JP3764027B2 - Pipe lining material reversing device and pipe lining material reversal method using the same - Google Patents

Pipe lining material reversing device and pipe lining material reversal method using the same Download PDF

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JP3764027B2
JP3764027B2 JP2000116600A JP2000116600A JP3764027B2 JP 3764027 B2 JP3764027 B2 JP 3764027B2 JP 2000116600 A JP2000116600 A JP 2000116600A JP 2000116600 A JP2000116600 A JP 2000116600A JP 3764027 B2 JP3764027 B2 JP 3764027B2
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lining material
base
pipe lining
pipe
diameter portion
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JP2001301033A (en
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道雄 長井
宏 粟野
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管水工業株式会社
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Description

【0001】
【発明の属する技術分野】
本発明は、管路内に管ライニング材を反転挿入して管路の内周面に管ライニング材による内張りを施す技術に係わり、特に小、中口径管用の管ライニング材を円滑に反転させるための装置と方法に関する。
【0002】
【従来の技術】
地中に埋設された下水道管その他の管路が老朽化した場合、それら管路を掘り出すことなくその内周面に硬質被膜を形成して補修する工法が既に知られ、実用に供されている。
【0003】
その種の管ライニング工法は、表面をフィルムコーティングした不織布などの樹脂吸収材に熱硬化性樹脂を含浸せしめて成る管ライニング材を用い、その管ライニング材を水や空気などの流体圧で管路内に反転させつつ挿入し、これを流体圧で管路の内周面に押圧したまま、その流体を温水に置換するなどして管ライニング材に含浸された熱硬化性樹脂を硬化させ、以て管路の内周面に管ライニング材による硬質被膜を形成するものである。
【0004】
ここで、その種の管ライニング工法には、管ライニング材の反転用としてその一端を接続する口金(反転ノズル)が用いられるが、その口金をマンホールの内部に設置する場合と外部に設置する場合とがある。
【0005】
図12は口金をマンホール内に設置した例であり、この場合には口金として例えばL形に屈曲したベンドB(ベント管、エルボ)が用いられる。同図に示すように、そのベンドBの一端外周には管ライニング材Lの一端が外側に折り返して取り付けられ、他方の一端には延長チューブTが接続される。そして、管ライニング材Lの接続側を補修する管路K1の入口に向けた状態で、マンホールMから地上に引き出される延長チューブT内に流体として例えば水を注入し、その水圧により管ライニング材Lを反転させながら管路K1内に導入するのである。
【0006】
尚、この種の施工法によると、管ライニング材を補修する管路の長さとほぼ同一の長さにして無駄なく使用することが出来るものの、管路の口径が大きくなると、これに適用する口金(ベンドB)をマンホール内に導入することができないため、同工法による管路の補修は小、中口径のものに限られる。
【0007】
そこで、大口径(例えば、入口径が600mmのマンホールにして400mm以上の口径)の管路を補修する場合には、図13のような方法が適用される。同図において、Nは円筒状の口金であり、この口金NはマンホールM上に設けられる図示せぬ架台にて支持される。同図に示すように、その口金Nの一端開口縁には管ライニング材Lの一端が折り返されて接続されるのであり、この状態で口金Nの中に注水することにより管ライニング材Lを反転させつつマンホールM内を通して管路K2内に導入することができる。
【0008】
【発明が解決しようとする課題】
然し乍ら、上記のような大口径の管路の補修に適用する工法によれば、管ライニング材の硬化後、地上の口金から管路の入口まで延びる管ライニング材が切り捨てられるため材料の無駄が多く発生する。このため、小、中口径の管路の補修では上記のように口金をマンホール内に設置して管ライニング材を管路内に反転挿入するが、この場合にはライニング材を管路内に円滑に反転挿入させるに足る流体圧を得難く、このため反転用流体として水を用いる場合には所要の水頭圧を得るべく延長チューブを長くし、その上端を高い位置で支持しながら作業を行っている。ところが、これではマンホール上に高い架台を構築しなければならないし、作業の多くを高所で行う必要が生じて危険を伴う。
【0009】
そこで、反転用の流体として空気を併用したり、空気のみを利用することもあるが、管ライニング材を円滑に反転させるには大型のコンプレッサを用いて高圧の圧縮空気を多量に発生させねばならない。
【0010】
又、管路内への管ライニング材の反転挿入後には、管ライニング材をその内圧により管路の内周面に密着させたまま硬化させるが、その内圧が不足すると管ライニング材が管路の内周面に密着せず、その結果として良質な内張りを形成できなくなってしまう。
【0011】
本発明は以上のような事情に鑑みて成されたものであり、その目的小、中口径管用の管ライニング材でも管路内に円滑かつ良好に反転挿入できるようにすることにある。
【0012】
【課題を解決するための手段】
本発明は上記目的を達成するため、管ライニング材を管路内に反転挿入するのに用いる管ライニング材の反転装置であって、一端と他端の口径が異なるベンド状の口金と、この口金の大径部に対応する管状の継手とを有し、前記口金の大径部と継手は掛け金と該掛け金に対応する鉤状突片との引き締め力により着脱自在にして結合されると共に、前記継手に可撓性の延長チューブを接続して構成され、前記口金の小径部側の一端外周に管ライニング材の一端が外側に折り返して取り付けられるようにしたことを特徴とする
【0013】
特に、好ましくは口金の一端小径部が100 mm 〜400 mm の口径に設定され、その他端大径部が300 mm 〜600 mm の口径に設定される
【0014】
又、上記のような管ライニング材反転装置を用い、前記延長チューブと口金に熱硬化性樹脂を含浸した管ライニング材を通し、この管ライニング材の一端を外側に折り返して前記口金の小径部外周に取り付けると共に、前記口金の大径部に前記継手を介して延長チューブを接続した後、前記口金をマンホール内に導入してその小径部を管路の入口に向け、その状態で地上に立ち上げられる延長チューブを通じて口金の内部にその大径部側から液 体を供給し、その液圧により管ライニング材を管路内に向けて反転挿入することを特徴とする管ライニングの反転方法を提供する。
【0015】
【発明の実施の形態】
以下、本発明の適用例を図面に基づいて詳細に説明する。先ず、図1において、1はマンホール、2はマンホール1の底部に接続する下水道などの管路、3は管路2をライニング(内張り)するための管ライニング材であり、この管ライニング材3は、公知の如くポリエステルなどの不織布その他で形成される管状の樹脂吸収材を支持体として、これにエポキシ樹脂や不飽和ポリエステルなどの熱硬化性樹脂を含浸せしめ、その外周面若しくは内外両周面をポリエチレンやポリウレタンなどのプラスチックフィルムでコーティングして成るものである。
【0016】
そして、この管ライニング材3は、使用前には帯状に折り畳まれて保冷され、使用時には後述の如く流体圧にて管路2の内部に反転されつつ挿入される。尚、その長手方向一端は接続部として開放され、他端は流体が漏れ出さぬよう閉鎖されている。
【0017】
一方、4は管ライニング材3の開放側の一端を接続するベンド状の口金であり、該口金4の一端開口部には管ライニング材3が接続され、他の一端開口部には管状の継手5(接続管)を介し、周面をフィルムコーティングした不織布などで成る管状をした可撓性の延長チューブ6が接続される。そして、延長チューブ6の上部側の一端には外周に鍔をもつ円筒状の金具7が取り付けられ、管ライニング材3は延長チューブ6の中を通してその一端に取り付けた金具7の部分から外部に引き出され、その管ライニング材3の末端には予め温水ホース8が紐などにより接続される。
【0018】
ここで、口金4は、例えば図2に示すように金属をL形管状に形成した硬質のベンドであり、特にその両端の口径は相違し、小径部4Aの口径dは補修する管路2の口径に対応して例えば100mm〜400mmに設定され、大径部4Bはそれより大きな口径D(例えば300mm〜600mm)に設定される。そして、大径部4Bの外周には継手5と結合するための結合部9(鉤状突片)が設けられる。特に、口金4は様々な口径をもつ管路2に対応して、小径部4Aの口径のみが異なる複数種類のものが取り揃えられ、その各口金4の大径部4Bは一定の口径に統一される。例えば、大径部4Bの口径Dを350mmとして、小径部4Aの口径dが100、120、150、200、250、300mmなどとされる多数の口金が取り揃えられる。同様に、大径部4Bの口径Dを500mmとした場合には、小径部4Aの口径dが例えば100〜450mmの範囲で変化する多数の口金が取り揃えられる。但し、その口径d,Dは上記の数値に限定されるものではない。
【0019】
尚、マンホール1内への口金4の導入を可能にするため、大径部4Bの口径Dはマンホール1の入口の口径(一般には600mm)と同程度か、それより稍小さくすることが好ましく、又口金4の全長Lは最大でもマンホール1の内部の口径(一般には900mm)より小さく設定する。ここで、大径部4Bの口径Dをマンホール1の入口径と同等にした場合でも、図3のように口金4を傾けて小径部4A側から先にマンホール1に導入することにより全体をマンホール1内へ導入することができる。
【0020】
そして、以上のように構成される口金4によれば、図4に示すようにその小径部4Aに管ライニング材3の一端が接続され、大径部4Bには円筒形の継手5を介して延長チューブ6の一端が接続される。ここで、継手5は金属などで成る硬質管であり、その口径は口金4の大径部4Bに対応し、その外周には口金4の大径部4Bの開口縁を覆うリング状の鍔10と、口金4の結合部9に対応する結合部11U字状の掛け金11Aをもつバックル)とが設けられる。又、鍔10と口金4との間にはリング状のシール材12(ガスケット)が介在される。そして、この継手5の一端には口金4の大径部4Bが嵌合し、その両者は相互に結合部9,11による引き締め力を以て強固に結合される。尚、口金4はその小径部4Aの口径が管ライニング材3に適合するものを用い、これに管ライニング材3の開放側の一端を通した後、その一端を外側に折り返し、その折り返し部3Aを口金4の小径部4Aの外周にバンド13にて締結する。又、延長チューブ6は継手5の口径に適合するものを用い、その一端を継手5の外周にバンド14にて締結する。
【0021】
ここで、その種の口金4を用いて管ライニング材3を管路2内に反転挿入するには、先ず上記のように、口金4に管ライニング材3を通し、その開放側の一端を外側に折り返して口金の小径部4Aの外周に取り付けると共に、口金の大径部4Bに継手5を介して延長チューブ6を接続する。尚、管ライニング材3の封止側の一端(末端)には温水ホース8を接続しておく。そして、図1に示すように、その口金4を地上からマンホール1の底部に降ろし、管ライニング材3の一端が取り付けられた小径部4Aを管路2の入口に向ける一方、その口金の大径部4Bに継手5を介して接続する延長チューブ6をマンホール1から地上に立ち上げ、その上部側の一端に取り付けられた円筒状の金具7を図示せぬ架台の部位で水平に支持する。そして、その状態で地上から延長チューブ6の中に水を注入し、これを延長チューブ6を通じて大径部4Bから口金4の内部に供給する。
【0022】
すると、図5に示すように、管ライニング材3はその水圧を受けて反転されつつ管路2内へ挿入され、これに連れてその末端に接続された温水ホース8も管ライニング材3の内側を這いながら管路2内に引き込まれる。特に、管ライニング材3は、延長チューブ6内に供給される多量の水により大径部4B側から非常に大きな圧力を受けるため、その反転が滞る事なく管路2内に円滑に反転挿入されるようになり、その反転が終了したときには地上から管ライニング材3の反転端まで温水ホース8が通じるようになる。
【0023】
尚、管ライニング材3は、口金の大径部4B側から大きな水圧を受けたまま管路2の内周面に強固に密着されるが、好ましくは空気圧を併用して管ライニング材3の内圧を更に増大させてやる。具体的には、図5に示すように、温水ホース8を貫通させた圧力蓋15を金具7の上面開口部に取り付けて延長チューブ6の水面上に密閉空間Sを形成し、その密閉空間S内にコンプレッサCから圧力蓋15を通じて圧縮空気を供給するのであり、これにより管ライニング材3は水圧と空気圧とで管路2の内周面に強力に押し付けられることになる。
【0024】
そこで、その状態を保ったまま、温水ホース8を通じてライニング材3の内部に温水を供給するのであり、このとき温水ホース8の先端から流出する温水の圧力と、管ライニング材3内に充満する水、及び密閉空間S内の空気との圧力により、ライニング材3内の貯水は排水管16を通じてボイラBに送られ、このボイラBによって加熱され、これにより得られた温水がポンプPから温水ホース8を通じて管ライニング材3内に再送される。そして、この循環する温水によりライニング材3は加熱され、これに含浸された熱硬化性樹脂が硬化し、以て管路2の内周面にライニング材3による硬質被膜が形成される。
【0025】
尚、図6に示すように、温水ホース8は圧力蓋15を貫通する部分が金属や耐熱性のプラスチックなどで成る硬質管8Aとされ、圧力蓋15には硬質管8Aの貫通部分に円筒状のパッキン17が設けられる。このパッキン17は米国ヒューロン社製のオムニシールと呼ばれるものであり、これはゴムや樹脂などの弾性体から形成されるカバー17Aの中に、コイルバネや断面U字形の板バネなどで成る金属バネ17Bを組み込んで構成される。そして、このパッキン17によれば、その内周面が硬質管8Aの外周面に密着して密閉空間Sの気密性を保つことができ、また硬質管8Aはパッキン17で支持されたままその軸方向に摺動させることができる。
【0026】
一方、以上のような口金4と継手5から構成される反転装置によれば、管ライニング材3の内部に大きな流体圧(液圧)を発生させて此れを円滑に反転できるばかりでなく、補修する管路2の口径に対応して口金4を容易に交換することができ、継手5、延長チューブ6、金具7、及び圧力蓋15は補修する管路2の口径に係わらず共通部品として接続状態のまま繰り返して使用することができる。
【0027】
以上、本発明の好適な一例を説明したが、口金の構造として、図7に示すように、その部位に排水口23を形成しても良い。尚、この口金41の排水口23には、図5に示した温水循環用の排水管16が口金41の外側を通して接続される。
【0028】
一方、口金の形態として、図8に示すような口金42とすることもできる。この口金42は、一端が閉鎖された有底円筒状の本管42Aと、その外壁の部位に直角に接続した連通管42Bとで成り、その相互の接続部は溶接するなどして固定される。尚、本管42Aは連通管42Bより大口径の管で成り、その一端開口部は延長チューブ6を接続するための大径部4Bとされる。又、連通管42Bは本管42Aより小口径の管で成り、その一端開口部は管ライニング材3の一端を取り付けるための小径部4Aとされる。そして、この口金42も大径部4B側から小径部4A側に大量の流体(主に水などの液体)による高圧を発生させ、その圧力により小径部4Aに接続する管ライニング材3を円滑に反転させることができ、管ライニング材3の反転後もその内圧を高い状態に保ってこれを管路2の内周面に密着させることができる。尚、本例において、口金42の大径部4Bには上記例のように継手5を介して延長チューブ6が接続される
【0029】
、図9のように、ダイキャスト法などによりベンド状に一体成形した口金43とすることもできる。尚、本例でも口金43の小径部4Aに管ライニング材3の一端が取り付けられ、大径部4Bには上記例のように継手5を介して延長チューブ6が接続される
【0030】
【発明の効果】
以上の説明で明らかなように、本発明によれば管ライニング材を取り付ける一端よりも他端の口径が大きな口金を用い、その口金の内部に大径部側から液体を供給して管ライニング材を反転させるようにしていることから、大きな液圧を管ライニング材に作用させ、これを管路内に円滑に反転挿入することができ、しかも従来のように液面の高さを大きくせずして管ライニング材を反転させるに足る十分な圧力を得られるので、一連の作業を低所で効率よく安全に行うことができる。
【0031】
又、管路内への管ライニング材の反転挿入後もその内圧を高圧状態に保つことができるので、管ライニング材を管路の内周面に密着させたまま硬化させて良質な内張りを形成することができる。
【0032】
更に、口金の大径部に管状の継手を介して延長チューブを接続するようにしていることから、補修する管路の口径に対応して継手と延長チューブを接続したまま口金のみを適合品に交換することができ、しかも継手や延長チューブは管路の口径に係わらず共通部品として接続したまま繰り返し使用することができる。
【図面の簡単な説明】
【図1】管ライニング工法の施工例を示した概略図
【図2】管ライニング材の反転に用いる口金を示した斜視図
【図3】その口金をマンホール内に導入する例を示した概略図
【図4】口金に管ライニング材を接続した状態を示す断面図
【図5】口金を用いて管路内に管ライニング材を反転挿入した状態を示す断面概略図
【図6】管ライニング材を硬化させる温水を供給する系統の一部を示した拡大断面図
【図7】口金の他の実施形態を示した断面図
【図8】口金の他の実施形態を示した断面図
【図9】口金の他の実施形態を示した断面図
【図10】従来における管ライニング材の反転方法を示す概略図
【図11】従来における管ライニング材の反転方法を示す概略図
【符号の説明】
1 マンホール
2 管路
3 管ライニング材
4、41、42、43 口金
4A 小径部
4B 大径部
5 継手
6 延長チューブ
7 金具
8 温水ホース
9 結合部(鉤状突片)
11A 掛け金
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a technique for inserting a pipe lining material into a pipe line so that the inner circumferential surface of the pipe line is lined with a pipe lining material, and in particular, for smoothly inverting a pipe lining material for small and medium-diameter pipes. Relates to the apparatus and method.
[0002]
[Prior art]
When sewer pipes and other pipes buried in the ground are aged, a method of repairing by forming a hard coating on the inner peripheral surface without digging out those pipes is already known and put into practical use .
[0003]
This type of pipe lining method uses a pipe lining material made by impregnating a thermosetting resin into a resin absorbent material such as a non-woven fabric whose surface is coated with a film, and the pipe lining material is piped with a fluid pressure such as water or air. The thermosetting resin impregnated in the pipe lining material is cured by, for example, replacing the fluid with warm water while pressing it against the inner peripheral surface of the pipe line with fluid pressure. Then, a hard coating is formed by a pipe lining material on the inner peripheral surface of the pipe.
[0004]
Here, in this type of pipe lining method, a base (reversing nozzle) that connects one end of the pipe lining material is used for reversing the pipe lining material, but when the base is installed inside or outside the manhole. There is.
[0005]
FIG. 12 shows an example in which a base is installed in a manhole . In this case, for example, a bend B (bent pipe, elbow) bent into an L shape is used as the base. As shown in the figure, one end of a pipe lining material L is attached to the outer periphery of one end of the bend B by folding it outward, and an extension tube T is connected to the other end. Then, for example, water is injected as a fluid into the extension tube T drawn from the manhole M to the ground in a state where the connection side of the pipe lining material L is repaired, and the pipe lining material L is caused by the water pressure. Is introduced into the pipe line K1.
[0006]
According to this type of construction method, the length of the pipe line for repairing the pipe lining material can be used without waste, but when the pipe diameter becomes larger, the base applied to this is used. Since (Bend B) cannot be introduced into the manhole, pipe repair by this method is limited to small and medium diameter.
[0007]
Therefore, when repairing a pipe having a large diameter (for example, a manhole having an inlet diameter of 600 mm and a diameter of 400 mm or more), a method as shown in FIG. 13 is applied. In the figure, N is a cylindrical base, and this base N is supported by a gantry (not shown) provided on a manhole M. As shown in the figure, one end of the pipe lining material L is folded and connected to one end opening edge of the base N, and the pipe lining material L is inverted by pouring water into the base N in this state. It can be introduced into the conduit K2 through the manhole M.
[0008]
[Problems to be solved by the invention]
However, according to the construction method applied to the repair of large-diameter pipes as described above, after the pipe lining material is hardened, the pipe lining material extending from the ground base to the inlet of the pipe is cut off, resulting in a lot of wasted material. appear. For this reason, in the repair of small and medium-diameter pipes, the base is installed in the manhole and the pipe lining material is inverted and inserted into the pipe as described above. In this case, the lining material is smoothly inserted into the pipe. Therefore, when water is used as the fluid for reversal, the extension tube is lengthened to obtain the required water head pressure, and the upper end is supported at a high position. Yes. However, this requires construction of a high platform on the manhole, which requires a lot of work to be done at high altitude and is dangerous.
[0009]
Therefore, air may be used together as the fluid for reversal or only air may be used, but in order to smoothly reverse the pipe lining material, a large amount of high-pressure compressed air must be generated using a large compressor. .
[0010]
In addition, after the reverse insertion of the pipe lining material into the pipe line, the pipe lining material is hardened while being in close contact with the inner peripheral surface of the pipe line by its internal pressure, but if the internal pressure is insufficient, the pipe lining material will be It does not adhere to the inner peripheral surface, and as a result, a high-quality lining cannot be formed.
[0011]
The present invention has been made in view of the circumstances as described above, and its object is to allow smooth and well-inverting inserted into conduit in small, tubular liner for medium diameter pipe.
[0012]
[Means for Solving the Problems]
In order to achieve the above-mentioned object, the present invention is a pipe lining material reversing device used for reversing and inserting a pipe lining material into a pipe line, and a bend-shaped base having different diameters at one end and the other end. A tubular joint corresponding to the large-diameter portion, and the large-diameter portion of the base and the joint are detachably coupled by a tightening force between a latch and a hook-shaped protrusion corresponding to the latch, and A flexible extension tube is connected to the joint, and one end of the pipe lining material is attached to the outer periphery of one end on the small diameter side of the base by folding back outward .
[0013]
In particular, preferably one small diameter portion of the base is set to the diameter of 100 mm to 400 mm, the other end large-diameter portion is set to diameter of 300 mm to 600 mm.
[0014]
In addition, using the pipe lining material reversal device as described above, the pipe lining material impregnated with thermosetting resin is passed through the extension tube and the base, and one end of the pipe lining material is folded outward and the outer periphery of the small diameter portion of the base And connecting the extension tube to the large-diameter portion of the base via the joint, and then introducing the base into the manhole and directing the small-diameter portion toward the inlet of the pipeline, and starting up on the ground in that state extension tube and liquids supplied from the large-diameter portion in the interior of the mouthpiece through which is to provide a method of inversion of the tube lining, characterized in that inverted insertion toward the pipe lining material into conduit by the hydraulic .
[0015]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, application examples of the present invention will be described in detail with reference to the drawings. First, in FIG. 1, 1 is a manhole, 2 is a pipe such as a sewer connected to the bottom of the manhole 1, 3 is a pipe lining material for lining (lining) the pipe 2, and this pipe lining material 3 is As is well known, a tubular resin absorbent material formed of a nonwoven fabric such as polyester or the like is used as a support, and this is impregnated with a thermosetting resin such as an epoxy resin or an unsaturated polyester, and its outer peripheral surface or both inner and outer peripheral surfaces are covered. Coated with a plastic film such as polyethylene or polyurethane.
[0016]
The pipe lining material 3 is folded in a band shape before use and is kept cold, and is inserted while being inverted inside the pipe line 2 by fluid pressure as will be described later. In addition, the longitudinal direction one end is open | released as a connection part, and the other end is closed so that the fluid may not leak.
[0017]
On the other hand, 4 is a bend-shaped base for connecting one end on the open side of the pipe lining material 3, the pipe lining material 3 is connected to one end opening of the base 4, and a tubular joint is connected to the other end opening. A flexible extension tube 6 having a tubular shape made of a nonwoven fabric having a film coated on the peripheral surface is connected via 5 (connection tube). A cylindrical metal fitting 7 having a flange on the outer periphery is attached to one end on the upper side of the extension tube 6, and the pipe lining material 3 is drawn out from the portion of the metal fitting 7 attached to the one end through the extension tube 6. A hot water hose 8 is connected to the end of the pipe lining material 3 in advance by a string or the like.
[0018]
Here, the base 4 is a hard bend in which a metal is formed in an L-shaped tube as shown in FIG. 2, for example, and the diameters at both ends thereof are different, and the diameter d of the small diameter portion 4A is the pipe 2 to be repaired. Corresponding to the diameter, for example, it is set to 100 mm to 400 mm, and the large diameter portion 4B is set to a larger diameter D (for example, 300 mm to 600 mm). And the coupling | bond part 9 (saddle-shaped protrusion ) for coupling | bonding with the coupling 5 is provided in the outer periphery of the large diameter part 4B. In particular, there are a plurality of types of bases 4 corresponding to the pipes 2 having various diameters, and only the diameters of the small diameter parts 4A are different, and the large diameter parts 4B of the bases 4 are unified to a constant diameter. The For example, a large number of bases having a diameter D of the large diameter part 4B of 350 mm and a diameter d of the small diameter part 4A of 100, 120, 150, 200, 250, 300 mm, etc. are prepared. Similarly, when the diameter D of the large-diameter portion 4B is 500 mm, a large number of bases in which the diameter d of the small-diameter portion 4A changes in the range of, for example, 100 to 450 mm are prepared. However, the diameters d and D are not limited to the above numerical values.
[0019]
In order to enable the introduction of the base 4 into the manhole 1, the diameter D of the large diameter portion 4B is preferably about the same as or smaller than the diameter of the entrance of the manhole 1 (generally 600 mm) The total length L of the base 4 is set to be smaller than the inner diameter of the manhole 1 (generally 900 mm). Here, even when the diameter D of the large-diameter portion 4B is equal to the inlet diameter of the manhole 1, the whole manhole can be obtained by inclining the base 4 and introducing the manhole 1 first from the small-diameter portion 4A side as shown in FIG. 1 can be introduced.
[0020]
And according to the nozzle | cap | die 4 comprised as mentioned above, as shown in FIG. 4, the end of the pipe lining material 3 is connected to the small diameter part 4A, and the large diameter part 4B is connected via the cylindrical coupling 5 to it. One end of the extension tube 6 is connected. Here, the joint 5 is a hard tube made of metal or the like, the diameter of the joint 5 corresponds to the large diameter portion 4B of the base 4, and the outer periphery of the joint 5 is a ring-shaped flange 10 that covers the opening edge of the large diameter portion 4B of the base 4. And a coupling portion 11 (a buckle having a U-shaped latch 11A) corresponding to the coupling portion 9 of the base 4 is provided. A ring-shaped sealing material 12 (gasket) is interposed between the flange 10 and the base 4. And the large diameter part 4B of the nozzle | cap | die 4 fits into the end of this coupling 5, and both are firmly couple | bonded by the tightening force by the coupling parts 9 and 11. The base 4 has a small diameter portion 4A having a diameter suitable for the pipe lining material 3. After passing through one end of the pipe lining material 3 on the open side, the one end is folded outward, and the folded portion 3A. Is fastened to the outer periphery of the small-diameter portion 4A of the base 4 with a band 13. The extension tube 6 is adapted to the diameter of the joint 5 and one end thereof is fastened to the outer periphery of the joint 5 with a band 14.
[0021]
Here, in order to reversely insert the pipe lining material 3 into the pipe line 2 using such a base 4, first, as described above, the pipe lining material 3 is passed through the base 4, and one end on the open side is outside. And the extension tube 6 is connected to the large-diameter portion 4B of the base via the joint 5 while being attached to the outer periphery of the small-diameter portion 4A of the base. A hot water hose 8 is connected to one end (terminal) of the tube lining material 3 on the sealing side. Then, as shown in FIG. 1, the base 4 is lowered from the ground to the bottom of the manhole 1, and the small diameter part 4 </ b> A to which one end of the pipe lining material 3 is attached is directed to the inlet of the pipe 2, while the large diameter of the base is An extension tube 6 connected to the portion 4B via a joint 5 is raised from the manhole 1 to the ground, and a cylindrical metal fitting 7 attached to one end on the upper side thereof is horizontally supported by a frame portion (not shown). In this state, water is poured into the extension tube 6 from the ground, and is supplied from the large diameter portion 4 </ b> B to the inside of the base 4 through the extension tube 6.
[0022]
Then, as shown in FIG. 5, the pipe lining material 3 is inserted into the pipe line 2 while being inverted by receiving the water pressure, and the hot water hose 8 connected to the end of the pipe lining material 3 is also inside the pipe lining material 3. It is drawn into the pipeline 2 while scolding. In particular, the pipe lining material 3 receives a very large pressure from the large-diameter portion 4B side by a large amount of water supplied into the extension tube 6, so that the reversal of the pipe lining material 3 is smoothly inserted into the pipe line 2 without delay. When the reversal is completed, the hot water hose 8 passes from the ground to the reversal end of the pipe lining material 3.
[0023]
The pipe lining material 3 is firmly adhered to the inner peripheral surface of the pipe line 2 while receiving a large water pressure from the large-diameter portion 4B side of the base, but preferably the internal pressure of the pipe lining material 3 using air pressure is also used. Will be further increased. Specifically, as shown in FIG. 5, a pressure lid 15 through which the hot water hose 8 passes is attached to the upper surface opening of the metal fitting 7 to form a sealed space S on the water surface of the extension tube 6, and the sealed space S Compressed air is supplied from the compressor C through the pressure lid 15, whereby the pipe lining material 3 is strongly pressed against the inner peripheral surface of the pipe line 2 by water pressure and air pressure.
[0024]
Therefore, warm water is supplied to the inside of the lining material 3 through the hot water hose 8 while maintaining this state. At this time, the pressure of the hot water flowing out from the tip of the hot water hose 8 and the water filling the pipe lining material 3 are filled. The water stored in the lining material 3 is sent to the boiler B through the drain pipe 16 due to the pressure with the air in the sealed space S, heated by the boiler B, and the hot water obtained thereby is supplied from the pump P to the hot water hose 8. Through the pipe lining material 3 . The lining material 3 is heated by the circulating hot water, and the thermosetting resin impregnated therein is cured, so that a hard coating is formed by the lining material 3 on the inner peripheral surface of the pipe line 2.
[0025]
As shown in FIG. 6, the hot water hose 8 has a hard tube 8A made of metal, heat-resistant plastic or the like in the portion that penetrates the pressure lid 15, and the pressure lid 15 has a cylindrical shape in the portion that penetrates the hard tube 8A. Packing 17 is provided. The packing 17 is a so-called omni seal made by Huron in the United States, which is a metal spring 17B made of a coil spring or a U-shaped leaf spring in a cover 17A formed of an elastic body such as rubber or resin. Is built in. And according to this packing 17, the inner peripheral surface closely_contact | adheres to the outer peripheral surface of hard tube | pipe 8A, the airtightness of sealed space S can be maintained, and the hard tube | pipe 8A is the axis | shaft with the packing 17 supporting it. Can be slid in the direction.
[0026]
On the other hand, according to the reversing device composed of the base 4 and the joint 5 as described above, not only can a large fluid pressure (hydraulic pressure) be generated in the pipe lining material 3 to smoothly reverse it, The base 4 can be easily exchanged according to the diameter of the pipeline 2 to be repaired, and the joint 5, the extension tube 6, the metal fitting 7 and the pressure lid 15 are common parts regardless of the diameter of the pipeline 2 to be repaired. It can be used repeatedly while connected.
[0027]
Having described the preferred example of the present invention, the structure of the ferrule, as shown in FIG. 7, it may be formed drain outlet 23 to the site. A drain pipe 16 for circulating hot water shown in FIG. 5 is connected to the drain port 23 of the base 41 through the outside of the base 41.
[0028]
On the other hand, as a form of the base, a base 42 as shown in FIG. 8 may be used. The base 42 is composed of a bottomed cylindrical main pipe 42A having one end closed and a communication pipe 42B connected to the outer wall at a right angle, and the mutual connection portion is fixed by welding or the like. . The main pipe 42A is made of a pipe having a larger diameter than the communication pipe 42B, and an opening at one end thereof is a large diameter part 4B for connecting the extension tube 6. The communication pipe 42B is made of a pipe having a smaller diameter than the main pipe 42A, and an opening at one end thereof is a small diameter part 4A for attaching one end of the pipe lining material 3. The base 42 also generates a high pressure from a large amount of fluid (mainly liquid such as water) from the large diameter portion 4B side to the small diameter portion 4A side, and the pipe lining material 3 connected to the small diameter portion 4A is smoothed by the pressure. Even after the pipe lining material 3 is reversed, the inner pressure can be kept high and can be brought into close contact with the inner peripheral surface of the pipe line 2. In this example, the extension tube 6 is connected to the large diameter portion 4B of the base 42 via the joint 5 as in the above example .
[0029]
Further , as shown in FIG. 9 , a base 43 integrally formed in a bend shape by a die-cast method or the like can be used. In this example as well, one end of the pipe lining material 3 is attached to the small diameter portion 4A of the base 43, and the extension tube 6 is connected to the large diameter portion 4B via the joint 5 as in the above example .
[0030]
【The invention's effect】
As apparent from the above description, according to the present invention, a pipe lining material is used by supplying a liquid from the large diameter side to the inside of the base using a base having a larger diameter at the other end than one end to which the pipe lining material is attached. can so that reversing et al., by the action of atmospheric kina fluid pressure to the pipe lining material, which can be smoothly reversed inserted conduit, yet the height of the liquid level as in the prior art Sufficient pressure can be obtained to reverse the pipe lining material without increasing the size, so that a series of operations can be performed efficiently in a low place.
[0031]
In addition, since the inner pressure of the pipe lining material can be kept high even after reverse insertion of the pipe lining material into the pipe line, the pipe lining material is cured while closely contacting the inner peripheral surface of the pipe line to form a good lining. can do.
[0032]
Furthermore, since the extension tube is connected to the large diameter part of the base through a tubular joint, only the base is made compatible while the joint and the extension tube are connected corresponding to the diameter of the pipe to be repaired. In addition, the joint and the extension tube can be repeatedly used while being connected as a common part regardless of the pipe diameter.
[Brief description of the drawings]
FIG. 1 is a schematic view showing an example of pipe lining construction. FIG. 2 is a perspective view showing a base used for reversing pipe lining material. FIG. 3 is a schematic view showing an example of introducing the base into a manhole. FIG. 4 is a cross-sectional view showing a state in which a pipe lining material is connected to the base. FIG. 5 is a schematic cross-sectional view showing a state in which the pipe lining material is inverted and inserted into the pipe using the base. FIG. 7 is an enlarged cross-sectional view showing a part of a system for supplying hot water to be hardened. FIG. 7 is a cross-sectional view showing another embodiment of the base. FIG. 8 is a cross-sectional view showing another embodiment of the base. FIG. 10 is a schematic view showing a conventional method for reversing a pipe lining material . FIG . 11 is a schematic diagram showing a conventional method for reversing a pipe lining material.
DESCRIPTION OF SYMBOLS 1 Manhole 2 Pipe line 3 Pipe lining material 4, 41, 42, 43 Base 4A Small diameter part 4B Large diameter part 5 Joint 6 Extension tube 7 Metal fitting 8 Hot water hose 9 Joint part (saddle-shaped protrusion)
11A hasp

Claims (3)

管ライニング材を管路内に反転挿入するのに用いる管ライニング材の反転装置であって、一端と他端の口径が異なるベンド状の口金と、この口金の大径部に対応する管状の継手とを有し、前記口金の大径部と継手は掛け金と該掛け金に対応する鉤状突片との引き締め力により着脱自在にして結合されると共に、前記継手に可撓性の延長チューブを接続して構成され、前記口金の小径部側の一端外周に管ライニング材の一端が外側に折り返して取り付けられるようにしたことを特徴とする管ライニング材反転装置。A pipe lining material reversing device used for reversing and inserting a pipe lining material into a pipe line, a bend-shaped base having different diameters at one end and the other end, and a tubular joint corresponding to the large-diameter portion of the base The large-diameter portion of the base and the joint are detachably coupled by a tightening force between the latch and the hook-shaped protrusion corresponding to the latch, and a flexible extension tube is connected to the joint A pipe lining material reversing device characterized in that one end of the pipe lining material is folded and attached to the outer periphery of one end of the base on the small diameter side. 口金の一端小径部が100 mm 〜400 mm の口径に設定され、その他端大径部が300 mm 〜600 mm の口径に設定される請求項1記載の管ライニング材反転装置 2. The pipe lining material reversing device according to claim 1, wherein the small diameter part at one end of the die is set to a diameter of 100 mm to 400 mm , and the large diameter part at the other end is set to a diameter of 300 mm to 600 mm . 一端と他端の口径が異なるベンド状の口金と、この口金の大径部に対応する管状の継手とを有し、前記口金の大径部と継手は掛け金と該掛け金に対応する鉤状突片との引き締め力により着脱自在にして結合されると共に、前記継手に可撓性の延長チューブを接続して構成される管ライニング材反転装置を用い、It has a bend-shaped base having different diameters at one end and the other end, and a tubular joint corresponding to the large-diameter portion of the base. The large-diameter portion and the joint of the base are a latch and a hook-shaped protrusion corresponding to the latch. Using a pipe lining material reversing device constructed by connecting a flexible extension tube to the joint while being detachably coupled by a tightening force with a piece,
前記延長チューブと口金に熱硬化性樹脂を含浸した管ライニング材を通し、この管ライニング材の一端を外側に折り返して前記口金の小径部外周に取り付けると共に、前記口金の大径部に前記継手を介して延長チューブを接続した後、前記口金をマンホール内に導入してその小径部を管路の入口に向け、その状態で地上に立ち上げられる延長チューブを通じて口金の内部にその大径部側から液体を供給し、その液圧により管ライニング材を管路内に向けて反転挿入することを特徴とする管ライニングの反転方法。A pipe lining material impregnated with a thermosetting resin is passed through the extension tube and the base, and one end of the pipe lining material is folded outward and attached to the outer periphery of the small diameter portion of the base, and the joint is attached to the large diameter portion of the base. After connecting the extension tube through the tube, the base is introduced into the manhole and the small diameter portion is directed to the inlet of the conduit, and in this state, the extension tube is raised from the large diameter portion side to the inside of the base. A pipe lining reversal method characterized in that a liquid is supplied and a pipe lining material is reversely inserted into a pipe line by the liquid pressure.
JP2000116600A 2000-04-18 2000-04-18 Pipe lining material reversing device and pipe lining material reversal method using the same Expired - Lifetime JP3764027B2 (en)

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JP2010209630A (en) * 2009-03-12 2010-09-24 Inoac Tokuzai Kk Method of filling horizontal hole cavity
KR101107738B1 (en) * 2011-08-17 2012-01-20 봉화토건 합자회사 Adjacent locking reversing apparatus of tube liners for plumbing repair
KR101186615B1 (en) * 2012-02-07 2012-09-27 봉화토건 합자회사 A movable small-sized proximity reverse tool and a not-digging of pipe repair device and method using the same
JP5818730B2 (en) * 2012-03-28 2015-11-18 クボタシーアイ株式会社 Coil molded body introduction tool and introduction method
JP7154793B2 (en) 2018-03-29 2022-10-18 東京電力ホールディングス株式会社 Hose reversing device, hose reversing construction method and hose used for this

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