JP2007283540A - Regeneration method of existing pipe - Google Patents

Regeneration method of existing pipe Download PDF

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JP2007283540A
JP2007283540A JP2006110861A JP2006110861A JP2007283540A JP 2007283540 A JP2007283540 A JP 2007283540A JP 2006110861 A JP2006110861 A JP 2006110861A JP 2006110861 A JP2006110861 A JP 2006110861A JP 2007283540 A JP2007283540 A JP 2007283540A
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pipe
pipes
rehabilitation
existing
heating
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JP4795085B2 (en
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Tsukasa Uemichi
司 上道
Jun Tsuda
順 津田
Hirofusa Minamizawa
弘興 南澤
Eiichiro Sawada
栄一郎 澤田
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TSUSHIN DOBOKU CONSULTANT KK
Sekisui Chemical Co Ltd
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TSUSHIN DOBOKU CONSULTANT KK
Sekisui Chemical Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a regeneration method of an existing pipe which efficiently regenerates a plurality of existing pipes in a manhole with which the opening ends of a plurality of the existing pipes are faced to largely shorten the work time required in regeneration. <P>SOLUTION: When at least two existing pipes 20 to be regenerated of a plurality of the existing pipes embedded in the ground exist, a regeneration pipe 30, which has a cross section smaller than that of each of the existing pipes 20 and comprises a thermoplastic resin, is inserted in each of the existing pipes 20 to be regenerated and heated and internally pressurized to be increased in its diameter to be internally provided to the inner surface of each of the existing pipes 20 in a close contact state. In this regeneration method of the existing pipe, the regeneration pipes 30 are inserted in all of the existing pipes 20 through the manhole 10 with which the opening ends 21 of the existing pipes 20 are faced before each of the existing pipes 20 is increased in its diameter. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、地中に埋設された複数本の既設管を更生する工法に関する。   The present invention relates to a method for rehabilitating a plurality of existing pipes buried in the ground.

地中に埋設されている既設管は、老朽化が進んでいる場合、様々な方法で補強や修復が行われている。   Existing pipes buried in the ground are reinforced and restored in various ways when they are aging.

この既設管の更生工法として、熱可塑性樹脂からなる更生管を既設管内面に設ける方法が特許文献1に提案されている。ここで用いられている更生管は、既設管の内径より断面積が小さくなるように折り畳まれた状態のものであり、その状態から所定の温度に加熱されると筒状に復元可能な形状記憶効果を有している。   As a method for rehabilitating the existing pipe, Patent Document 1 proposes a method of providing a rehabilitation pipe made of a thermoplastic resin on the inner surface of the existing pipe. The rehabilitation pipe used here is in a state of being folded so that the cross-sectional area is smaller than the inner diameter of the existing pipe, and can be restored to a cylindrical shape when heated to a predetermined temperature from that state. Has an effect.

この更生工法は、図7に示すように、まず、折り畳まれた状態の更生管130を既設管120内に挿入し(以下、第1工程という)、この更生管130内に加熱ガスを供給して更生管130を筒状に復元させつつ軟化させ(以下、第2工程という)、加熱ガスの供給を停止させた後、加圧空気を更生管130内に供給し、図8に示すように更生管130を拡径させる(以下、第3工程という)というものである。
特開平11−230412号公報
In this rehabilitation method, as shown in FIG. 7, first, the rehabilitated pipe 130 in a folded state is inserted into the existing pipe 120 (hereinafter referred to as the first step), and heated gas is supplied into the rehabilitated pipe 130. Then, the rehabilitation pipe 130 is softened while being restored to a cylindrical shape (hereinafter referred to as the second step), and after the supply of the heated gas is stopped, pressurized air is supplied into the rehabilitation pipe 130, as shown in FIG. The diameter of the rehabilitation pipe 130 is increased (hereinafter referred to as the third step).
Japanese Patent Laid-Open No. 11-230212

ところで、都市、市街地のみならず、住宅地においても、景観、地上空間の有効活用、安全性の観点から、電力ケーブルや通信ケーブルなどの地中埋設化が近年盛んに行われている。このような長尺のケーブルを地中に敷設するにあたっては、図7および8に示すように、所定間隔で設置された複数のマンホール110、111を連通するように地中に埋設された既設管120が用いられており、ケーブルはその既設管120内に挿通されることで敷設される。上記したマンホール110、111は、既設管120の管路の中継点や分岐点となっており、上記したケーブルの搬入、接続、メンテナンスなどに用いられている。さらに、2つのマンホール110,111間に着目すると、複数本のケーブルを並列して敷設するために、上記した既設管120は複数本が並列した状態で埋設されていることも少なくない。   By the way, not only in cities and urban areas, but also in residential areas, undergrounding of power cables and communication cables has been actively performed in recent years from the viewpoint of landscape, effective use of ground space, and safety. In laying such a long cable in the ground, as shown in FIGS. 7 and 8, an existing pipe buried in the ground so as to communicate with a plurality of manholes 110, 111 installed at predetermined intervals. 120 is used, and the cable is laid by being inserted into the existing pipe 120. The above-described manholes 110 and 111 serve as relay points and branch points of the existing pipe 120, and are used for carrying in, connecting, and maintaining the cables. Further, when paying attention between the two manholes 110 and 111, in order to lay a plurality of cables in parallel, the above-described existing pipe 120 is often buried in a state in which a plurality of cables are arranged in parallel.

したがって、これらのことから、複数本が並列状態とされた既設管120が、分岐や中継によってマンホール110、111で分かれているため、結果として、1つのマンホール110、111では既設管の開口端が多数存在する状態となっている。   Therefore, since the existing pipe 120 in which a plurality of pipes are arranged in parallel is divided by the manholes 110 and 111 by branching or relaying, as a result, the opening end of the existing pipe is not provided in one manhole 110 or 111. There are many states.

従来、複数本の既設管の開口端121が多数存在した状態のマンホール110を通じてこれら複数本の既設管120を更生するには、1本目の既設管120を上述したように第1工程、第2工程、第3工程の順で更生した後、2本目の既設管120を第1工程、第2工程、第3工程の順で更生し、以後残りの既設管120についても同様にして更正するといった具合に、更生を要する既設管120の数だけ上記の工程を繰り返していた。   Conventionally, in order to rehabilitate the plurality of existing pipes 120 through the manhole 110 in which a large number of open ends 121 of the plurality of existing pipes exist, the first existing pipe 120 is processed in the first step, as described above. After the rehabilitation in the order of the process and the third process, the second existing pipe 120 is renewed in the order of the first process, the second process and the third process, and the remaining existing pipes 120 are corrected in the same manner thereafter. In particular, the above steps were repeated as many as the number of existing pipes 120 requiring rehabilitation.

したがって、このような手順で複数本の既設管120を更生すると、更生に要する作業時間が長くなってしまい、人件費などの施工コストがかかってしまうだけでなく、既設管120の更生が道路を交通規制して行われている場合には、長時間の交通規制が必要となるため交通渋滞を招来するといった問題があった。   Therefore, rehabilitating a plurality of existing pipes 120 in such a procedure not only increases the work time required for rehabilitation, but also increases construction costs such as labor costs, and the rehabilitation of the existing pipes 120 causes the road to be rehabilitated. When the traffic is regulated, there is a problem that traffic congestion is caused because long-time traffic regulation is required.

本発明は係る実情に鑑みてなされたもので、その目的は、複数本の既設管の開口端が臨んだマンホールにおいて、複数本の既設管を効率良く更生でき、更生に要する作業時間を大幅に短縮することができる既設管の更生工法を提供することにある。   The present invention has been made in view of the actual situation, and the purpose of the present invention is to efficiently rehabilitate a plurality of existing pipes in a manhole facing the open ends of a plurality of existing pipes, greatly increasing the work time required for rehabilitation. The object is to provide an existing pipe rehabilitation method that can be shortened.

上記課題を解決するため、本発明の既設管の更生工法は、地中に埋設された複数本の既設管のうち更生を要する既設管が2本以上存在する場合に、更正を要する既設管のそれぞれに該既設管より断面積の小さな熱可塑性樹脂からなる更生管を挿入し、該更生管を加熱するとともにその内部より加圧して該更生管を拡径させることで、既設管内面に更生管を密着状態で内設させる既設管の更生工法において、各更生管を拡径させる前に、前記既設管の開口端が臨むマンホールを通じてこれら既設管のすべてに前記更生管を挿入しておくことを特徴とする。   In order to solve the above-mentioned problem, the rehabilitation method for existing pipes according to the present invention is a method for rehabilitating existing pipes that need to be corrected when there are two or more existing pipes that need to be rehabilitated. A rehabilitation pipe made of a thermoplastic resin having a smaller cross-sectional area than the existing pipe is inserted into each, and the rehabilitation pipe is heated and pressurized from the inside to expand the diameter of the rehabilitation pipe. In the rehabilitation method for existing pipes that are installed in close contact with each other, before expanding the diameter of each rehabilitated pipe, inserting the rehabilitated pipe into all of these existing pipes through a manhole facing the open end of the existing pipe. Features.

このような本発明によると、各更生管を拡径させる前に、既設管の開口端が臨むマンホールを通じてこれら既設管のすべてに更生管を挿入するものであるから、従来とは異なり、既設管を1本ずつ更生するといった煩瑣な作業を行う必要がなくなる。   According to the present invention, since the rehabilitation pipes are inserted into all of the existing pipes through the manhole facing the open ends of the existing pipes before the diameters of the respective rehabilitation pipes are expanded, There is no need to perform a cumbersome task of rehabilitating each one.

したがって、既設管に挿入された更生管のすべてを一括して拡径させたり、また、すべての更生管のうち複数本ずつ拡径させたりといったことが可能になる。   Therefore, it is possible to increase the diameter of all the rehabilitated pipes inserted into the existing pipes at once, or to increase the diameter of a plurality of rehabilitated pipes.

また、前記更正管のすべてに対して一括して加熱を行い、その後にすべての更正管に対して一括してその内部から加圧することですべての更正管を同時に拡径させるものであってもよい。   Moreover, even if it heats up all the said correction pipes collectively, and expands all the correction pipes simultaneously by pressurizing from the inside to all the correction pipes collectively after that, Good.

この場合、更生を要する既設管に挿入されたすべての更正管を一括して同時に拡径させるものであるから、従来とは異なり、1本ずつ更生管を拡径させるといった煩瑣な作業を必要とせず、施工時間を大幅に短縮することができる。   In this case, since all the calibrated pipes inserted into the existing pipes that require rehabilitation are expanded at the same time, unlike the conventional case, it is necessary to perform a troublesome operation such as expanding the regenerated pipes one by one. Therefore, the construction time can be greatly reduced.

また、前記更正管のすべてに対して一括して加熱を行い、その後にすべての更正管に対して各更正管毎の最適な条件下で一括してその内部から加圧することですべての更正管を同時に拡径させるものであってもよい。   In addition, all the correction pipes are heated together, and then all the correction pipes are pressurized from the inside under the optimum conditions for each correction pipe. May be expanded at the same time.

この場合、更生管を一括して同時に拡径させる際に、更生管毎に最適な条件下で一括して更生管を加圧するので、更生管の肉厚や径などがそれぞれ異なる場合でも、良好に更生管を拡径させることができるとともに、1本ずつ更生管を拡径させるといった煩瑣な作業を必要とせず、施工時間を大幅に短縮することができる。   In this case, when expanding the rehabilitation pipes at the same time, pressurize the rehabilitation pipes under the optimum conditions for each rehabilitation pipe, so even if the thickness and diameter of the rehabilitation pipes are different, it is good. In addition, the diameter of the rehabilitating pipe can be increased, and the troublesome work of increasing the diameter of the rehabilitating pipe one by one is not required, and the construction time can be greatly shortened.

また、前記更正管を複数のグループに分け、各グループ毎に更正管に対して加熱を行った後その内部から加圧することで更正管を拡径させることとし、且つ、先のグループの加熱が終了した後で次のグループで加熱を開始するものであってもよい。   In addition, the correction pipes are divided into a plurality of groups, and after heating the correction pipes for each group, the diameter of the correction pipes is expanded by pressurizing from the inside, and the heating of the previous group is performed. Heating may be started in the next group after completion.

例えば、すべての更生管を一括して加熱または加圧すると、それらの更生管の総体積が大きくなりすぎることがある。その場合、すべての更生管内に加熱ガスおよび加圧空気を行き渡らせることが難しく、すべての更生管を所定温度または所定圧力に到達させるのに時間がかかってしまったり、加熱または加圧が不十分になってしまったりする虞がある。そのため、出力の大きな加熱装置や加圧装置が必要となってしまい、設備コストがかかってしまう。   For example, if all rehabilitation tubes are heated or pressurized together, the total volume of those rehabilitation tubes may become too large. In that case, it is difficult to distribute heated gas and pressurized air in all the rehabilitation pipes, and it takes time to reach all the rehabilitation pipes to the predetermined temperature or pressure, and heating or pressurization is insufficient. There is a risk of becoming. For this reason, a heating device or a pressurizing device having a large output is required, and the equipment cost is increased.

しかしながら、この場合、すべての更正管を複数のグループに分け、各グループ毎に更正管に対して加熱を行った後その内部から加圧することで更正管を拡径させることとし、且つ、先のグループの加熱が終了した後で次のグループで加熱を開始するものであるから、更生管の拡径を各グループ毎に順次行うことができる。すなわち、例えば、第1グループの更生管を加熱した後に、第1グループの更生管を加圧するとともに第2グループの更生管を加熱し、さらに、第2グループの更生管の加熱が終わった後に、第2グループの更生管を加圧するとともに第3グループの更生管を加熱するといったことを順次行うことができる。   However, in this case, all the rectifying pipes are divided into a plurality of groups, and the rectifying pipes are expanded in diameter by applying pressure from the inside after heating the rectifying pipes for each group. Since the heating is started in the next group after the heating of the group is completed, the diameter of the rehabilitation pipe can be sequentially increased for each group. That is, for example, after heating the rehabilitation tube of the first group, pressurizing the rehabilitation tube of the first group and heating the rehabilitation tube of the second group, and further, after heating of the rehabilitation tube of the second group is finished, It is possible to sequentially perform such operations as pressurizing the second group of rehabilitation pipes and heating the third group of rehabilitation pipes.

したがって、既設管に挿入された更生管のすべてを一度に加熱または加圧しないので、加熱または加圧する更生管の総体積が大きくなりすぎず、大きな出力の加熱装置や加圧装置が必要となることがない。すなわち、これまで使用していた加熱装置や加圧装置の出力に応じて、更生管を適正本数ずつ拡径させることができる。   Therefore, since all of the rehabilitation pipes inserted into the existing pipes are not heated or pressurized at a time, the total volume of the rehabilitation pipes to be heated or pressurized does not become too large, and a large output heating device or pressurizing device is required. There is nothing. That is, the diameter of the rehabilitating pipe can be increased by an appropriate number according to the output of the heating device or pressurizing device that has been used so far.

本発明の既設管の更生工法は、複数本の既設管の開口端が臨んだマンホールにおいて、複数本の既設管を効率良く更生でき、更生に要する作業時間を大幅に短縮することができるといった効果を奏する。   The rehabilitation method for existing pipes according to the present invention is an effect that a plurality of existing pipes can be rehabilitated efficiently in a manhole facing the open ends of a plurality of existing pipes, and the work time required for rehabilitation can be greatly reduced. Play.

以下、本発明の実施の形態について、図面を参照して説明する。   Embodiments of the present invention will be described below with reference to the drawings.

[実施の形態1]
図1、2および3は、本実施の形態における更生工法の手順を示す概略図であり、図1は既設管20に更生管30を挿入する工程、図2は更生管30に拡径装置40を取り付けた状態、および、図3は更生管30を拡径した状態をそれぞれ示す。
[Embodiment 1]
1, 2 and 3 are schematic views showing the procedure of the rehabilitation method in the present embodiment. FIG. 1 is a process of inserting the rehabilitation pipe 30 into the existing pipe 20, and FIG. FIG. 3 shows a state where the diameter of the rehabilitation pipe 30 is expanded.

本実施の形態における既設管20の更生工法は、既設管20に更生管30を挿入する第1工程と、更生管30を加熱する第2工程と、更生管30を加圧する第3工程とを備えている。   The rehabilitation method of the existing pipe 20 in the present embodiment includes a first step of inserting the rehabilitation pipe 30 into the existing pipe 20, a second step of heating the rehabilitation pipe 30, and a third step of pressurizing the rehabilitation pipe 30. I have.

まず、図1に示すように、更生を要する既設管20のすべてに更生管30を挿入する第1工程を行う。   First, as shown in FIG. 1, the 1st process of inserting the rehabilitation pipe | tube 30 in all the existing pipe | tubes 20 which require rehabilitation is performed.

図1に示すように、更生する既設管20は、複数本が並列状態とされ2方向に埋設されており、それらの既設管20の開口端21がマンホール10に臨んだ状態となっている。   As shown in FIG. 1, a plurality of existing pipes 20 to be rehabilitated are arranged in parallel and embedded in two directions, and the open ends 21 of these existing pipes 20 face the manhole 10.

このマンホール10を通じて上記の開口端21から複数の既設管20内に更生管30を挿入する。その際、例えば、すでに更生を済ませた既設管20、状態が良く更生を要しない既設管20、および、後で別途更生を行う既設管20などのような更生を必要としない既設管20がある場合には、それらの既設管20には更生管30の挿入を行わない。   Rehabilitation pipes 30 are inserted into the plurality of existing pipes 20 from the opening end 21 through the manhole 10. At that time, for example, there is an existing pipe 20 that has already been rehabilitated, an existing pipe 20 that is in good condition and does not require rehabilitation, and an existing pipe 20 that does not require rehabilitation, such as an existing pipe 20 that is rehabilitated later. In some cases, the rehabilitation pipe 30 is not inserted into the existing pipes 20.

まず、このマンホール10の周辺の地面に、更生する既設管20の数だけ更生管30を用意し、その更生管30の先端に、ワイヤー(図示せず)が連結された引込栓(図示せず)を取り付け、このワイヤーをマンホール10を通じて既設管20の開口端21から既設管20内に引き込み、他のマンホール11の開口端22からこのマンホール11周辺に設置されたウインチ(図示せず)にワイヤーを接続する。   First, a number of rehabilitating pipes 30 are prepared for the number of existing pipes 20 to be rehabilitated on the ground around the manhole 10, and a pull-in plug (not shown) having a wire (not shown) connected to the tip of the rehabilitating pipe 30 is provided. ), The wire is drawn into the existing pipe 20 from the opening end 21 of the existing pipe 20 through the manhole 10, and the wire is connected to the winch (not shown) installed around the manhole 11 from the opening end 22 of the other manhole 11. Connect.

このウインチによってワイヤーを他のマンホール11側へと牽引していくことで、図2に示すように、更生管30がマンホール10、11間の既設管20内へと挿入される。このようにして、1本ずつまたは複数本ずつ更生管30を既設管20内に引き込んでいき、更生を要する既設管20のすべてに更生管30を引き込んだら、図2に示すように、これらの更生管30に拡径装置40を接続する。   By pulling the wire to the other manhole 11 side by this winch, the rehabilitation pipe 30 is inserted into the existing pipe 20 between the manholes 10 and 11, as shown in FIG. In this way, the rehabilitating pipes 30 are drawn into the existing pipes 20 one by one or plurally, and when the rehabilitating pipes 30 are drawn into all of the existing pipes 20 that require rehabilitation, as shown in FIG. The diameter expansion device 40 is connected to the rehabilitation pipe 30.

上記拡径装置40は、図2に示すように、加熱ガスを生成する加熱装置41と、加圧空気を生成する加圧装置42と、加熱装置41に接続された加熱ガス経路43と、加圧装置42に接続された加圧空気経路44と、加熱ガス経路43と加圧空気経路44とが合流されるとともに各更生管30の始端31側に分岐して接続された分岐経路45と、各更生管30の終端32側に接続されるとともにその経路を合流した排出経路47とを備えている。また、上記加熱ガス経路43には、加熱装置41から供給される加熱ガスの流量を調節する加熱ガスバルブ43aが設けられ、また、上記加圧空気経路44には、加圧装置42から供給される加圧空気の流量を調節する加圧空気バルブ44aが設けられ、また、上記排出経路47には、更生管30内のガス量を調節する排出バルブ47aが設けられている。さらに、分岐経路45および排出経路47には、更生管30内の圧力を測定する圧力計48、49がそれぞれ設けられている。   As shown in FIG. 2, the diameter expansion device 40 includes a heating device 41 that generates heating gas, a pressurizing device 42 that generates pressurized air, a heating gas path 43 connected to the heating device 41, and a heating device. A pressurized air path 44 connected to the pressure device 42, a heating gas path 43 and the pressurized air path 44 are merged, and a branched path 45 branched and connected to the start end 31 side of each rehabilitating pipe 30; A discharge path 47 is provided which is connected to the end 32 side of each rehabilitation pipe 30 and joins the paths. The heating gas passage 43 is provided with a heating gas valve 43a for adjusting the flow rate of the heating gas supplied from the heating device 41, and the pressurized air passage 44 is supplied from the pressurizing device 42. A pressurized air valve 44a for adjusting the flow rate of the pressurized air is provided, and a discharge valve 47a for adjusting the amount of gas in the rehabilitation pipe 30 is provided in the discharge path 47. Further, the branch path 45 and the discharge path 47 are provided with pressure gauges 48 and 49 for measuring the pressure in the rehabilitation pipe 30, respectively.

上記加熱装置41としては、特に限定するものではなく、例えば、蒸気を発生させることができるボイラーなどがあげられる。   The heating device 41 is not particularly limited, and examples thereof include a boiler that can generate steam.

上記加圧装置42としては、特に限定するものではなく、例えば、空気を圧縮することができるコンプレッサーなどがあげられる。   The pressurizing device 42 is not particularly limited, and examples thereof include a compressor that can compress air.

次に、既設管20に挿入された更生管30すべてを一括して同時に加熱する第2工程を行う。   Next, the 2nd process of heating all the renovation pipe | tubes 30 inserted in the existing pipe | tube 20 collectively simultaneously is performed.

具体的には、加熱ガス経路43の加熱ガスバルブ43aを所定量開くことで、加熱装置41で生成された加熱ガスが、加熱ガス経路43を通り分岐経路45で各更生管30へと分岐され、すべての更生管30内に同時に供給される。この加熱ガスによって、すべての更生管30は筒状に復元されつつ軟化していく。その際、排出経路47の排出バルブ47aを所定量開けておくことで、余剰な加熱ガスや温度低下した加熱ガスを排出経路47から排出させることができる。   Specifically, by opening the heating gas valve 43a of the heating gas path 43 by a predetermined amount, the heating gas generated by the heating device 41 is branched to the rehabilitation pipes 30 through the heating gas path 43 and the branch paths 45, All the rehabilitation pipes 30 are supplied simultaneously. With this heated gas, all the rehabilitation pipes 30 are softened while being restored to a cylindrical shape. At that time, by opening a predetermined amount of the discharge valve 47 a of the discharge path 47, it is possible to discharge excess heating gas or heated gas whose temperature has decreased from the discharge path 47.

次に、図3に示すように、既設管20に挿入された更生管30すべてを一括して同時に加圧する第3工程を行う。   Next, as shown in FIG. 3, a third step is performed in which all the renovated pipes 30 inserted into the existing pipe 20 are simultaneously pressurized.

具体的には、まず、加熱ガス経路43の加熱ガスバルブ43aを閉じ、加熱ガスの供給を止める。その後、加圧空気経路44の加圧空気バルブ44aを所定量開くことで、加圧空気が加圧装置42から加圧空気経路44を通って分岐経路45で各更生管30へと分岐され、すべての更生管30内に同時に加圧空気が供給される。この加圧空気によって、軟化した更生管30のすべてが拡径され、既設管20の内面に密着した状態で内設される。その際、各更生管30内の圧力が圧力計48、49によって測定され、負荷されている圧力が適正値でない場合には、加圧空気バルブ44aと排出バルブ47aとで圧力を調節する。   Specifically, first, the heating gas valve 43a of the heating gas path 43 is closed, and the supply of the heating gas is stopped. Thereafter, by opening a predetermined amount of the pressurized air valve 44a of the pressurized air path 44, the pressurized air is branched from the pressurizing device 42 through the pressurized air path 44 to the rehabilitation pipes 30 through the branch path 45, Pressurized air is simultaneously supplied into all the rehabilitation pipes 30. All the softened rehabilitation pipes 30 are expanded in diameter by this pressurized air, and are installed in a state of being in close contact with the inner surface of the existing pipe 20. At that time, the pressure in each rehabilitating pipe 30 is measured by pressure gauges 48 and 49, and when the loaded pressure is not an appropriate value, the pressure is adjusted by the pressurized air valve 44a and the discharge valve 47a.

この後、加圧空気経路44の加圧空気バルブ44aを閉じ、加圧空気の供給を止め、さらに、すべての更生管30内に水や空気を流し更生管30を冷却する。   Thereafter, the pressurized air valve 44 a of the pressurized air path 44 is closed, the supply of pressurized air is stopped, and further, the rehabilitating pipe 30 is cooled by flowing water and air into all the rehabilitating pipes 30.

最後に、すべての更生管30の冷却が終了したら、これら更生管30の始端31と終端32とを既設管20の開口端21、22に揃えて切断して仕上げる。   Finally, when the cooling of all the rehabilitating pipes 30 is completed, the start end 31 and the end end 32 of the rehabilitation pipes 30 are cut and finished so as to be aligned with the open ends 21 and 22 of the existing pipe 20.

以上のようにして、本実施の形態における既設管20の更生工法を良好に行うことができ、従来の工法と比較して短時間で作業を終了させることができる。   As described above, the rehabilitation method for the existing pipe 20 in the present embodiment can be performed satisfactorily, and the work can be completed in a short time compared to the conventional method.

[実施の形態2]
図4および5は、本実施に形態における既設管20の更生工法の手順を示す概略図であり、図4は更生管30に拡径装置40を取り付けた状態、および、図5は更生管30を拡径した状態をそれぞれ示す。
[Embodiment 2]
4 and 5 are schematic views showing the procedure of the rehabilitation method for the existing pipe 20 in the present embodiment. FIG. 4 shows a state in which the diameter expansion device 40 is attached to the rehabilitation pipe 30, and FIG. The state which expanded diameter is shown, respectively.

本実施の形態における既設管20の更生工法は、既設管20に更生管30を挿入する第1工程と、更生管30を加熱する第2工程と、更生管30を加圧する第3工程とを備えている。   The rehabilitation method of the existing pipe 20 in the present embodiment includes a first step of inserting the rehabilitation pipe 30 into the existing pipe 20, a second step of heating the rehabilitation pipe 30, and a third step of pressurizing the rehabilitation pipe 30. I have.

なお、本実施の形態の更生工法は、前述した実施の形態1のものと第1工程は同じ構成であるので、同一部材には同一符号を付してその説明を省略し、相違点である第2工程、第3工程、および、拡径装置40について説明する。   The rehabilitation method of the present embodiment is the same as that of the first embodiment described above, and the first step is the same as the first embodiment. The 2nd process, the 3rd process, and diameter expansion device 40 are explained.

本実施の形態で使用される拡径装置40は、図4に示すように、加熱ガスを生成する加熱装置41と、加圧空気を生成する加圧装置42と、加熱装置41に接続された加熱ガス経路43と、加圧装置42に接続された加圧空気経路44と、加熱ガス経路43と加圧空気経路44とが合流されるとともに各更生管30の始端31側に分岐して接続された分岐経路45と、各更生管30毎の終端32側に接続された複数の排出経路47とを備えている。また、上記加熱ガス経路43には、加熱装置41から供給される加熱ガスの流量を調節する加熱ガスバルブ43aが設けられ、また、上記加圧空気経路44には、加圧装置42から供給される加圧空気の流量を調節する加圧空気バルブ44aが設けられ、また、上記各排出経路47には、更生管30内のガス量を調節する排出バルブ47aがそれぞれ設けられている。さらに、分岐経路45のうち分岐された部分には、各更生管30毎にガスの流量が調節できる調節バルブ45aおよびと各更生管30内の圧力を測定する圧力計48とがそれぞれ設けられ、また、各排出経路47には各更生管30内の圧力を測定する圧力計49が設けられている。   As shown in FIG. 4, the diameter expansion device 40 used in the present embodiment is connected to a heating device 41 that generates heating gas, a pressurization device 42 that generates pressurized air, and the heating device 41. The heated gas path 43, the pressurized air path 44 connected to the pressurizing device 42, and the heated gas path 43 and the pressurized air path 44 are merged and branched and connected to the start end 31 side of each rehabilitating pipe 30. And a plurality of discharge paths 47 connected to the end 32 side of each rehabilitating pipe 30. The heating gas passage 43 is provided with a heating gas valve 43a for adjusting the flow rate of the heating gas supplied from the heating device 41, and the pressurized air passage 44 is supplied from the pressurizing device 42. A pressurized air valve 44a for adjusting the flow rate of the pressurized air is provided, and each discharge path 47 is provided with a discharge valve 47a for adjusting the amount of gas in the rehabilitation pipe 30. Further, the branched portion of the branch path 45 is provided with an adjustment valve 45a that can adjust the gas flow rate for each rehabilitation pipe 30 and a pressure gauge 48 that measures the pressure in each rehabilitation pipe 30, respectively. Each discharge path 47 is provided with a pressure gauge 49 for measuring the pressure in each rehabilitation pipe 30.

上記加熱装置41としては、特に限定するものではなく、例えば、蒸気を発生させることができるボイラーなどがあげられる。   The heating device 41 is not particularly limited, and examples thereof include a boiler that can generate steam.

上記加圧装置42としては、特に限定するものではなく、例えば、空気を圧縮することができるコンプレッサーなどがあげられる。   The pressurizing device 42 is not particularly limited, and examples thereof include a compressor that can compress air.

まず、更生を要するすべての既設管20内に更生管30を挿入する第1工程が終了したら、既設管20に挿入された更生管30すべてを一括して同時に加熱する第2工程を行う。   First, when the first step of inserting the rehabilitated pipe 30 into all the existing pipes 20 requiring rehabilitation is completed, a second step of simultaneously heating all the rehabilitated pipes 30 inserted into the existing pipe 20 is performed.

具体的には、加熱ガス経路43の加熱ガスバルブ43aを所定量開くとともに分岐経路45の各調節バルブ45aを開く。これにより、加熱装置41で生成された加熱ガスが、加熱ガス経路43を通って分岐経路45で各更生管30へと分岐され、すべての更生管30内に同時に供給される。この加熱ガスによって、すべての更生管30は筒状に復元されつつ軟化していく。その際、各排出経路47の各排出バルブ47aを所定量開けておくことで、余剰な加熱ガスや温度低下した加熱ガスを各排出経路47から排出させることができる。   Specifically, the heating gas valve 43a of the heating gas path 43 is opened by a predetermined amount, and the adjustment valves 45a of the branch path 45 are opened. As a result, the heating gas generated by the heating device 41 is branched into the rehabilitation pipes 30 through the heating gas path 43 and the branch paths 45, and is supplied to all the rehabilitation pipes 30 simultaneously. With this heated gas, all the rehabilitation pipes 30 are softened while being restored to a cylindrical shape. At that time, by opening a predetermined amount of each discharge valve 47 a of each discharge path 47, it is possible to discharge surplus heating gas or heated gas whose temperature has decreased from each discharge path 47.

次に、図5に示すように、既設管20に挿入された更生管30のすべてに対して、各更正管毎の最適な条件下で一括して同時に加圧する第3工程を行う。   Next, as shown in FIG. 5, a third step is performed in which all the renovated pipes 30 inserted into the existing pipe 20 are simultaneously pressurized under the optimum conditions for each of the renewed pipes.

具体的には、まず、加熱ガス経路43の加熱ガスバルブ43aと分岐経路45の各調節バルブ45aを閉じ、加熱ガスの供給を止める。その後、加圧空気経路44の加圧空気バルブ44aを所定量開くとともに、各更生管30に供給される加圧空気が各更生管30毎の最適圧力条件となるように分岐経路45の各圧力計48でチェックしつつ各調節バルブ45aを開く。これにより、加圧装置42で生成された加圧空気が、加圧空気経路44を通って分岐経路45で各更生管30へと分岐され、各調節バルブ45aで調節された圧力の加圧空気がすべての更生管30内に同時に供給される。この加圧空気によって、軟化した更生管30のすべてがその最適圧力条件で拡径され、既設管20の内面に密着した状態で内設される。その際、各更生管30内の圧力が各圧力計48、49によって測定され、負荷されている圧力が適正値でない場合には、各調節バルブ45aと各排出バルブ47aとで圧力を調節する。   Specifically, first, the heating gas valve 43a of the heating gas path 43 and the control valves 45a of the branch path 45 are closed, and the supply of the heating gas is stopped. Thereafter, the pressurized air valve 44a of the pressurized air path 44 is opened by a predetermined amount, and each pressure of the branch path 45 is set so that the pressurized air supplied to each rehabilitating pipe 30 becomes the optimum pressure condition for each rehabilitating pipe 30. While checking with a total of 48, each control valve 45a is opened. As a result, the pressurized air generated by the pressurizing device 42 is branched to the rehabilitation pipes 30 through the pressurized air path 44 and at the branch paths 45, and the pressurized air at the pressure adjusted by the respective regulating valves 45 a. Are fed into all the rehabilitation pipes 30 simultaneously. With this pressurized air, all of the softened rehabilitation pipe 30 is expanded in diameter under the optimum pressure condition, and is installed in a state of being in close contact with the inner surface of the existing pipe 20. At that time, the pressure in each rehabilitation pipe 30 is measured by each pressure gauge 48, 49, and if the applied pressure is not an appropriate value, the pressure is adjusted by each adjustment valve 45a and each discharge valve 47a.

この後、加圧空気経路44の加圧空気バルブ44aと各調節バルブ45aとを閉じ、加圧空気の供給を止め、さらに、すべての更生管30内に水や空気を流し更生管30を冷却する。   Thereafter, the pressurized air valve 44a and each regulating valve 45a of the pressurized air path 44 are closed, supply of pressurized air is stopped, and water and air are allowed to flow through all the rehabilitating pipes 30 to cool the rehabilitating pipes 30. To do.

最後に、すべての更生管30の冷却が終了したら、これら更生管30の始端31と終端32とを既設管20の開口端21、22に揃えて切断して仕上げる。   Finally, when the cooling of all the rehabilitating pipes 30 is completed, the start end 31 and the end end 32 of the rehabilitation pipes 30 are cut and finished so as to be aligned with the open ends 21 and 22 of the existing pipe 20.

以上のようにして、本実施の形態における既設管20の更生工法を良好に行うことができ、従来の工法と比較して短時間で作業を終了させることができる。   As described above, the rehabilitation method for the existing pipe 20 in the present embodiment can be performed satisfactorily, and the work can be completed in a short time compared to the conventional method.

[実施の形態3]
図6は、本実施の形態における既設管20の更生工法に用いられる拡径装置40の一部を示す概略図である。
[Embodiment 3]
FIG. 6 is a schematic view showing a part of the diameter expansion device 40 used in the rehabilitation method for the existing pipe 20 in the present embodiment.

本実施の形態における既設管20の更生工法は、既設管20に更生管30を挿入する第1工程と、更生管30を加熱および加圧して拡径させる第2工程とを備えている。   The rehabilitation method for the existing pipe 20 in the present embodiment includes a first step of inserting the rehabilitation pipe 30 into the existing pipe 20 and a second step of expanding the diameter by heating and pressurizing the rehabilitation pipe 30.

なお、本実施の形態の更生工法は、前述した実施の形態1のものと第1工程は同じ構成であるので、同一部材には同一符号を付してその説明を省略し、相違点である第2工程および拡径装置40について説明する。   The rehabilitation method of the present embodiment is the same as that of the first embodiment described above, and the first step is the same as the first embodiment. A 2nd process and the diameter expansion apparatus 40 are demonstrated.

本実施の形態で使用される拡径装置40は、図6に示すように、加熱ガスを生成する加熱装置41と、加圧空気を生成する加圧装置42と、加熱装置41に接続されるとともに更生管30の数だけ分岐された加熱ガス経路43と、加圧装置42に接続されるとともに更生管30の数だけ分岐された加圧空気経路44と、加熱ガス経路43と加圧空気経路44とが合流されるとともに各更生管30の始端31側にそれぞれ接続された始端側経路46と、各更生管30毎の終端32側に接続された複数の排出経路(図示せず)とを備えている。また、加熱ガス経路43のうち分岐された部分には、加熱装置41から供給される加熱ガスの流量を更生管30毎に調節する加熱ガスバルブ43aがそれぞれ設けられ、また、加圧空気経路44のうち分岐された部分には、加圧装置42から供給される加圧空気の流量を更生管30毎に調節する加圧空気バルブ44aがそれぞれ設けられ、また、排出経路には、更生管30内のガス量を調節する排出バルブ(図示せず)がそれぞれ設けられている。さらに、各始端側経路46および各排出経路には、更生管30毎に圧力を測定する圧力計48がそれぞれ設けられている。   As shown in FIG. 6, the diameter expansion device 40 used in the present embodiment is connected to a heating device 41 that generates heated gas, a pressure device 42 that generates pressurized air, and the heating device 41. A heated gas path 43 branched by the number of rehabilitation pipes 30, a pressurized air path 44 connected to the pressurizing device 42 and branched by the number of rehabilitation pipes 30, and a heated gas path 43 and a pressurized air path. 44 and a start end side path 46 connected to the start end 31 side of each rehabilitation pipe 30 and a plurality of discharge paths (not shown) connected to the end 32 side of each rehabilitation pipe 30. I have. In addition, the branched portion of the heating gas path 43 is provided with a heating gas valve 43a for adjusting the flow rate of the heating gas supplied from the heating device 41 for each rehabilitation pipe 30, and Among the branched portions, a pressurized air valve 44a for adjusting the flow rate of the pressurized air supplied from the pressurizing device 42 for each rehabilitation pipe 30 is provided, and in the discharge path, the inside of the rehabilitation pipe 30 is provided. A discharge valve (not shown) for adjusting the amount of gas is provided. Furthermore, a pressure gauge 48 for measuring the pressure for each rehabilitating pipe 30 is provided in each starting end side path 46 and each discharge path.

上記加熱装置41としては、特に限定するものではなく、例えば、蒸気を発生させることができるボイラーなどがあげられる。   The heating device 41 is not particularly limited, and examples thereof include a boiler that can generate steam.

上記加圧装置42としては、特に限定するものではなく、例えば、空気を圧縮することができるコンプレッサーなどがあげられる。   The pressurizing device 42 is not particularly limited, and examples thereof include a compressor that can compress air.

まず、更生を要するすべての既設管20内に更生管30を挿入する第1工程が終了したら、更生管30を拡径させる第2工程を行う。ここで、すべての更生管30を同時に拡径させるグループ毎に、第1グループ33、第2グループ34、第3グループ35、・・・と任意に分ける。   First, when the 1st process of inserting the rehabilitation pipe | tube 30 in all the existing pipes 20 which require rehabilitation is complete | finished, the 2nd process which expands the diameter of the renovation pipe | tube 30 will be performed. Here, every group to which the diameter of all the rehabilitated pipes 30 is expanded simultaneously is arbitrarily divided into a first group 33, a second group 34, a third group 35,.

まず、第1グループ33のすべての更生管30について一括して同時に加熱を行う。具体的には、第1グループ33の各更生管30に対応する加熱ガス経路43の各加熱ガスバルブ43aをそれぞれ所定量開く。これにより、加熱装置41で生成された加熱ガスが、第1グループ33の各更生管30に対応する加熱ガス経路43および始端側経路46を通って第1グループ33の各更生管30内へと同時に供給される。この加熱ガスによって、第1グループ33の各更生管30は筒状に復元されつつ軟化していく。その際、各排出経路の各排出バルブを所定量開けておくことで、余剰な加熱ガスや温度低下した加熱ガスを各排出経路から排出させることができる。   First, all the rehabilitation pipes 30 in the first group 33 are heated at the same time. Specifically, each heating gas valve 43a of the heating gas path 43 corresponding to each rehabilitation pipe 30 of the first group 33 is opened by a predetermined amount. Thereby, the heating gas produced | generated with the heating apparatus 41 passes through the heating gas path | route 43 and the start end side path | route 46 corresponding to each rehabilitation pipe | tube 30 of the 1st group 33, and enters each rehabilitation pipe | tube 30 of the 1st group 33. It is supplied at the same time. By this heating gas, each rehabilitation pipe 30 of the first group 33 is softened while being restored to a cylindrical shape. At this time, by opening a predetermined amount of each discharge valve of each discharge path, it is possible to discharge surplus heating gas or heated gas whose temperature has decreased from each discharge path.

次に、第1グループ33のすべての更生管30について、各更生管30毎に最適条件下で一括して同時に加圧を行う。具体的には、まず、第1グループの各更生管30に対応する各加熱ガス経路43の各加熱ガスバルブ43aを閉じ、加熱ガスの供給を止める。その後、各更生管30毎の最適圧力条件となるように始端側経路46の各圧力計48でチェックしつつ、第1グループ33の各更生管30に対応する各加圧空気バルブ44aをそれぞれ所定量開く。これにより、加圧装置42で生成された加圧空気が、第1グループ33の各更生管30に対応する加圧空気経路44および始端側経路46を通って第1グループ33の各更生管30内へと最適圧力条件で同時に供給される。この加圧空気によって、軟化した第1グループ33の更生管30のすべてがその最適圧力条件で拡径され、既設管20の内面に密着した状態で内設される。   Next, with respect to all the rehabilitation pipe | tubes 30 of the 1st group 33, it pressurizes simultaneously for each rehabilitation pipe | tube 30 collectively on optimal conditions. Specifically, first, the heating gas valve 43a of each heating gas path 43 corresponding to each rehabilitation pipe 30 of the first group is closed, and the supply of the heating gas is stopped. Thereafter, the pressure air valves 44a corresponding to the respective rehabilitating pipes 30 of the first group 33 are respectively set while checking with the respective pressure gauges 48 of the starting end side path 46 so that the optimum pressure condition for each rehabilitating pipe 30 is obtained. Open quantitatively. As a result, the pressurized air generated by the pressurizing device 42 passes through the pressurized air path 44 and the start end side path 46 corresponding to the rehabilitated pipes 30 of the first group 33, and the rehabilitated pipes 30 of the first group 33. Into the interior at the optimum pressure conditions. By this pressurized air, all of the softened rehabilitation pipes 30 of the first group 33 are expanded under the optimum pressure condition, and are installed in a state of being in close contact with the inner surface of the existing pipe 20.

また、第1グループ33の更生管30の加熱が終わった後に、第2グループ34の更生管30に対して上記第1グループ33の更生管30の加熱方法と同様にして加熱を行う。その際、この第2グループ34の更生管30への加熱は、第1グループ33の更生管30の加圧中に行ってもよいし、第1グループ33の更生管30の加圧が終了してから行ってもよい。   In addition, after the heating of the rehabilitation pipe 30 of the first group 33 is finished, the rehabilitation pipe 30 of the second group 34 is heated in the same manner as the heating method of the rehabilitation pipe 30 of the first group 33. At this time, the heating of the rehabilitating pipe 30 of the second group 34 may be performed while the rehabilitating pipe 30 of the first group 33 is being pressurized. You may go after.

また、第1グループ33の更生管30の加圧が終わり、且つ、第2グループ34の更生管30の加熱が終わった後に、第2グループ34の更生管30に対して上記第1グループ33の更生管30の加圧方法と同様にして加圧を行う。   In addition, after pressurization of the rehabilitation pipe 30 of the first group 33 is finished and heating of the rehabilitation pipe 30 of the second group 34 is finished, Pressurization is performed in the same manner as the method for pressurizing the rehabilitation pipe 30.

このようにして、各グループ毎に更生管30の加熱および加圧を順次行い、すべての更生管30を拡径させる。   In this way, heating and pressurization of the rehabilitation pipes 30 are sequentially performed for each group, and all the rehabilitation pipes 30 are expanded in diameter.

なお、本実施の形態における既設管20の更生工法は、上記したように既設管20に挿入された更生管30のすべてを一度に加熱または加圧するといったものではない。   In addition, the rehabilitation method of the existing pipe 20 in this Embodiment does not heat or pressurize all the rehabilitation pipes 30 inserted into the existing pipe 20 at the same time as described above.

例えば、実施の形態1または2のように、すべての更生管30を一括して加熱または加圧すると、それらの更生管30の総体積が大きくなりすぎることがある。その場合、すべての更生管30内に加熱ガスおよび加圧空気を行き渡らせることが難しく、すべての更生管30を所定温度または所定圧力に到達させるのに時間がかかってしまったり、加熱または加圧が不十分になってしまったりする虞がある。そのため、出力の大きな加熱装置41や加圧装置42が必要となってしまい、設備コストがかかってしまう。   For example, as in the first or second embodiment, when all the rehabilitating tubes 30 are heated or pressurized at once, the total volume of the rehabilitating tubes 30 may become too large. In that case, it is difficult to distribute heated gas and pressurized air in all the rehabilitating pipes 30, and it takes time to reach all the rehabilitating pipes 30 to a predetermined temperature or a predetermined pressure. May become insufficient. Therefore, the heating device 41 and the pressurizing device 42 having a large output are required, and the equipment cost is increased.

しかしながら、本実施の形態における既設管20の更生工法では、更生管30の総体積が大きくならないようにして加熱または加圧することができるので、大きな出力の加熱装置41や加圧装置42が必要となることがない。すなわち、これまで使用していた加熱装置41や加圧装置42の出力に応じて、更生管30を適正本数ずつ拡径させることができる。   However, in the rehabilitation method for the existing pipe 20 in the present embodiment, heating or pressurization can be performed without increasing the total volume of the rehabilitation pipe 30, and thus a heating device 41 and a pressurization device 42 with a large output are required. Never become. That is, according to the output of the heating device 41 and the pressurizing device 42 that have been used so far, the diameter of the rehabilitating pipe 30 can be increased by an appropriate number.

この後、すべての更生管30内に水や空気を流し更生管30を冷却し終了したら、これら更生管30の始端31と終端32とを既設管20の開口端21、22に揃えて切断して仕上げる。   Thereafter, when water and air are allowed to flow through all the rehabilitating pipes 30 and the rehabilitating pipes 30 are cooled and finished, the start end 31 and the end end 32 of these rehabilitation pipes 30 are aligned with the open ends 21 and 22 of the existing pipe 20 and cut. Finish.

以上のようにして、本実施の形態における既設管20の更生工法を良好に行うことができ、従来の工法と比較して短時間で作業を終了させることができる。   As described above, the rehabilitation method for the existing pipe 20 in the present embodiment can be performed satisfactorily, and the work can be completed in a short time compared to the conventional method.

本発明における既設管の更生工法の実施の形態1の第1工程を示す概略図である。It is the schematic which shows the 1st process of Embodiment 1 of the rehabilitation method of the existing pipe | tube in this invention. 本発明における既設管の更生工法の実施の形態1の各更生管に拡径装置を取り付けた状態を示す概略図である。It is the schematic which shows the state which attached the diameter expansion apparatus to each rehabilitation pipe | tube of Embodiment 1 of the rehabilitation method of the existing pipe | tube in this invention. 本発明における既設管の更生工法の実施の形態1の各更生管を拡径した状態を示す概略図である。It is the schematic which shows the state which expanded each rehabilitation pipe | tube of Embodiment 1 of the rehabilitation method of the existing pipe | tube in this invention. 本発明における既設管の更生工法の実施の形態2の各更生管に拡径装置を取り付けた状態を示す概略図である。It is the schematic which shows the state which attached the diameter expansion apparatus to each rehabilitation pipe | tube of Embodiment 2 of the rehabilitation method of the existing pipe | tube in this invention. 本発明における既設管の更生工法の実施の形態2の各更生管を拡径した状態を示す概略図である。It is the schematic which shows the state which expanded each rehabilitation pipe | tube of Embodiment 2 of the rehabilitation method of the existing pipe | tube in this invention. 本発明における既設管の更生工法の実施の形態3で用いられる拡径装置の一部を示す概略図である。It is the schematic which shows a part of diameter expanding apparatus used in Embodiment 3 of the rehabilitation method of the existing pipe in this invention. 従来の既設管の更生工法における更生管に拡径装置を取り付けた状態を示す概略図である。It is the schematic which shows the state which attached the diameter expansion apparatus to the rehabilitation pipe | tube in the rehabilitation method of the existing existing pipe | tube. 従来の既設管の更生工法における更生管を拡径した状態を示す概略図である。It is the schematic which shows the state which expanded the diameter of the renovated pipe in the conventional rehabilitation method of existing pipe.

符号の説明Explanation of symbols

10、11 マンホール
20 既設管
21、22 開口端
30 更生管
40 拡径装置
10, 11 Manhole 20 Existing pipe 21, 22 Open end 30 Rehabilitation pipe 40 Diameter expansion device

Claims (4)

地中に埋設された複数本の既設管のうち更生を要する既設管が2本以上存在する場合に、更正を要する既設管のそれぞれに該既設管より断面積の小さな熱可塑性樹脂からなる更生管を挿入し、該更生管を加熱するとともにその内部より加圧して該更生管を拡径させることで、既設管内面に更生管を密着状態で内設させる既設管の更生工法において、
各更生管を拡径させる前に、前記既設管の開口端が臨むマンホールを通じてこれら既設管のすべてに前記更生管を挿入しておくことを特徴とする既設管の更生工法。
Of two or more existing pipes buried in the ground, when there are two or more existing pipes that need to be rehabilitated, each of the existing pipes that need to be rehabilitated is made of a thermoplastic resin having a smaller cross-sectional area than the existing pipe In the rehabilitation method for the existing pipe, the rehabilitation pipe is heated and pressurized from the inside to expand the diameter of the rehabilitation pipe, and the rehabilitation pipe is installed in close contact with the inner surface of the existing pipe.
A method for rehabilitating an existing pipe, wherein the rehabilitated pipe is inserted into all of the existing pipes through a manhole facing the open end of the existing pipe before expanding the diameter of each rehabilitated pipe.
前記更正管のすべてに対して一括して加熱を行い、その後にすべての更正管に対して一括してその内部から加圧することですべての更正管を同時に拡径させることを特徴とする請求項1に記載の既設管の更正工法。   The heating is performed for all of the correction pipes at a time, and then all the correction pipes are simultaneously expanded by pressurizing all the correction pipes from the inside thereof. 1. A method for correcting an existing pipe according to 1. 前記更正管のすべてに対して一括して加熱を行い、その後にすべての更正管に対して各更正管毎の最適な条件下で一括してその内部から加圧することですべての更正管を同時に拡径させることを特徴とする請求項1に記載の既設管の更正工法。   All of the above-mentioned correction pipes are heated at once, and then all the correction pipes are simultaneously pressurized under the optimum conditions for each of the correction pipes so that all the correction pipes are simultaneously heated. 2. The method for correcting an existing pipe according to claim 1, wherein the diameter is expanded. 前記更正管を複数のグループに分け、各グループ毎に更正管に対して加熱を行った後その内部から加圧することで更正管を拡径させることとし、且つ、先のグループの加熱が終了した後で次のグループで加熱を開始することを特徴とする請求項1乃至4のいずれか1つに記載の更正工法。   The correction pipe is divided into a plurality of groups, and after heating the correction pipe for each group, the diameter of the correction pipe is expanded by pressurizing from the inside, and the heating of the previous group is completed. The correction method according to any one of claims 1 to 4, wherein heating is started in the next group later.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11230412A (en) * 1998-02-20 1999-08-27 Sekisui Chem Co Ltd Regeneration method for existing pipeline
JP2004183709A (en) * 2002-11-29 2004-07-02 Asahi Tec Corp Method for repairing conduit
JP2004209801A (en) * 2002-12-27 2004-07-29 Asahi Tec Corp Pipeline repairing method, repairing material used therein and repairing apparatus

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11230412A (en) * 1998-02-20 1999-08-27 Sekisui Chem Co Ltd Regeneration method for existing pipeline
JP2004183709A (en) * 2002-11-29 2004-07-02 Asahi Tec Corp Method for repairing conduit
JP2004209801A (en) * 2002-12-27 2004-07-29 Asahi Tec Corp Pipeline repairing method, repairing material used therein and repairing apparatus

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