position of the tube is known in advance, 1-bu4 or (There is also a way to recognize this by reading the L5 scale.

この適−正な位置にピグ1 jJ3よび2が移動した状
態で、例えば、一方の管端から圧力[〕1の加1丁刀ス
(加11−空気)、他方の管端から圧力[)、の加圧カ
ス(加圧空気)を供給づると、両ピグIJ>J、び2 
t、t 、 ?7いに接近する方向に加圧移動さ11、
これによって両ピグ1および2間に充ll7(された1
−記浸透剤は、加圧され、麻などよりなる管継手部のシ
ール材9中に浸透、含浸される。
With the pigs 1jJ3 and 2 moved to this appropriate position, for example, apply pressure [ ] 1 (pressure 1 - air) from one pipe end, and apply pressure [ ] from the other pipe end. When the pressurized waste (pressurized air) is supplied, both pigs IJ>J and 2
t,t,? Pressurized movement in the direction approaching 7 11,
This fills the gap between both pigs 1 and 2.
- The penetrant is pressurized and permeates and impregnates the sealing material 9 of the pipe joint made of hemp or the like.

このようにして、1次的に各管絹;手部のシーリングが
完遂された後、管内全体について2次的に内面コーティ
ングを行えば、上記管継手部では」−記内面]−−アイ
ングの際のコーティング層とシール月9とが一体化でき
、ここでは充分な強度どシーリングが達成されることに
イする。
In this way, after the sealing of each pipe joint has been completed, the inner surface of the entire pipe can be coated secondarily. The actual coating layer and the sealing layer 9 can be integrated, and sealing with sufficient strength can be achieved here.

<7 J5、牽引D −”f 4 jJ3よ(f 5(
i’ !li k−Li サftl測用のみに用い、ビ
グ1および2の移動は、カス汀の差P i < P 2
の関係で・行なうJ、うにしUbJ、いことは勿論であ
る。このように、慌・の内側か1)加圧カスを与えるこ
とは、ビグ1おj、び2の面接触部1、s +らの浸透
剤の漏出を■J1する十て右動(ある。
<7 J5, traction D - "f 4 jJ3 (f 5 (
i'! li k-Li is used only for saftl measurement, and the movement of bigs 1 and 2 is based on the difference in scum level P i < P 2
Of course, in relation to J, UbJ, and UbJ. In this way, 1) Applying pressurized waste to the inside of 1) prevents the leakage of the penetrant from the surface contact areas 1 and 2 of 1 and 2. .

なお、管路途中に枝管11がある8!会、1記枝芭11
に6加圧カスを供給し−C1ここへの?u3Δ剤の流出
、コーディング材の流出をl1JI 、+、1.: n
るJ、うに考慮づることは勿論である。
In addition, there is a branch pipe 11 in the middle of the pipe 8! Association, 1st chapter 11
Supply 6 pressurized waste to -C1 here? Outflow of u3Δ agent and outflow of coating material are determined by l1JI, +, 1. : n
Of course, we must take this into consideration.

本発明は、以上詳述したJ、うになり、宣絹′千部に対
して、管内側かlう加Jlトで浸透剤をシール月中に浸
透し、これを固化づることで、シール祠そのものの密度
および強度を高め、−での粘り!、1G℃行われる内面
補修にa3いて、コーティング層どの一体化が達成され
、管継手部からの/[1裂、破損。
The present invention uses the above-described J, Uni, and Senkin'1000 parts to infiltrate a penetrant into the seal from the inside of the tube and solidify it, thereby creating a seal shrine. Increasing the density and strength of the substance, and its stickiness at -! In the internal repair carried out at 1G℃, the integration of the coating layer was achieved, and the pipe joint part was cracked and damaged.

湯1洩を確実に防止できるという優れた効果が14)ら
れる。
14) It has the excellent effect of being able to reliably prevent hot water from leaking.

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

図は本発明の一実施例を示す縦断側面図(ある。 1.2・・・ビグ、3・・・[1−ブ、4.5・・・牽
引[−1−ブ、6・・・目盛、7・・・既設管、8・・
・管継手部、9・・・シール祠、11・・・枝管、Δ・
・・浸透剤。 特許出願人    株式会社 ハラ」−代理人 弁理−
1小 (n 信 浮 量  弁理上  村 井   進
The figure is a vertical sectional side view showing an embodiment of the present invention. Scale, 7... Existing pipe, 8...
・Pipe joint part, 9... Seal shrine, 11... Branch pipe, Δ・
... Penetrant. Patent applicant Hara Co., Ltd. - Agent Patent attorney -
1st grade (n. Susumu Murai, patent attorney)

Claims (1)

【特許請求の範囲】[Claims] 周面が管内壁面に気密に接して移動りる一対のピグを、
連繋ローブで互に連結し、かつ両ビグ間1、:浸透剤を
介装し7j状態で笛体内部に挿入し、上記ビグを適宜の
′f=82で移動ざU−1両ピグ間に管継手部が位置ジ
る時、両ビグをnいに接近4る方向に加圧づることで上
記浸透剤を管継手部に加圧浸透さけることを特徴どする
管用;手部のシーリンク二[法。
A pair of pigs whose peripheral surfaces move in airtight contact with the inner wall surface of the pipe,
They are connected to each other by connecting lobes, and inserted into the pipe body in state 7j with a penetrating agent interposed between the two pigs, and the above-mentioned bigs are moved at an appropriate 'f=82 between the two pigs U-1. When the pipe joint is in position, the penetrating agent is pressurized and infiltrated into the pipe joint by pressurizing the two bigs in a direction approaching each other. [Law.
JP57151370A 1982-08-31 1982-08-31 Method of sealing construction of pipe joint section Granted JPS5940085A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57151370A JPS5940085A (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
JP57151370A JPS5940085A (en) 1982-08-31 1982-08-31 Method of sealing construction of pipe joint section

Publications (2)

Publication Number Publication Date
JPS5940085A true JPS5940085A (en) 1984-03-05
JPH0159479B2 JPH0159479B2 (en) 1989-12-18

Family

ID=15517065

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57151370A Granted JPS5940085A (en) 1982-08-31 1982-08-31 Method of sealing construction of pipe joint section

Country Status (1)

Country Link
JP (1) JPS5940085A (en)

Also Published As

Publication number Publication date
JPH0159479B2 (en) 1989-12-18

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