JP6570358B2 - Existing line lining method - Google Patents

Existing line lining method Download PDF

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JP6570358B2
JP6570358B2 JP2015145419A JP2015145419A JP6570358B2 JP 6570358 B2 JP6570358 B2 JP 6570358B2 JP 2015145419 A JP2015145419 A JP 2015145419A JP 2015145419 A JP2015145419 A JP 2015145419A JP 6570358 B2 JP6570358 B2 JP 6570358B2
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lining material
lining
manhole
mist
existing
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JP2017024269A (en
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後藤 順一
順一 後藤
正博 倉田
正博 倉田
勇希 佐々木
勇希 佐々木
健志朗 平子
健志朗 平子
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Ashimori Industry Co Ltd
Ashimori Engineering Co Ltd
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Ashimori Industry Co Ltd
Ashimori Engineering Co Ltd
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Description

本発明は既設管路の内張り方法に関するものであって、特に下水道管などの既設管路に、熱可塑性樹脂よりなる比較的剛直な内張り材を引き込んで内張りするに際し、前記内張り材を加熱して拡張せしめる際に、マンホール内において過度に膨張するのを防止し、作業領域を確保する方法に関するものである。   The present invention relates to a method for lining an existing pipeline, and in particular, when a relatively rigid lining material made of a thermoplastic resin is drawn into the existing pipeline such as a sewer pipe, the lining material is heated. The present invention relates to a method of preventing an excessive expansion in a manhole and securing a work area when expanding.

かかる既設管路内に内張り材を引き込んで内張りする方法において、マンホール内での作業を容易ならしめる方法としては、特開平3−230941号公報に記載された方法が知られている。   As a method for facilitating the work in the manhole in the method of pulling the lining material into the existing pipe line, a method described in JP-A-3-230941 is known.

この方法は、既設管路に内張り材を引き込んで、当該内張り材の余端部をマンホール内で立ち上げて地上に引き出し、当該内張り材の立ち上げ部に過膨張防止用保護筒を被せ、内張り材の過膨張を防止するものである。   In this method, a lining material is drawn into an existing pipeline, and the surplus end portion of the lining material is raised in the manhole and pulled out to the ground, and the rising portion of the lining material is covered with a protective cylinder for preventing overexpansion. This prevents overexpansion of the material.

しかしながらこの方法では、内張り材は過膨張防止用保護筒の内周長までは容易に膨張することができるのであり、また当該過膨張防止用保護筒自体の厚さや構造上の厚さも必要であり、マンホール内での作業スペースは限られ、作業効率はさほど改善されることはないのである。   However, in this method, the lining material can easily expand up to the inner peripheral length of the overexpansion prevention protective cylinder, and the thickness of the overexpansion prevention protective cylinder itself and the structural thickness are also required. The work space in the manhole is limited, and the work efficiency is not improved so much.

特開平3−230941号公報JP-A-3-230941

本発明はかかる事情に鑑みなされたものであって、内張り材の余端部をマンホール内で立ち上げ、当該内張り材を通して加熱加圧流体を送りつつ、前記立ち上げ部を冷却することにより、当該立ち上がり部の過膨張を防止し、マンホール内における作業スペースを確保することを目的とするものである。   The present invention has been made in view of such circumstances, and by raising the surplus end portion of the lining material in a manhole and feeding the heated and pressurized fluid through the lining material, The object is to prevent overexpansion of the rising portion and to secure a working space in the manhole.

而して本発明は、マンホール間に設置された既設管路に熱可塑性樹脂よりなる内張り材を設置して内張りする方法において、前記既設管路内に前記内張り材を挿通する工程と、前記既設管路に挿通された前記内張り材の余端部をマンホール内で立ち上げる工程と、前記内張り材の前記立ち上げ部に内張り材の外側から霧を噴霧しながら、前記立ち上げ部を介して内張り材内に加熱加圧流体を送入して、前記既設管路に挿通された内張り材を加熱拡張して既設管路内面に密着せしめる工程と、前記内張り材内に圧縮空気を送入して既設管路に対する密着状態を維持しながら内張り材を冷却する工程とよりなることを特徴とするものである。
本発明においては、前記立ち上げ部の下部の曲がり部に、集中して霧を噴霧することが好ましい。
Thus, the present invention provides a method of installing a lining material made of a thermoplastic resin in an existing pipe line installed between manholes, and a step of inserting the lining material into the existing pipe line, A step of raising the surplus end portion of the lining material inserted into a pipe line in a manhole, and spraying mist from the outside of the lining material on the rising portion of the lining material, while lining the lining material via the raising portion A process of feeding a heated and pressurized fluid into the material, heating and expanding the lining material inserted through the existing pipe line, and closely contacting the inner surface of the existing pipe line; and feeding compressed air into the lining material And a step of cooling the lining material while maintaining a close contact state with the existing pipe line.
In the present invention, it is preferable that the mist is sprayed in a concentrated manner on the lower bent portion of the rising portion.

本発明によれば、内張り材の余端部をマンホール内で立ち上げ、当該内張り材の立ち上げ部に内張り材の外側から霧を噴霧するので、当該内張り材は霧により冷却されて固化し、内側に送入される加熱加圧流体により過度に膨張することはない。   According to the present invention, the surplus portion of the lining material is raised in the manhole, and the mist is sprayed from the outside of the lining material to the rising portion of the lining material, so that the lining material is cooled and solidified by the mist, It does not expand excessively due to the heated pressurized fluid fed inward.

また内張り材の立ち上げ部の下部の曲がり部を霧により冷却されて固化するため、加熱加圧流体の圧力などにより内張り材が不用意に動いたり、沈み込んだりする恐れもない。さらに冷却手段が霧であるため、マンホールの底に水がたまる恐れもなく、作業環境が悪化することがない。   Further, since the bent portion of the lower portion of the rising portion of the lining material is cooled and solidified by fog, the lining material does not move or sink due to the pressure of the heated and pressurized fluid. Furthermore, since the cooling means is fog, there is no fear that water will collect at the bottom of the manhole, and the working environment will not deteriorate.

しかしながら前記霧は内張り材の表面部分のみを冷却し、内面やその内部を流通する加熱加圧流体まで冷却することはない。従って加熱加圧流体は加熱加圧状態のままで管路内に挿通された内張り材に到り、当該内張り材を十分に加熱膨張して既設管路内面に密着させることができるのである。   However, the mist cools only the surface portion of the lining material, and does not cool the inner surface or the heated and pressurized fluid flowing through the inside. Accordingly, the heated and pressurized fluid reaches the lining material inserted into the pipe line in the heated and pressurized state, and the lining material can be sufficiently heated and expanded to adhere to the inner surface of the existing pipe line.

既設管路に内張り材を挿通した状態の中央縦断面図Center longitudinal section with lining material inserted through existing pipeline 既設管路に内張り材を密着せしめた状態の中央縦断面図Center vertical cross section with lining material in close contact with existing pipeline

図面は本発明を実施する状態を示すものであって、図1に示すようにマンホール1,1間に既設管路としての下水道管2が設置されており、当該下水道管2内に熱可塑性樹脂よりなる比較的剛直な内張り材3が挿通されている。   The drawing shows a state in which the present invention is carried out. As shown in FIG. 1, a sewer pipe 2 is installed as an existing pipe line between manholes 1 and 1, and a thermoplastic resin is provided in the sewer pipe 2. A relatively rigid lining material 3 is inserted.

そして当該内張り材3の余端部はローラー4における曲がり部5を介して立ち上げられており、その立ち上げ部6の上端はマンホール1の上端に到っている。また内張り材3の他端部は閉塞されており、当該閉塞部にはホース7が取り付けられており、当該ホース7の先端はマンホール1の外に引き出され、サイレンサー8に接続されている。   The surplus end portion of the lining material 3 is raised through a bent portion 5 in the roller 4, and the upper end of the raised portion 6 reaches the upper end of the manhole 1. The other end portion of the lining material 3 is closed, and a hose 7 is attached to the closed portion, and the tip of the hose 7 is drawn out of the manhole 1 and connected to the silencer 8.

次いで前記内張り材3の立ち上げ部6の端末を栓9で閉塞し、当該栓9に加熱加圧流体送入管10を貫通せしめ、当該加熱加圧流体送入管10から内張り材3内に加圧水蒸気などの加熱加圧流体を送入するようになっている。   Next, the end of the rising portion 6 of the lining material 3 is closed with a plug 9, and a heated pressurized fluid feeding pipe 10 is passed through the stopper 9, and the heated pressurized fluid feeding pipe 10 is inserted into the lining material 3. Heated pressurized fluid such as pressurized steam is fed.

また11は噴霧器であって、ホース12から圧縮空気及び水を送り、噴霧器11において霧13を噴霧して内張り材3の曲がり部5及び立ち上げ部6に吹き付けるようになっている。また14は送風機であって、噴霧器11から噴霧された霧13を内張り材3の曲がり部5及び立ち上げ部6に強く吹き付けるようになっている。   Reference numeral 11 denotes a sprayer, which sends compressed air and water from a hose 12, sprays the mist 13 in the sprayer 11, and sprays the bent part 5 and the rising part 6 of the lining material 3. Reference numeral 14 denotes a blower, which strongly blows the mist 13 sprayed from the sprayer 11 against the bent portion 5 and the rising portion 6 of the lining material 3.

而して噴霧器11で霧13を噴霧し、その霧13を送風機14で内張り材3の曲がり部5及び立ち上げ部6に吹き付けつつ、加熱加圧流体送入管10から加圧水蒸気などの加熱加圧流体を内張り材3内に送入する。   Thus, the mist 13 is sprayed by the sprayer 11, and the mist 13 is blown to the bent portion 5 and the rising portion 6 of the lining material 3 by the blower 14, while the heated pressurized fluid feed pipe 10 is heated and heated. The pressurized fluid is fed into the lining material 3.

これにより少なくとも内張り材3の立ち上げ部6の下部は、霧13に触れて冷却され、内張り材3の管体自体が過度に膨張することはない。またこれによりローラー4に巻回された内張り材3の曲がり部5も霧13により冷却されて固化されるため、加熱加圧流体の圧力などにより内張り材3が動いたり、沈み込んだりする恐れもない。さらに冷却手段が霧13であるので、マンホール1の底に水が溜まることもなく、作業環境が悪化することがない。   Thereby, at least the lower part of the rising portion 6 of the lining material 3 is cooled by touching the mist 13, and the tubular body of the lining material 3 does not expand excessively. In addition, since the bent portion 5 of the lining material 3 wound around the roller 4 is also cooled and solidified by the mist 13, the lining material 3 may move or sink due to the pressure of the heated and pressurized fluid. Absent. Furthermore, since the cooling means is the mist 13, water does not accumulate at the bottom of the manhole 1 and the working environment does not deteriorate.

しかしながら霧に触れて冷却されるのは内張り材3の表面のみであり、内張り材3の内面は冷却されることはなく、また当該内張り材3の内部を通る加熱加圧流体自体もなんら冷却されることはない。   However, only the surface of the lining material 3 is cooled by contact with the mist, the inner surface of the lining material 3 is not cooled, and the heated and pressurized fluid itself passing through the inside of the lining material 3 is also cooled. Never happen.

そして加熱加圧流体送入管10から送入された加熱加圧流体は、内張り材3の立ち上げ部6を通り、ローラー4に巻回された曲がり部5をも通過して、下水道管2に挿通された部分に送入され、図2に示すように当該下水道管2内において内張り材3を膨張させ、下水道管2の内面に密着させるのである。なお加熱加圧流体送入管10から送入された加圧水蒸気などの加熱加圧流体は、ホース7を通じてサイレンサー8から排出される。   The heated and pressurized fluid fed from the heated and pressurized fluid feed pipe 10 passes through the rising portion 6 of the lining material 3 and also passes through the bent portion 5 wound around the roller 4, and the sewer pipe 2. The lining material 3 is inflated in the sewer pipe 2 and brought into close contact with the inner surface of the sewer pipe 2 as shown in FIG. The heated pressurized fluid such as pressurized steam fed from the heated pressurized fluid feed pipe 10 is discharged from the silencer 8 through the hose 7.

なお、内張り材3の立ち上げ部6の上部においては、霧13による冷却が十分に行き届かないため、過度に膨張する可能性があるが、マンホール1内における作業領域はマンホール1の底部であり、かかる上部において過度に膨張したとしても、それが作業の邪魔になることはない。   In addition, in the upper part of the rising part 6 of the lining material 3, since the cooling by the mist 13 is not sufficiently transmitted, there is a possibility that the swell is excessively expanded. However, the work area in the manhole 1 is the bottom of the manhole 1. Even if it expands excessively in such an upper part, it does not interfere with the work.

十分に内張り材3が膨張して下水道管2内面に密着したならば、前記内張り材3内に圧縮空気を送入して下水道管2に対する密着状態を維持しながら、内張り材3を冷却し、下水道管2から突出した内張り材3を切断し、当該切断部を適切に処理することにより、内張り作業は完了する。   If the lining material 3 is sufficiently expanded and is in close contact with the inner surface of the sewer pipe 2, the lining material 3 is cooled while feeding the compressed air into the lining material 3 and maintaining the close contact with the sewer pipe 2. The lining work is completed by cutting the lining material 3 protruding from the sewer pipe 2 and appropriately processing the cut portion.

よって本発明によれば、内張り材3の立ち上げ部6の下部の、もっとも作業に利用される箇所において内張り材3の径が膨張するのを防止し、しかもその内張り材3の膨張を阻止するために内張り材3に余計なものを被せる必要がなく、作業領域を十分に確保することができる。しかもマンホール1の下部が霧13により冷却されるので、作業環境も大幅に改善される。   Therefore, according to the present invention, the diameter of the lining material 3 is prevented from expanding at the lowermost portion of the rising portion 6 of the lining material 3 and most used for work, and the expansion of the lining material 3 is prevented. Therefore, it is not necessary to cover the lining material 3 with an extra material, and a sufficient work area can be secured. Moreover, since the lower part of the manhole 1 is cooled by the mist 13, the working environment is also greatly improved.

1 マンホール
2 下水道管(既設管路)
3 内張り材
5 曲がり部
6 立ち上げ部
13 霧
1 Manhole 2 Sewer pipe (existing pipeline)
3 Lining material 5 Bent part 6 Start-up part 13 Fog

Claims (2)

マンホール(1、1)間に設置された既設管路(2)に熱可塑性樹脂よりなる内張り材(3)を設置して内張りする方法において、前記既設管路(2)内に前記内張り材(3)を挿通する工程と、前記既設管路(2)に挿通された前記内張り材(3)の余端部をマンホール(1)内で立ち上げる工程と、前記内張り材(3)の前記立ち上げ部(6)に内張り材(3)の外側から霧(13)を噴霧しながら、前記立ち上げ部を介して内張り材(3)内に加熱加圧流体を送入して、前記既設管路(2)に挿通された内張り材(3)を加熱拡張して既設管路(2)内面に密着せしめる工程と、前記内張り材(3)内に圧縮空気を送入して既設管路(2)に対する密着状態を維持しながら内張り材(3)を冷却する工程とよりなることを特徴とする、既設管路の内張り方法 A method of lining installed manhole (1,1) existing pipeline placed between (2) within upholstery ing a thermoplastic resin (3), the lining on the existing conduit (2) in A step of inserting a material (3), a step of raising an extra end portion of the lining material (3) inserted through the existing pipe line (2) in a manhole (1), and a step of While spraying the mist (13) from the outside of the lining material (3) to the rising portion (6), the heated pressurized fluid is fed into the lining material (3) through the rising portion , A process of heating and expanding the lining material (3) inserted through the existing pipe line (2) and bringing it into intimate contact with the inner surface of the existing pipe line (2), and supplying compressed air into the lining material (3) Characterized in that it comprises a step of cooling the lining material (3) while maintaining a close contact with the path (2),設管 path method of lining 前記立ち上げ部(6)の下部の曲がり部(5)に、集中して霧(13)を噴霧することを特徴とする、請求項1に記載の既設管路の内張り方法 The lining method for an existing pipeline according to claim 1, characterized in that the mist (13) is sprayed in a concentrated manner on the bent portion (5) of the lower portion of the rising portion (6).
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4015723A1 (en) * 2020-12-16 2022-06-22 Geiger Kanaltechnik GmbH & Co. KG Atmosphere separation apparatus and method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4015723A1 (en) * 2020-12-16 2022-06-22 Geiger Kanaltechnik GmbH & Co. KG Atmosphere separation apparatus and method thereof

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