JPH0592485A - Pipe lining material and inversion method thereof - Google Patents
Pipe lining material and inversion method thereofInfo
- Publication number
- JPH0592485A JPH0592485A JP3281976A JP28197691A JPH0592485A JP H0592485 A JPH0592485 A JP H0592485A JP 3281976 A JP3281976 A JP 3281976A JP 28197691 A JP28197691 A JP 28197691A JP H0592485 A JPH0592485 A JP H0592485A
- Authority
- JP
- Japan
- Prior art keywords
- lining material
- pipe
- pipe lining
- supplied
- aged
- 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
Links
Landscapes
- Pipe Accessories (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
Abstract
(57)【要約】
[目的] 小型・コンパクトな装置で簡単に反転するこ
とができる管ライニング材及び該管ライニング材の反転
方法を提供すること。
[構成] 硬化性樹脂を含浸し、反転前にその外周部
に、圧縮空気の供給を受けて膨張する密閉袋体2,3を
部分的に取り付けて構成される管ライニング材1の一部
を水圧によって老朽管10内に反転挿入した後、前記密
閉袋体2,3に圧縮空気を供給して該密閉袋体2,3を
老朽管10(管ライニング材1)内で膨張させることに
よって、老朽管10内に挿入された管ライニング材1の
内部に密閉空間S1,S2を形成し、密閉空間S1内に
圧縮空気を供給して管ライニング材1を老朽管10内で
順次反転させる(第1発明)。本方法によれば、老朽管
10内に挿入された管ライニング材1内に密閉空間S
1,S2が形成されるため、地上に設置された反転装置
が小型・コンパクト化し、作業性良く、且つ能率的に反
転作業を行なうことができる。
(57) [Summary] [Object] To provide a pipe lining material that can be easily inverted with a small and compact device, and a method for inverting the pipe lining material. [Structure] A part of the pipe lining material 1 which is formed by impregnating a curable resin and partially attaching the sealing bags 2 and 3 which are expanded by receiving the supply of compressed air to the outer peripheral portion thereof before inversion. After inserting the inside of the aged pipe 10 by water pressure, compressed air is supplied to the sealed bags 2 and 3 to expand the sealed bags 2 and 3 in the aged pipe 10 (pipe lining material 1). The sealed spaces S1 and S2 are formed inside the pipe lining material 1 inserted into the aged pipe 10, and compressed air is supplied into the sealed space S1 to sequentially invert the pipe lining material 1 in the aged pipe 10 ( 1 invention). According to this method, the closed space S is provided in the pipe lining material 1 inserted in the deteriorated pipe 10.
Since 1 and S2 are formed, the reversing device installed on the ground can be made small and compact, and the reversing work can be performed efficiently and efficiently.
Description
【0001】[0001]
【産業上の利用分野】本発明は、老朽管をライニングし
て補修する管路補修工法に用いられる管ライニング材及
び該管ライニング材の反転方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe lining material used in a pipeline repairing method for lining and repairing an aged pipe, and a method for inverting the pipe lining material.
【0002】[0002]
【従来の技術】地中に埋設された下水道管等の管路が老
朽化した場合、該管路を掘出することなくその内周面に
ライニングを施して当該老朽管を補修する管路補修工法
が既に提案され(例えば、特開昭60−242038号
公報参照)、実用に供されている。即ち、この管路補修
工法は、可撓性の樹脂吸収材に硬化性樹脂を含浸せしめ
て成る管ライニング材を流体圧によって管路内に反転さ
せながら挿入するとともに、これを老朽管の内周面に押
圧し、この状態を保ったまま管ライニング材を加温等し
てこれに含浸された前記硬化性樹脂を硬化させ、硬化し
た管ライニング材で老朽管の内周面をライニングする方
法である。2. Description of the Related Art When a pipeline such as a sewer pipe buried in the ground is deteriorated, a lining is applied to the inner peripheral surface of the pipeline without excavating the pipeline to repair the deteriorated pipeline. A construction method has already been proposed (see, for example, Japanese Patent Laid-Open No. 60-242038) and put to practical use. That is, this pipe repairing method involves inserting a pipe lining material, which is made by impregnating a flexible resin absorbent material with a curable resin, into the pipe line while reversing it by fluid pressure, and By pressing against the surface, heating the pipe lining material while maintaining this state to cure the curable resin impregnated in it, and lining the inner peripheral surface of the aged pipe with the cured pipe lining material is there.
【0003】ところで、斯かる管路補修工法において
は、管ライニング材を反転させるために利用される流体
圧としては、水圧又は空気圧が採用されている。図4乃
至図6に従来から用いられている反転方法を示す。By the way, in such a pipeline repairing method, water pressure or air pressure is adopted as the fluid pressure used for reversing the pipe lining material. 4 to 6 show a conventional inversion method.
【0004】即ち、図4に示す方法は水圧を利用して反
転させる方法であって、この方法では反転された管ライ
ニング材101の内部に水が注入され、管ライニング材
101は水圧によって順次反転されながら老朽管110
内に挿入される。That is, the method shown in FIG. 4 is a method of reversing by utilizing water pressure. In this method, water is injected into the reversed pipe lining material 101, and the pipe lining material 101 is sequentially reversed by water pressure. Aged pipe 110
Inserted inside.
【0005】又、図5に示す方法は空気圧を利用して反
転する方法であって、この方法では管ライニング材10
1の全体が密閉容器120内に収納され、管ライニング
材101は密閉容器120内に供給される圧縮空気の圧
力によって順次反転されながら老朽管110内に挿入さ
れる。Further, the method shown in FIG. 5 is a method of reversing by utilizing air pressure. In this method, the pipe lining material 10 is used.
The whole 1 is housed in a closed container 120, and the pipe lining material 101 is inserted into the aged pipe 110 while being sequentially reversed by the pressure of the compressed air supplied into the closed container 120.
【0006】更に、図6に示す方法は水圧と空気圧を併
用するU字管式の反転方法であって、この方法では管ラ
イニング材101はU字状の容器130内の水を通過し
てその端部は折り返されて容器130の一端開口部に取
り付けられている。而して、管ライニング材101内に
は容器130内の水で気密に区画される密閉空間Sが形
成され、この密閉空間S内に圧縮空気が供給されること
によって、管ライニング材101は圧縮空気の圧力を受
けて順次反転されながら老朽管110内に挿入される。
尚、このときの密閉空間Sの内圧(反転圧力)をPとす
れば、容器130内の水はΔh=P/γ(γは水の比重
量)のヘッド差を生じる。Further, the method shown in FIG. 6 is a U-shaped tube reversal method using both water pressure and air pressure. In this method, the pipe lining material 101 passes through the water in the U-shaped container 130 and its The end is folded back and attached to the one end opening of the container 130. Thus, a sealed space S that is airtightly partitioned by water in the container 130 is formed in the pipe lining material 101, and compressed air is supplied into the sealed space S, whereby the pipe lining material 101 is compressed. It is inserted into the aged pipe 110 while being sequentially inverted under the pressure of air.
If the internal pressure (reversal pressure) of the closed space S at this time is P, the water in the container 130 has a head difference of Δh = P / γ (γ is the specific weight of water).
【0007】[0007]
【発明が解決しようとする課題】しかしながら、図4に
示す水圧を利用する方法にあっては、1Kg/cm2の
水圧を得るためには老朽管110より上方に約10mの
高さの水柱を要し、特に大きな反転力を要する場合に
は、所要の水圧を得るための装置の高さが高くなって作
業性及び作業能率が悪いという問題がある。又、急勾配
の管路にあっては、ライニング材反転部と管路入口部で
の水位差(ヘッド差)が大きくなり、管路入口部で管ラ
イニング材を管壁に押し付けたまま管ライニング材を反
転、挿入することは困難である。However, in the method of utilizing the water pressure shown in FIG. 4, in order to obtain the water pressure of 1 kg / cm 2, a water column having a height of about 10 m is provided above the aging pipe 110. In particular, when a large reversal force is required, there is a problem that the height of the device for obtaining the required water pressure becomes high and workability and work efficiency are poor. Also, in a steep pipeline, the water level difference (head difference) between the lining material reversal part and the pipeline inlet becomes large, and the pipeline lining is pressed against the pipe wall at the pipeline inlet. It is difficult to invert and insert the material.
【0008】又、図5に示す空気圧を利用する方法にあ
っては、管ライニング材101の全体を密閉容器120
内に収納するため、管ライニング材101が大口径或い
は長大なものである場合には、密閉容器120が大型化
するという問題があった。Further, in the method of utilizing air pressure shown in FIG. 5, the entire pipe lining material 101 is sealed container 120.
Since the pipe lining material 101 has a large diameter or a long size because it is housed inside, there is a problem that the sealed container 120 becomes large.
【0009】更に、図6に示す水圧と空気圧を併用する
方法にあっては、高い反転圧力Pを必要とする場合に
は、容器130内の水のヘッド差Δhが大きくなるた
め、容器130が大型化するという問題があった。Further, in the method of using both water pressure and air pressure shown in FIG. 6, when a high reversal pressure P is required, the head difference Δh of water in the container 130 becomes large, so that the container 130 is There was a problem of increasing the size.
【0010】本発明は上記問題に鑑みてなされたもの
で、その目的とする処は、小型・コンパクトな装置で簡
単に反転することができる管ライニング材及び該管ライ
ニング材の反転方法を提供することにある。The present invention has been made in view of the above problems, and an object thereof is to provide a pipe lining material which can be easily inverted by a small and compact device, and a method for inverting the pipe lining material. Especially.
【0011】[0011]
【課題を解決するための手段】上記目的を達成すべく本
発明は、硬化性樹脂を含浸して成る管ライニング材の外
周部に、圧縮ガスの供給を受けて膨張する密閉袋体を部
分的に取り付けたことを特徴とする。SUMMARY OF THE INVENTION To achieve the above object, the present invention partially provides a hermetically sealed bag body which is expanded by receiving a supply of a compressed gas, on an outer peripheral portion of a pipe lining material impregnated with a curable resin. It is characterized by being attached to.
【0012】又、本発明の第1の方法は、硬化性樹脂を
含浸し、反転前にその外周部に、圧縮ガスの供給を受け
て膨張する密閉袋体を部分的に取り付けて構成される管
ライニング材の一部を流体圧によって管路内に反転、挿
入した後、前記密閉袋体に圧縮ガスを供給して該密閉袋
体を管路内で膨張させることによって、管路内に挿入さ
れた管ライニング材の内部に密閉空間を形成し、該密閉
空間に圧縮ガスを供給して管ライニング材を順次反転さ
せることを特徴とする。Further, the first method of the present invention is constituted by impregnating a curable resin and partially attaching a sealing bag body which is inflated by receiving a supply of a compressed gas to the outer peripheral portion thereof before inversion. A part of the pipe lining material is inverted and inserted into the pipe line by fluid pressure, and then compressed gas is supplied to the sealed bag body to expand the sealed bag body in the pipe line, thereby inserting the pipe lining material into the pipe line. A closed space is formed inside the formed pipe lining material, and compressed gas is supplied to the closed space to sequentially invert the pipe lining material.
【0013】更に、本発明の第2の方法は、管ライニン
グ材の一部を流体圧によって管路内に反転、挿入した
後、密閉チューブ内に液体を注入して該密閉チューブを
管ライニング材内に部分的に反転、挿入することによっ
て、管ライニング材の内部に密閉空間を形成し、該密閉
空間に圧縮ガスを供給して管ライニング材を順次反転さ
せることを特徴とする。Further, in the second method of the present invention, a part of the pipe lining material is inverted and inserted into the pipe line by fluid pressure, and then the liquid is injected into the closed tube to make the closed tube into the pipe lining material. It is characterized in that a sealed space is formed inside the pipe lining material by partially inverting and inserting the pipe lining material, and a compressed gas is supplied to the sealed space to sequentially invert the pipe lining material.
【0014】[0014]
【作用】本発明によれば、管路内に部分的に挿入された
管ライニング材内に、密閉袋体又は密閉チューブによっ
て密閉空間が形成され、該密閉空間内に供給された圧縮
ガスの圧力で管ライニング材が順次反転されるため、地
上に設置された反転装置が小型・コンパクト化し、作業
性良く、且つ能率的に反転作業を行なうことができる。According to the present invention, a sealed space is formed by a sealed bag body or a sealed tube in a pipe lining material partially inserted in a pipe, and the pressure of the compressed gas supplied into the sealed space. Since the pipe lining material is sequentially reversed by, the reversing device installed on the ground becomes smaller and compact, and the reversing work can be performed efficiently and efficiently.
【0015】又、上述のように管ライニング材の反転に
は圧縮ガス圧が利用されるため、急勾配の管路に対して
発生していたヘッド差の問題が発生することがなく、従
来の水圧による反転方法(図4に示す方法)の欠点を解
消することができる。Further, as described above, since the compressed gas pressure is used for reversing the pipe lining material, the problem of head difference which has occurred in the pipe line having a steep slope does not occur, and the conventional technique is not used. The drawbacks of the water pressure inversion method (the method shown in FIG. 4) can be eliminated.
【0016】[0016]
【実施例】以下に第1発明に係る反転方法を図1の断面
図に基づいて説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The inversion method according to the first invention will be described below with reference to the sectional view of FIG.
【0017】本発明方法では、可撓性の樹脂吸収材に硬
化性樹脂を含浸させて成る管ライニング材1が使用さ
れ、該管ライニング材1は、反転前にその外周部に2つ
の密閉袋体2,3が部分的に取り付けられている。これ
らの密閉袋体2,3は膨張及び収縮自在であって、塩化
ビニル、ウレタン、EVA(酢酸ビニル)等で袋状に成
形されており、これらの各々にはエアホース4,5がそ
れぞれ接続されている。尚、エアホース4,5は、地上
に設置された不図示のエアコンプレッサに接続されてい
る。In the method of the present invention, a pipe lining material 1 made of a flexible resin absorbent material impregnated with a curable resin is used, and the pipe lining material 1 has two hermetically sealed bags at its outer peripheral portion before inversion. The bodies 2 and 3 are partially attached. These hermetically sealed bags 2 and 3 are inflatable and contractible, and are formed into a bag shape with vinyl chloride, urethane, EVA (vinyl acetate), etc., and air hoses 4 and 5 are connected to each of them. ing. The air hoses 4 and 5 are connected to an air compressor (not shown) installed on the ground.
【0018】而して、老朽管10の補修に際しては、先
ず、管ライニング材1の先端部が図示のように折り曲げ
られて枠6の筒状部分6aの周縁に取り付けられる。次
に、管ライニング材1の折り返された部分の内側にホー
ス7から水を注入すると、管ライニング材1は従来法と
同様に水圧によって順次反転され、図示のようにその一
部が老朽管10内の入口部近傍に部分的に挿入される。
このとき、反転されて老朽管10内に挿入された管ライ
ニング材1の内側に、反転前に管ライニング材1の外周
部に取り付けられていた前記密閉袋体2,3が存在す
る。When repairing the aged pipe 10, first, the tip of the pipe lining material 1 is bent as shown in the figure and attached to the peripheral edge of the tubular portion 6a of the frame 6. Next, when water is injected from the hose 7 into the inside of the folded back portion of the pipe lining material 1, the pipe lining material 1 is sequentially inverted by water pressure as in the conventional method, and a part of the pipe lining material 1 is aged as shown in the drawing. It is partially inserted in the vicinity of the inlet part.
At this time, inside the pipe lining material 1 that has been inverted and inserted into the aged pipe 10, the sealed bags 2 and 3 attached to the outer peripheral portion of the pipe lining material 1 before the inversion exist.
【0019】その後、不図示のエアコンプレッサから圧
縮空気をエアホース4,5を介して密閉袋体2,3に供
給すると、該密閉袋体2,3は老朽管10内に挿入され
た管ライニング材1の内部で膨張して管ライニング材1
の内部を密閉空間S1,S2に気密に区画する。このと
き、密閉空間S1内には、不図示のエアコンプレッサに
接続されたエアホース8が臨んでいる。Thereafter, when compressed air is supplied from an air compressor (not shown) to the sealed bags 2 and 3 through the air hoses 4 and 5, the sealed bags 2 and 3 are inserted into the aged pipe 10 to form a pipe lining material. Pipe lining material 1 that expands inside 1
The interior of is sealed airtightly into the closed spaces S1 and S2. At this time, the air hose 8 connected to an air compressor (not shown) faces the closed space S1.
【0020】而して、不図示のエアコンプレッサから吐
出される圧縮空気をエアホース8を経て管ライニング材
1内の密閉空間S1内に供給すると、管ライニング材1
は圧縮空気の圧力を受けて次々に反転され、老朽管10
内に順次挿入されていく。尚、このとき、管ライニング
材1内の密閉空間S1,S2内に残留する水の間には、
密閉空間S1,S2の差圧ΔPに対応するヘッド差Δh
=ΔP/γ(γは水の比重量)が生じ、密閉空間S1,
S2内の圧縮空気の大気中への漏れは密閉空間S2内に
残留する水によって防がれる。When compressed air discharged from an air compressor (not shown) is supplied into the closed space S1 in the pipe lining material 1 via the air hose 8, the pipe lining material 1
Are inverted one after another under the pressure of compressed air, and the aged pipe 10
It will be inserted in sequence. At this time, between the water remaining in the closed spaces S1 and S2 in the pipe lining material 1,
Head difference Δh corresponding to the pressure difference ΔP between the closed spaces S1 and S2
= ΔP / γ (γ is the specific weight of water) is generated, and the closed space S1,
Leakage of the compressed air in S2 into the atmosphere is prevented by the water remaining in the closed space S2.
【0021】以上のように、本実施例では、老朽管10
内に部分的に挿入された管ライニング材1内に密閉空間
S1,S2を形成し、密閉空間S1内に圧縮空気を供給
して該圧縮空気の圧力で管ライニング材1を反転するた
め、地上に設置された反転装置が小型・コンパクト化
し、作業性良く、且つ能率的に反転作業を行なうことが
できる。又、上述のように管ライニング材1の反転には
空気圧が利用されるため、急勾配の管路に対して発生し
ていたヘッド差の問題が発生することがなく、従来の水
圧による反転方法(図4に示す方法)の欠点を解消する
ことができる。As described above, in this embodiment, the aged pipe 10 is used.
Since the closed spaces S1 and S2 are formed in the pipe lining material 1 partially inserted therein, compressed air is supplied into the closed space S1 and the pipe lining material 1 is inverted by the pressure of the compressed air, Since the reversing device installed at is small and compact, the reversing work can be performed efficiently and efficiently. Further, since the air pressure is used for reversing the pipe lining material 1 as described above, the problem of the head difference that has occurred for the steep pipe line does not occur, and the conventional water pressure reversing method is used. The drawback of (method shown in FIG. 4) can be eliminated.
【0022】尚、図1に示す例では、硬化性樹脂を予め
含浸した管ライニング材1を老朽管10内に直接反転、
挿入したが、本発明方法は図2に示すオープンライナー
9の管ライニング材11内への反転、挿入に対しても適
用することができる。即ち、図2に示す例では、老朽管
10内にガイドチューブ12を用いて予め配備された管
ライニング材11内に、本発明方法を用いてオープンラ
イナー9が反転、挿入され、このとき、オープンライナ
ー9は管ライニング材11の内部に注入された硬化性樹
脂13を挿入方向へ押し流し、硬化性樹脂13は、不図
示の真空ポンプに接続されたバキュームホース14によ
って真空引きされた管ライニング材11の内部に順次含
浸されていく。In the example shown in FIG. 1, the pipe lining material 1 previously impregnated with the curable resin is directly inverted into the aged pipe 10,
Although inserted, the method of the present invention can also be applied to inversion and insertion of the open liner 9 shown in FIG. 2 into the pipe lining material 11. That is, in the example shown in FIG. 2, the open liner 9 is inverted and inserted by using the method of the present invention into the pipe lining material 11 which is pre-deployed in the aged pipe 10 by using the guide tube 12. At this time, the open liner 9 is opened. The liner 9 pushes the curable resin 13 injected into the pipe lining material 11 in the inserting direction, and the curable resin 13 is evacuated by a vacuum hose 14 connected to a vacuum pump (not shown). The inside is sequentially impregnated.
【0023】又、図1に示す実施例では、2つの密閉袋
体2,3を用いたが、密閉袋体は1つ或いは3つ以上で
あっても良い。Further, in the embodiment shown in FIG. 1, the two sealed bags 2 and 3 are used, but the number of the sealed bags may be one or three or more.
【0024】次に、第2発明に係る反転方法を図3の断
面図に基づいて説明する。尚、図3においては、図1に
おいて示したと同一要素には同一符号を付している。Next, the reversing method according to the second invention will be described with reference to the sectional view of FIG. In FIG. 3, the same elements as those shown in FIG. 1 are designated by the same reference numerals.
【0025】本発明方法では、予め硬化性樹脂を含浸し
た管ライニング材1の一部が前記第1発明の実施例と同
様に水圧によって老朽管10内に部分的に反転、挿入さ
れる。In the method of the present invention, a part of the pipe lining material 1 which has been previously impregnated with a curable resin is partially inverted and inserted into the aged pipe 10 by hydraulic pressure as in the case of the first embodiment.
【0026】次に、密閉チューブ15内にホース7から
水が注入され、該密閉チューブ15は水圧によって管ラ
イニング材1内に部分的に反転、挿入され、老朽管10
内に挿入された管ライニング材1の内部には、水を充填
した密閉チューブ15によって区画される密閉空間Sが
形成される。Next, water is injected from the hose 7 into the closed tube 15, and the closed tube 15 is partially inverted and inserted into the pipe lining material 1 by the water pressure, and the aged pipe 10 is inserted.
A sealed space S defined by a sealed tube 15 filled with water is formed inside the pipe lining material 1 inserted therein.
【0027】ところで、密閉チューブ15内には不図示
のエアコンプレッサに接続されたエアホース16が引き
込まれており、該エアホース16の端部は図示のように
管ライニング材1の内部に形成された前記密閉空間S内
に臨んでいる。By the way, an air hose 16 connected to an air compressor (not shown) is drawn into the closed tube 15, and an end portion of the air hose 16 is formed inside the pipe lining material 1 as shown in the drawing. It faces the closed space S.
【0028】而して、不図示のエアコンプレッサからの
圧縮空気をエアホース16を経て密閉空間S内に供給す
れば、前記第1発明の実施例と同様に、管ライニング材
1は圧縮空気の圧力を受けて次々に反転され、老朽管1
0内に順次挿入され、本第2発明においても前記第1発
明にて得られたと同様の効果が得られる。尚、このと
き、図示のように密閉チューブ15と管ライニング材1
の間に、水、オイル、水を多量に含んだ高分子吸収剤等
のシール剤17を供給すれば、密閉空間S内の圧縮空気
が密閉チューブ15と管ライニング材1の間の隙間から
大気中へ漏れるのが防がれ、密閉空間Sの内圧低下が防
がれて管ライニング材1の反転が確実に行なわれる。If compressed air from an air compressor (not shown) is supplied into the closed space S through the air hose 16, the pipe lining material 1 is compressed by the compressed air as in the first embodiment of the invention. Received and turned over one after another, old pipe 1
0 is sequentially inserted, and the same effects as those obtained in the first invention can be obtained in the second invention. At this time, as shown in the drawing, the closed tube 15 and the pipe lining material 1
If a sealing agent 17 such as water, oil, or a polymer absorbent containing a large amount of water is supplied between the compressed air and the compressed air in the closed space S, the compressed air in the closed space S is released from the gap between the closed tube 15 and the pipe lining material 1 into the atmosphere. Leakage into the interior is prevented, the internal pressure in the closed space S is prevented from decreasing, and the pipe lining material 1 is reliably inverted.
【0029】[0029]
【発明の効果】以上の説明で明らかな如く、本発明によ
れば、硬化性樹脂を含浸し、反転前にその外周部に、圧
縮ガスの供給を受けて膨張する密閉袋体を部分的に取り
付けて構成される管ライニング材の一部を流体圧によっ
て管路内に反転、挿入した後、前記密閉袋体に圧縮ガス
を供給して該密閉袋体を管路内で膨張させることによっ
て、管路内に挿入された管ライニング材の内部に密閉空
間を形成し、該密閉空間に圧縮ガスを供給して管ライニ
ング材を順次反転させ、或いは管ライニング材の一部を
流体圧によって管路内に反転、挿入した後、密閉チュー
ブ内に液体を注入して該密閉チューブを管ライニング材
内に部分的に反転、挿入することによって、管ライニン
グ材の内部に密閉空間を形成し、該密閉空間に圧縮ガス
を供給して管ライニング材を順次反転させるようにした
ため、管ライニング材を小型・コンパクトな装置で簡単
に反転させることができるという効果が得られる。As is apparent from the above description, according to the present invention, a hermetically sealed bag body, which is impregnated with a curable resin and expands by receiving a supply of compressed gas, is partially provided on the outer peripheral portion thereof before inversion. By reversing and inserting a part of the pipe lining material configured to be attached into the pipe line by fluid pressure, by inserting compressed gas into the closed bag body to expand the closed bag body in the pipe line, A closed space is formed inside the pipe lining material inserted into the pipe, and the compressed gas is supplied to the closed space to sequentially invert the pipe lining material, or a part of the pipe lining material is fluidized by a pipe line. After inversion and insertion into the pipe lining material, a liquid is injected into the closed tube, and the closed tube is partially inverted and inserted into the pipe lining material to form a closed space inside the pipe lining material. Supply compressed gas to the space and Since you sequentially reversing the ring material, the effect is obtained that the tubular lining material can be easily reversed with a small-compact device.
【図1】第1発明方法に係る反転方法を示す断面図であ
る。FIG. 1 is a cross-sectional view showing a reversing method according to a first invention method.
【図2】第1発明方法の適用例を示す断面図である。FIG. 2 is a cross-sectional view showing an application example of the first invention method.
【図3】第2発明方法に係る反転方法を示す断面図であ
る。FIG. 3 is a cross-sectional view showing a reversing method according to a second invention method.
【図4】従来の反転方法(水圧を利用する反転方法)を
示す断面図である。FIG. 4 is a cross-sectional view showing a conventional inversion method (inversion method using water pressure).
【図5】従来の反転方法(空気圧を利用する反転方法)
を示す断面図である。FIG. 5 Conventional reversing method (reversing method using air pressure)
It is sectional drawing which shows.
【図6】従来の反転方法(水圧と空気圧を併用する反転
方法)を示す断面図である。FIG. 6 is a cross-sectional view showing a conventional inversion method (inversion method using water pressure and air pressure in combination).
1,11 管ライニング材 2,3 密閉袋体 9 オープンライナー 10 老朽管(管路) 15 密閉チューブ 17 シール剤 1, 11 Pipe lining material 2, 3 Closed bag 9 Open liner 10 Aged pipe (pipe line) 15 Closed tube 17 Sealant
Claims (4)
部に、圧縮ガスの供給を受けて膨張する密閉袋体を部分
的に取り付けて構成されることを特徴とする管ライニン
グ材。1. A pipe lining material which is impregnated with a curable resin, and which is partially attached to an outer peripheral portion of the hermetically sealed bag body which is expanded by receiving a supply of a compressed gas before inversion.
部に、圧縮ガスの供給を受けて膨張する密閉袋体を部分
的に取り付けて構成される管ライニング材の一部を流体
圧によって管路内に反転、挿入した後、前記密閉袋体に
圧縮ガスを供給して該密閉袋体を管路内で膨張させるこ
とによって、管路内に挿入された管ライニング材の内部
に密閉空間を形成し、該密閉空間に圧縮ガスを供給して
管ライニング材を順次反転させるようにしたことを特徴
とする管ライニング材の反転方法。2. A part of a pipe lining material which is impregnated with a curable resin and partially attached to an outer peripheral portion of the pipe bag lining material which is expanded by receiving a supply of a compressed gas before inversion. After being inverted and inserted into the pipe line by means of the above method, a compressed gas is supplied to the hermetically sealed bag body to expand the hermetically sealed bag body in the pipe line, thereby sealing the inside of the pipe lining material inserted in the pipe line. A method for reversing a pipe lining material, characterized in that a space is formed and a compressed gas is supplied to the closed space so that the pipe lining material is sequentially reversed.
管路内に反転、挿入した後、密閉チューブ内に液体を注
入して該密閉チューブを管ライニング材内に部分的に反
転、挿入することによって、管ライニング材の内部に密
閉空間を形成し、該密閉空間に圧縮ガスを供給して管ラ
イニング材を順次反転させるようにしたことを特徴とす
る管ライニング材の反転方法。3. A part of the pipe lining material is inverted and inserted into the pipe line by fluid pressure, and then a liquid is injected into the closed tube to partially invert and insert the closed tube into the pipe lining material. Thus, a closed space is formed inside the pipe lining material, and a compressed gas is supplied to the closed space to sequentially invert the pipe lining material.
グ材との間に、シール剤を供給することを特徴とする請
求項3記載の管ライニング材の反転方法。4. The method of reversing a pipe lining material according to claim 3, wherein a sealant is supplied between the closed tube and the pipe lining material before reversal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3281976A JP2554417B2 (en) | 1991-10-03 | 1991-10-03 | Pipe lining material and inversion method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3281976A JP2554417B2 (en) | 1991-10-03 | 1991-10-03 | Pipe lining material and inversion method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0592485A true JPH0592485A (en) | 1993-04-16 |
| JP2554417B2 JP2554417B2 (en) | 1996-11-13 |
Family
ID=17646522
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3281976A Expired - Fee Related JP2554417B2 (en) | 1991-10-03 | 1991-10-03 | Pipe lining material and inversion method thereof |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2554417B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5486332A (en) * | 1993-03-12 | 1996-01-23 | Shonan Gosei-Jushi Seisakusyo K.K. | Method for everting a tubular liner bag |
| US5490964A (en) * | 1993-04-13 | 1996-02-13 | Shonan Gosei-Jushi Seisakusho K.K. | Method and device for repairing a tubular conduit |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6447528A (en) * | 1987-08-18 | 1989-02-22 | Tobu Cleaner Service | Apparatus and method for contrarotating liner in pipeline repairing technique |
-
1991
- 1991-10-03 JP JP3281976A patent/JP2554417B2/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6447528A (en) * | 1987-08-18 | 1989-02-22 | Tobu Cleaner Service | Apparatus and method for contrarotating liner in pipeline repairing technique |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5486332A (en) * | 1993-03-12 | 1996-01-23 | Shonan Gosei-Jushi Seisakusyo K.K. | Method for everting a tubular liner bag |
| US5490964A (en) * | 1993-04-13 | 1996-02-13 | Shonan Gosei-Jushi Seisakusho K.K. | Method and device for repairing a tubular conduit |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2554417B2 (en) | 1996-11-13 |
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