JPS59188409A - Method for covering inner surface of buried pipe - Google Patents

Method for covering inner surface of buried pipe

Info

Publication number
JPS59188409A
JPS59188409A JP6502183A JP6502183A JPS59188409A JP S59188409 A JPS59188409 A JP S59188409A JP 6502183 A JP6502183 A JP 6502183A JP 6502183 A JP6502183 A JP 6502183A JP S59188409 A JPS59188409 A JP S59188409A
Authority
JP
Japan
Prior art keywords
pipe
plastic
plastic pipe
buried pipe
buried
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.)
Pending
Application number
JP6502183A
Other languages
Japanese (ja)
Inventor
Yasunori Yamashita
泰則 山下
Aiji Iwamoto
岩元 愛二
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.)
Sumitomo Electric Industries Ltd
Original Assignee
Sumitomo Electric Industries 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 Sumitomo Electric Industries Ltd filed Critical Sumitomo Electric Industries Ltd
Priority to JP6502183A priority Critical patent/JPS59188409A/en
Publication of JPS59188409A publication Critical patent/JPS59188409A/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C63/00Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
    • B29C63/26Lining or sheathing of internal surfaces
    • B29C63/34Lining or sheathing of internal surfaces using tubular layers or sheathings
    • B29C63/343Lining or sheathing of internal surfaces using tubular layers or sheathings the tubular sheathing having a deformed non-circular cross-section prior to introduction

Abstract

PURPOSE:To make it possible to form a lining in firm contact with the inner surface of an buried pipe, by deforming at normal temperatures the cross section of a plastic pipe having approximately the same outer diameter as the inner diameter of the buried pipe, heating the deformed pipe, then cooling it thereby it can be readily inserted into the buried pipe, inserting the deformed pipe into the buried pipe, heating the deformed pipe and applying pressure into the deformed pipe. CONSTITUTION:A plastic pipe is deformed into a U-shape, and with the U-shape kept, it is heated and then spontaneously or forcibly cooled to normal temperatures. Thereafter if the plastic pipe is allowed to stand, its deformed cross section can be kept. After this plastic pipe is inserted into a buried pipe, internal pressure is applied or vacuum is applied to the gap between the plastic pipe and the buried pipe to expand the plastic pipe and at the same time the plastic pipe is heated by steam or using a heater or the like up to its melting point. Thus the plastic pipe can restore its circular shape.

Description

【発明の詳細な説明】 〔発明の技術分野〕 本発明は、主として土中等の既設埋設管の機能回復用の
チューブを提供するものである。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention mainly provides a tube for restoring the function of an existing buried pipe in soil or the like.

〔発明の背景〕[Background of the invention]

水道管やガス管には、鋳鉄管、鋼管又はアスベスト管等
が使用されているが、経年変化して、管内面に錆や付着
物が発生し、流量の減少を来したり、管の劣化により、
接続部や欠陥部からの漏水漏ガスが起ったりして大きな
問題となっている。
Cast iron pipes, steel pipes, asbestos pipes, etc. are used for water pipes and gas pipes, but as they age, rust and deposits form on the inner surface of the pipes, resulting in a decrease in flow rate and deterioration of the pipes. According to
Water leakage and gas leakage from connections and defective parts has become a major problem.

これを補修しようとして、埋設管を掘り起し、外面より
保護を加えるか、取り替えることは、費用が莫大である
のみならず、交通を遮断するという問題があり、実施は
非常に困難である。そこで、埋設管を埋設したままで管
の内面を清掃し何らかの被覆を行なうという方法が要望
され、既にいくつかの方法が提案され実施されている。
In order to repair this, digging up the buried pipe and adding protection from the outside or replacing it is not only extremely expensive, but also poses the problem of blocking traffic, making it extremely difficult to carry out. Therefore, there is a need for a method of cleaning the inner surface of the buried pipe and applying some kind of coating to it while the pipe remains buried, and several methods have already been proposed and put into practice.

それらは大きく分けて、短尺(数m)のプラスチック管
を現地溶接しながら挿入するものと、何らかの方法で、
塗料を管内面に付着させるものの2種類である。前者は
相当の手間がかかり、後者は欠陥部を完全に被覆するこ
とが難しいという問題がある。
They can be roughly divided into two types: short (several meters) plastic pipes that are inserted while being welded on-site, and those that are inserted by some method.
There are two types that allow paint to adhere to the inner surface of the tube. The former method requires considerable effort, and the latter method has a problem in that it is difficult to completely cover the defective portion.

そこで、長尺のプラスチック管である1単位の管路に、
連続的に挿入出来、かつ管内面に密着した被覆を形成出
来るものが、あiば非常に好都合である。しかし乍ら、
プラスチック管を例えば100mを一連長として埋設管
内へ挿入するには、プラスチック管の外径が、該埋設管
の内径にほぼ等しい場合、非常に困難である。プラスチ
ック管と埋設管壁の摩擦力のため、挿入引込みの張力が
大きくなり、またたとえ牽引力を大きくして引込むこと
が出来ても、プラスチック管が外傷を与えられるという
問題がある。−刃挿入されたプラスチック管の径が、埋
設管の内径に比べ、小さければ、該プラスチック管は埋
設管内壁に密着させることが困難であり、間隙が生じて
しまう事になる。
Therefore, in one unit of long plastic pipe,
It would be very advantageous to have a device that can be inserted continuously and can form a coating that adheres to the inner surface of the tube. However,
It is very difficult to insert a plastic pipe with a length of, for example, 100 m into a buried pipe when the outside diameter of the plastic pipe is approximately equal to the inside diameter of the buried pipe. Due to the frictional force between the plastic pipe and the wall of the buried pipe, the tension during insertion and retraction becomes large, and even if the traction force can be increased and retraction is possible, there is a problem that the plastic pipe may be damaged. - If the diameter of the plastic pipe into which the blade has been inserted is smaller than the inner diameter of the buried pipe, it is difficult to bring the plastic pipe into close contact with the inner wall of the buried pipe, resulting in a gap.

この場合、該埋設管に欠陥部があれば、外部より雨水等
が浸入すると管の長さ方向に走ることとなり好ましい事
ではない。従ってこの間隙を何らかの手段で埋めるとい
う工程が必要になり、効果的な方法とは言えなくなる。
In this case, if there is a defect in the buried pipe, rainwater or the like will infiltrate from the outside and run along the length of the pipe, which is not preferable. Therefore, a process of filling this gap by some means is required, which cannot be said to be an effective method.

要は、埋設管の内径に等しいか、やや小さい外径を有す
る長尺のプラスチックパイプであって、容易に該埋設管
に挿入出来て、かつ該埋設管壁に密着させることが可能
なものが得られれば、所期の目的に、かなうものになる
わけである。
The key is to have a long plastic pipe that has an outer diameter equal to or slightly smaller than the inner diameter of the buried pipe, that can be easily inserted into the buried pipe, and that can be brought into close contact with the wall of the buried pipe. If obtained, it will serve the intended purpose.

従来行なわれているプラスチック管を挿入、接続する方
法では、例えば100m管では厚さ5柵、300 mm
管では厚さ9 mmのように、厚肉プラスチック管を使
用している。これは挿入時の引張り張力、間隙を埋める
ために使用される七メントミルクの注入圧力等に耐える
ためである。もしも、・プラスチック管を埋設管内壁に
密着させることが出来れば、水道管のように内圧がかか
っても、挿入されたプラスチック管が直接に圧力を受け
ることにならぬので、挿入時の問題がなければ、厚みは
小さくても良いことになる。またガス管の場合は内圧が
小さいため、内面を密着被覆出来れば、厚みについて問
題とならない。ポリエチレン、ポリプロピレン、エチレ
ン−酢酸ビニル共重合体、エチレン−エチルアクリレー
ト共重合体等のホリオレフィン系樹脂より成る管は、常
温では高い強度を有するが、その融点近傍まで温度が上
ると、強度が非常に低下し、容易に変形させることが出
来るという性質がある。また常温においても、厚みの小
さい該プラスチック管であれば、比較的容易に変形させ
ることが、可能である。
In the conventional method of inserting and connecting plastic pipes, for example, a 100m pipe has a thickness of 5 mm and a thickness of 300 mm.
For the tubes, thick-walled plastic tubes with a thickness of 9 mm are used. This is to withstand the tensile force during insertion, the injection pressure of the 7-mention milk used to fill the gap, etc. If the plastic pipe could be brought into close contact with the inner wall of the buried pipe, even if internal pressure is applied like a water pipe, the inserted plastic pipe would not be directly exposed to pressure, so there would be no problems when inserting it. If not, the thickness may be smaller. In addition, in the case of gas pipes, the internal pressure is low, so as long as the inner surface can be tightly coated, the thickness will not be a problem. Pipes made of polyolefin resins such as polyethylene, polypropylene, ethylene-vinyl acetate copolymer, and ethylene-ethyl acrylate copolymer have high strength at room temperature, but when the temperature rises to near their melting point, the strength decreases significantly. It has the property of being easily deformed. Moreover, even at room temperature, if the plastic tube is thin, it can be relatively easily deformed.

〔発明の要約〕[Summary of the invention]

本発明は上記の事実に着目し、埋設管の内径にほぼ等し
い外径を有するプラスチックパイプの断面を常温で変形
させたのちに加熱処理を施し冷却させ埋設管に容易に挿
入できるようにし、挿入復元の形状に復元せしめて該埋
設管内面を被覆する方法を提供するものである。
The present invention focuses on the above-mentioned fact, and after deforming the cross section of a plastic pipe having an outer diameter approximately equal to the inner diameter of the buried pipe at room temperature, heat treatment is performed to cool it so that it can be easily inserted into the buried pipe. The present invention provides a method of restoring the buried pipe to its original shape and coating the inner surface of the buried pipe.

〔発明の詳細な説明〕[Detailed description of the invention]

例えば第1図(イ)において(1)は、漏常の円形断面
を有するプラスチックパイプであるが、厚みが小さけれ
ば第1図(ロ)のように偏平な形をした断面になるよう
につぶすことが可能である。しかし、このままでは長径
が、元のパイプ径より大きくなり、かえって埋設管内に
挿入することは難しいが、第5− 2図(イ)のように、更に2つ折りにすれば、その径は
元のパイプ径の約去に小さくなる。この形状が保持され
れば、埋設管内へ容易に挿入可能となる。
For example, in Figure 1 (a), (1) is a plastic pipe with a leaky circular cross section, but if the thickness is small, it can be crushed to have a flat cross section as shown in Figure 1 (b). Is possible. However, as it is, the long diameter will become larger than the original pipe diameter, making it difficult to insert it into the buried pipe, but if you fold it in half again as shown in Figure 5-2 (a), the diameter will return to the original diameter. It becomes smaller by about the same as the pipe diameter. If this shape is maintained, it can be easily inserted into a buried pipe.

保持する方法としてはプラスチック管でイブの熱可塑性
を利用し、第1図(イ)の円形ツクイブ(1)を加熱処
理し、第2図(イ)の形状に成形し、冷却する方法又は
加熱処理なしで物理的に第2図(イ)の形状となし、そ
の上にプラスチックテープを巻付は固定する方法が考え
られる。加熱成形されたプラスチック管ぐイブは、埋設
管内へ挿入後、プラスチックツクイブの温度を融点まで
上げると同時に内圧をかけることにより、円形に復元可
能である。また第2の方法で、第2図(ロ)のプラスチ
ックテープの厚みを小さくしておけば、バインドされた
プラスチックツクイブを埋設管内に挿入してからノくイ
ブに内圧をかける事により、パイプが円形に復そうとし
て、プラスチックテープ(2)にテンションがかかり、
遂に切断し、テープによる拘束が無くなり、円形断面を
有するパイプが得られる。
The holding method is to utilize the thermoplasticity of the tube in a plastic tube, heat treat the circular tube (1) shown in Figure 1 (a), mold it into the shape shown in Figure 2 (a), and then cool it or heat it. One possible method is to physically form the shape as shown in FIG. 2(A) without any processing, and then wrap and fix plastic tape on top of it. After the thermoformed plastic tube is inserted into a buried pipe, it can be restored to its circular shape by raising the temperature of the plastic tube to its melting point and applying internal pressure at the same time. In addition, in the second method, if the thickness of the plastic tape shown in Figure 2 (b) is made small, the bound plastic tube can be inserted into the buried pipe and then internal pressure can be applied to the tube. As it tries to return to its circular shape, tension is applied to the plastic tape (2).
Finally, it is cut, and the tape is no longer restrained, resulting in a pipe with a circular cross section.

しかし、この方法は埋設管に挿入する際途中で6− バインドプラスチックテープ(2)が切断し、プラスチ
ックパイプ(1)が埋設管内で第1図(イ)及び(ロ)
の如く復元し、挿入が出来なくなる事が生じて来る、一
方加熱されたプラスチックパイプ(1)は内圧を加える
か熱を加えない限り復元しないので、挿入は容易に出来
る。
However, with this method, the 6-bind plastic tape (2) breaks during insertion into the buried pipe, and the plastic pipe (1) is inserted into the buried pipe as shown in Figures 1 (a) and (b).
On the other hand, the heated plastic pipe (1) does not restore its shape unless internal pressure is applied or heat is applied, so it can be easily inserted.

第2図(イ)に示される様な断面形状を有するプラスチ
ックパイプを得る具体的な方法は、第1図(イ)に示さ
れる断面形状のプラスチックパイプを第2図(イ)に示
される断面形状の如くU字型に変形した状態で加熱処理
しく加熱温度はプラスチックパイプの材質によって異な
るが軟化点以上材質の融点まで又はそれ以上に加温させ
る事が望ましい)そのままの状能で自然冷却、又は強制
冷却させ常温きる。
A specific method for obtaining a plastic pipe having a cross-sectional shape as shown in FIG. 2(A) is to convert a plastic pipe having a cross-sectional shape as shown in FIG. The plastic pipe is heated when it is deformed into a U-shape (the heating temperature varies depending on the material of the plastic pipe, but it is preferable to heat it above the softening point to the melting point of the material or higher). Or forcefully cool to room temperature.

このプラスチックパイプを埋設管に挿入した後内圧を加
えるかもしくはプラスチックパイプと埋設管の隙間を減
圧し圧力差を生じさせプラスチックパイプを膨張させる
と同時にプラスチックパイプの温度を蒸気、あるいはヒ
ーター等を用いて融点まで加温する事によりプラスチッ
クパイプを円形に復元させる事が出来る。
After inserting this plastic pipe into the buried pipe, apply internal pressure or reduce the pressure in the gap between the plastic pipe and the buried pipe to create a pressure difference, expand the plastic pipe, and at the same time adjust the temperature of the plastic pipe using steam or a heater. A plastic pipe can be restored to its circular shape by heating it to its melting point.

次にプラスチックパイプを埋設管の内壁に強固に密着さ
せるためには接着剤の使用が望ましく、接着剤としては
、例えば松脂、アスファルト、又はポリアミド系樹脂、
ポリオレフィン樹脂にワックス、粘着付与剤を添加した
もの、その他の高温時溶融し、冷却すると再び固型化し
て、接着剤として、機能するもの、すなわち熱溶融型接
着剤が好ましい。これら接着剤の被覆はあらかじめ、埋
設管の内面に塗布する方法と加熱処理させたプラスチッ
クパイプを埋設管に挿入する時、第3図の如くロール(
4)により第1図(ロ)の形状にして接着剤を塗布した
後挿入する方法がある。前者は塗布工程を設ける必要が
あるが後者は接着剤の塗布と挿入が同時に実施する事が
可能であり、より有利である。又、接着剤塗布時には何
ら熱が加らない為接着剤塗布装置(6)通過后は第2図
(イ)の如く再び復元するので埋設管にスムースに挿入
する事ができる。
Next, in order to firmly adhere the plastic pipe to the inner wall of the buried pipe, it is desirable to use an adhesive. Examples of adhesives include pine resin, asphalt, polyamide resin,
Preferred are polyolefin resins with wax and tackifier added thereto, and other adhesives that melt at high temperatures, solidify again when cooled, and function as adhesives, that is, hot-melt adhesives. These adhesive coatings are applied in advance to the inner surface of the buried pipe, and when the heat-treated plastic pipe is inserted into the buried pipe, the adhesive is coated with a roll (as shown in Figure 3).
According to 4), there is a method of forming the shape as shown in FIG. 1 (b) and inserting it after applying adhesive. The former requires a coating step, but the latter is more advantageous because it allows the adhesive to be applied and inserted at the same time. Moreover, since no heat is applied during adhesive application, the adhesive returns to its original state after passing through the adhesive applicator (6) as shown in FIG. 2(a), so it can be smoothly inserted into the buried pipe.

本発明における後者のプラスチックパイプの変形、加熱
処理、冷却後の工程について、図面に従い更に詳細に説
明する。第3図は、その工程の一例であり、断面U字型
に変形されたプラスチックパイプ(1)は、プラスチッ
クパイプサプライ(3)から供給されたAの段階におい
ては、U字型の断面(7)を保持されている。このU字
型のプラスチックパイプの断面は、ロール(4)を通過
すると、拡げられて接着剤塗布装置(5)に導入される
。接着剤塗布装置内のBの段階では、プラスチックパイ
プの断面(8)は偏平に拡がった形状となっているので
、プラスチックパイプ(1)の表面全体に接着剤が塗布
される。接着剤塗布装置(5)を出たところで、プラス
チックパイプ(1)は均一ロール(4)を通過して、余
分な接着剤は除去され、塗布された接着剤を均一にする
。然る後、プラスチックパイプ(1)は、接着剤が塗布
されたまま再びU字型に変形し、埋設管(6)に挿入さ
れる。
The latter process of plastic pipe deformation, heat treatment, and cooling in the present invention will be explained in more detail with reference to the drawings. Fig. 3 shows an example of the process, in which a plastic pipe (1) deformed into a U-shaped cross section is supplied from a plastic pipe supply (3) at stage A, where the plastic pipe (1) has a U-shaped cross section (7 ) are retained. After passing through the rolls (4), the U-shaped plastic pipe cross section is expanded and introduced into the adhesive applicator (5). At stage B in the adhesive applicator, the cross section (8) of the plastic pipe has a flattened shape, so the adhesive is applied to the entire surface of the plastic pipe (1). Upon exiting the adhesive applicator (5), the plastic pipe (1) passes through a uniforming roll (4) to remove excess adhesive and homogenize the applied adhesive. Thereafter, the plastic pipe (1) is deformed into a U-shape again while the adhesive is still applied, and is inserted into the buried pipe (6).

=9− この変形は、先の工程において変形された際に変形が記
憶されているために、特に力を加えなくとも行なわれる
。(9)はCの段階において再び変形したプラスチック
パイプの断面である。
=9- This deformation can be performed without applying any particular force because the deformation from the previous step is memorized. (9) is a cross section of the plastic pipe that was deformed again at stage C.

またプラスチックパイプは、例えばポリオレフィン系樹
脂使用の場合、予め架橋されている事が好ましく架橋さ
れたパイプを用いると埋設管に挿入後、加熱時に融けて
しまう恐れがなく、また挿入を容易にするための加熱に
よる断面形状変更を架橋後に行なえば、再加熱により元
の形状に復し易いので、非架橋品より作業上有利である
In addition, if the plastic pipe is made of polyolefin resin, for example, it is preferable that the pipe be cross-linked in advance, since if a cross-linked pipe is used, there is no risk of it melting when heated after being inserted into the buried pipe, and it also makes insertion easier. If the cross-sectional shape is changed by heating after crosslinking, it is easier to return to the original shape by reheating, which is more advantageous in terms of work than non-crosslinked products.

す、上述べたように、本発明方法により構成される材料
は、内面を清掃された既設埋設管内に挿入が容易であり
、それが挿入された後、適当な手段で加熱され、かつ内
部に圧力がかけられる事により、円形断面となり、埋設
管内面に密着し、被覆を形成するので、短時間にかつ容
易に既設埋設管の機能回復を果すことが可能であり、既
設埋設管の漏水、漏ガス、悪水の侵入、赤水発生等を有
効に防止し得る利点がある。
As mentioned above, the material constructed by the method of the present invention can be easily inserted into an existing buried pipe whose inner surface has been cleaned, and after it is inserted, it is heated by an appropriate means and heated inside. When pressure is applied, the cross section becomes circular and it adheres to the inner surface of the buried pipe, forming a coating, so it is possible to quickly and easily restore the functionality of the existing buried pipe, and prevent water leakage from the existing buried pipe. It has the advantage of effectively preventing gas leakage, intrusion of bad water, generation of red water, etc.

10−10-

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

第1図(イ)は通常のプラスチックパイプの断面図、(
ロ)は偏平に変形した該パイプの断面図、第2図(イ)
は本発明において変形させたプラスチックパイプの断面
図、(ロ)は物理的に折り曲げその上にバインドテープ
を巻き付けたプラスチックチューブの斜視図、第3図は
接着剤を塗布しながら埋設管にプラスチックパイプを挿
入している具体的な例及び接着剤装置におけるプラスチ
ックパイプの断面変化図を示す。 (1)・・・プラスチックパイプ、(2)・・・プラス
チックテープ、(3)・・プラスチックパイプサプライ
、(4)・・・ロール、碩・・・均一ロール、(5)・
・・接着剤塗布装置、(6)・・埋設管、(7)・・・
ロールに入る前(3)のプラスチックパイプの断面図、
(8)・・・接着剤塗布中小)のプラスチックパイプの
断面図、(9)・・・接着剤塗布層(C)のプラスチッ
クパイプの断面図 代理人弁理士 上 代 哲 司 11− 箸10 (イ)            1口)″A:3図
Figure 1 (a) is a cross-sectional view of an ordinary plastic pipe, (
B) is a cross-sectional view of the pipe that has been deformed into a flattened shape, and Figure 2 (A)
1 is a cross-sectional view of a plastic pipe deformed in the present invention, (b) is a perspective view of a plastic tube that has been physically bent and a bind tape is wrapped around it, and FIG. A specific example of inserting a plastic pipe and a cross-sectional diagram of a plastic pipe in an adhesive device are shown. (1)...Plastic pipe, (2)...Plastic tape, (3)...Plastic pipe supply, (4)...Roll, 碩...Uniform roll, (5)...
...Adhesive applicator, (6)...Buried pipe, (7)...
Cross-sectional view of the plastic pipe before entering the roll (3),
(8)...Cross-sectional view of a plastic pipe with adhesive coating (medium and small), (9)...Cross-sectional view of a plastic pipe with adhesive coating layer (C) Representative Patent Attorney Tetsu Tsukasa Kamiyo 11- Chopsticks 10 ( b) 1 unit) ″A: 3 diagrams

Claims (3)

【特許請求の範囲】[Claims] (1)プラスチックパイプの外径を埋設管内に挿入が容
易な形状に変形し、プラスチックの軟化点以上に加熱処
理したのち冷却し、次いで該プラスチックパイプを上記
埋設管内に挿入し、該プラスチックパイプの元の形状に
復元せしめて上記埋設管の内面を被覆することを特徴と
する埋設管内面被覆方法。
(1) Transform the outer diameter of the plastic pipe into a shape that can be easily inserted into the buried pipe, heat-treat it above the softening point of the plastic, cool it, then insert the plastic pipe into the buried pipe, and A method for coating the inner surface of a buried pipe, characterized in that the inner surface of the buried pipe is coated by restoring it to its original shape.
(2)変形が、プラスチックパイプを偏平にし、次いで
該パイプの長手方向に沿って折り曲げて為される特許請
求の範囲第(1)項記載の埋設管内面被覆方法。
(2) The method for coating the inner surface of a buried pipe according to claim (1), wherein the deformation is performed by flattening the plastic pipe and then bending the pipe along its longitudinal direction.
(3)プラスチックパイプが、架橋ポリオレフィン樹脂
より成る特許請求の範囲第(1)項記載の埋設管内面被
覆方法。
(3) A method for coating the inner surface of a buried pipe according to claim (1), wherein the plastic pipe is made of a crosslinked polyolefin resin.
JP6502183A 1983-04-12 1983-04-12 Method for covering inner surface of buried pipe Pending JPS59188409A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6502183A JPS59188409A (en) 1983-04-12 1983-04-12 Method for covering inner surface of buried pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6502183A JPS59188409A (en) 1983-04-12 1983-04-12 Method for covering inner surface of buried pipe

Publications (1)

Publication Number Publication Date
JPS59188409A true JPS59188409A (en) 1984-10-25

Family

ID=13274899

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6502183A Pending JPS59188409A (en) 1983-04-12 1983-04-12 Method for covering inner surface of buried pipe

Country Status (1)

Country Link
JP (1) JPS59188409A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6418626A (en) * 1987-07-13 1989-01-23 Osaka Bosui Kensetsusha Kk Technique for inserting plastic tube for inner lining in tubular path
JPH0392330A (en) * 1989-09-06 1991-04-17 Japan Steel & Tube Constr Co Ltd Lining material for reversal lining and preparation thereof
JPH03104625A (en) * 1989-09-18 1991-05-01 Osaka Bosui Constr Co Ltd Dispensing technique for space in duct
WO1998009797A1 (en) * 1996-09-05 1998-03-12 United Utilities Plc Method and apparatus for lining a conduit
JPH11342540A (en) * 1998-04-02 1999-12-14 Tokyo Gas Co Ltd Method for inserting lining plastic pipe into pipeline

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6418626A (en) * 1987-07-13 1989-01-23 Osaka Bosui Kensetsusha Kk Technique for inserting plastic tube for inner lining in tubular path
JPH0392330A (en) * 1989-09-06 1991-04-17 Japan Steel & Tube Constr Co Ltd Lining material for reversal lining and preparation thereof
JPH03104625A (en) * 1989-09-18 1991-05-01 Osaka Bosui Constr Co Ltd Dispensing technique for space in duct
WO1998009797A1 (en) * 1996-09-05 1998-03-12 United Utilities Plc Method and apparatus for lining a conduit
EP1108524A1 (en) * 1996-09-05 2001-06-20 United Utilities PLC Method and apparatus for lining a conduit
JPH11342540A (en) * 1998-04-02 1999-12-14 Tokyo Gas Co Ltd Method for inserting lining plastic pipe into pipeline

Similar Documents

Publication Publication Date Title
US5735554A (en) Tube conduit connection and method of producing the same from polyolefins
US5720834A (en) Method for covering a pipeline by wrapping
US3261374A (en) Method and means for sealing leaking pipes
NO311952B1 (en) Process for the preparation of a polyolefin pipeline compound and such a pipeline compound
JPS59188409A (en) Method for covering inner surface of buried pipe
US3554999A (en) Method of making a shrink device
GB2136524A (en) Reinsulation of pipe joints
JPS5888281A (en) Method of coating construction of inner surface of buried pipe
WO1996028683A1 (en) Pipe joint covering
JPS5887015A (en) Forming method of protective cover layer on connected section of covered steel pipe
JPS5824679A (en) Method of construction of coating inner surface of laid pipe
JPS608392B2 (en) Tube inner surface coating method
JP2004130669A (en) Method of producing multiple layer-coated curved metal pipe
JPH11333934A (en) Regeneration of existing piping
JPS5983882A (en) Method of coating inner surface of pipe
JPS597674Y2 (en) welding filling material
JPH0257323A (en) Lining method for inner face of tube
JP3400955B2 (en) Existing pipe rehabilitation pipe and existing pipe rehabilitation repair method
MXPA01006726A (en) A pipe liner, a liner product and methods for forming and installing the liner.
JPH11170367A (en) Method for lining inside of pipe
US4298641A (en) Heat recoverable article
RU2031795C1 (en) Method and apparatus to line metallic pipeline with plastic shell
JPH07178816A (en) Inserting resin pipe used for repair of existing pipeline and repairing thechniqe thereof
JPH039360B2 (en)
JP2712050B2 (en) Inversion lining method