JP2008032099A - Regeneration method for existing pipe and tool for regenerating existing pipe - Google Patents

Regeneration method for existing pipe and tool for regenerating existing pipe Download PDF

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JP2008032099A
JP2008032099A JP2006205428A JP2006205428A JP2008032099A JP 2008032099 A JP2008032099 A JP 2008032099A JP 2006205428 A JP2006205428 A JP 2006205428A JP 2006205428 A JP2006205428 A JP 2006205428A JP 2008032099 A JP2008032099 A JP 2008032099A
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rehabilitation
existing pipe
jig
peripheral surface
repair
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JP4855169B2 (en
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Kazunori Tanahashi
和憲 棚橋
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NIPPON KANRO SERVICE KK
YAMAKOSHI KK
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NIPPON KANRO SERVICE KK
YAMAKOSHI KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a regeneration method for an existing pipe for repairing the existing pipe while a hot line is laid in its inside. <P>SOLUTION: This tool 10 for regeneration is provided with a flexible inner side plate member 11 having a groove part 16 for arranging a communication cable 2 and formed into a circular arc shape and a flexible outer side plate member 12 arranged on an outer side face of the inner side plate member 11 and formed into a circular arc shape. The tool 10 for regeneration is arranged between a regenerating member 3 and an outer peripheral face of a repair machine 20 while the communication cable 2 is sandwiched between the inner side plate member 11 and the outer side plate member 12. The repair machine 20 is expanded by action of fluid pressure in the existing pipe 1 to press the regenerating member 3 on an inner peripheral face of the existing pipe 1. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、通信ケーブルなどの活線が敷設された既設管渠の補修を行う既設管渠の更生方法、及び既設管渠の更生用治具に関するものである。   The present invention relates to a method for rehabilitating an existing pipe that repairs an existing pipe provided with a live line such as a communication cable, and a jig for rehabilitating the existing pipe.

従来、道路などの地中に管渠(例えば、下水管渠や雨水管渠)が埋設されている。これら既設管渠は、長期間の使用によって老朽化が進むことに加え、重量車両の交通や地震などによる振動が原因で破損や漏水が生じてしまうことがある。この場合、破損や漏水などが生じた既設管渠を補修して更生させる工事が必要となる。   Conventionally, pipes (for example, sewer pipes and rainwater pipes) are buried in the ground such as roads. These existing pipes are subject to aging due to long-term use, and damage or water leakage may occur due to heavy vehicle traffic or vibration due to earthquakes. In this case, it will be necessary to repair and rehabilitate existing pipes that have been damaged or leaked.

この管渠の更生工法としては、地面を掘削して損傷した既設管渠を撤去した後、新しい管渠を敷設する開削方式の工法や、地面を掘削しないで既設管渠の内周面を補修する非開削方式の工法が知られている。開削方式の工法では、地面の掘削を行うために、道路の交通を遮断しなければならず、工事期間の長期化も問題となる。これに対して、非開削方式の工法では、既設管渠を掘り起こす必要がなく、施工に必要なスペースも少なくて済む。そのため、道路交通への影響を最小限に抑えつつ、既設管渠の損傷箇所を迅速に補修することが可能である。   This pipe rehabilitation method includes excavation method that digs the ground and removes the damaged existing pipe, then lays a new pipe, and repairs the inner peripheral surface of the existing pipe without excavating the ground. Non-cutting methods are known. In the open-cut method, in order to excavate the ground, it is necessary to block the traffic on the road, and the construction period is also a problem. On the other hand, in the non-open-cut method, it is not necessary to dig up existing pipes, and the space required for construction can be reduced. Therefore, it is possible to quickly repair damaged parts of existing pipes while minimizing the impact on road traffic.

非開削方式の更生工法としては、既設管渠の内周面の全周にわたって補修する工法が知られている。具体的には、未硬化の樹脂を含浸させた不織布(更生材)を補修チューブの外周に巻きつけ、その補修チューブを管渠の補修箇所に配置させる。そして、補修チューブ内に空気を送り込みその補修チューブを膨らませることで、更生材を管渠の内周面に密着させる。そして、その状態を所定時間保持して更生材の樹脂を硬化させることにより、管渠の損傷を補修する。このように、更生材を管渠内の全周に貼り付けることにより、部分的に更生材を貼り付ける場合と比較して、補修箇所の十分な強度が確保される。   As a non-open-cut type rehabilitation method, a method of repairing the entire circumference of the inner peripheral surface of an existing pipe is known. Specifically, a non-woven fabric (rehabilitation material) impregnated with uncured resin is wound around the outer periphery of the repair tube, and the repair tube is placed at the repair location of the tube. Then, the rehabilitation material is brought into close contact with the inner peripheral surface of the pipe rod by sending air into the repair tube and inflating the repair tube. And the damage of a pipe fistula is repaired by hold | maintaining the state for a predetermined time and hardening the resin of the rehabilitation material. In this way, by attaching the rehabilitation material to the entire circumference of the pipe rod, sufficient strength of the repaired portion is ensured as compared with the case where the rehabilitation material is partially attached.

ところで、近年では、インターネット接続のためのインフラ整備が促進されている。このインフラ整備において、通信事業者への負担を軽減するために下水管渠などの既設管渠1内に通信ケーブル2が敷設される場合がある(図9参照)。また、都市部では、都市景観を保つために、電線や電話回線などを地下に埋設するようになってきている。   By the way, in recent years, infrastructure development for Internet connection has been promoted. In this infrastructure development, there is a case where the communication cable 2 is laid in the existing pipe 1 such as a sewage pipe in order to reduce the burden on the communication carrier (see FIG. 9). In urban areas, electric wires and telephone lines have been buried underground to maintain the cityscape.

因みに、下水管渠内に、通信ケーブルを新規に敷設するための技術が、例えば特許文献1,2などに開示されている。
特開平6−339216号公報 特開平8−338061号公報
Incidentally, for example, Patent Documents 1 and 2 disclose a technique for newly laying a communication cable in a sewer pipe.
JP-A-6-339216 JP-A-8-338061

しかしながら、内部に通信ケーブル2が敷設された既設管渠1を従来の非開削方式の工法で更生する場合、図10に示すように、更生材3と既設管渠1の内周面との間に通信ケーブル2を挟み込んでしまう。この場合、更生材3と既設管渠1との間に隙間4が生じるため、更生材3の密着性を十分に確保することができず、損傷箇所での漏水を十分に防止することができなくなるおそれがある。また、更生材3と既設管渠1との隙間4によって、更生材3が剥離したり、円管として部分的な強度不足が生じたりする。   However, when the existing pipe 1 with the communication cable 2 laid inside is rehabilitated by a conventional non-cut-off method, the rehabilitation material 3 and the inner peripheral surface of the existing pipe 1 are disposed as shown in FIG. The communication cable 2 is sandwiched between the two. In this case, since the gap 4 is generated between the rehabilitated material 3 and the existing pipe rod 1, the adhesion of the rehabilitated material 3 cannot be sufficiently secured, and water leakage at the damaged portion can be sufficiently prevented. There is a risk of disappearing. Moreover, the rehabilitation material 3 peels off due to the gap 4 between the rehabilitation material 3 and the existing pipe rod 1, or a partial strength deficiency occurs as a circular pipe.

既設管渠1内の通信ケーブル2を取り外した後に既設管渠1を更生することが可能であれば、既設管渠1との間に隙間4を形成することなく更生材3を貼り付けることができる。しかしながら、既設管渠1を管理する自治体などとは別の事業者が通信ケーブル2を管理している場合、既設管渠1の更生時に通信ケーブル2を取り外すことができず、上記のような問題が生じてしまう。また、図10に示すように、既設管渠1を補修した場合、更生材3によって通信ケーブル2が既設管渠1と一体化されてしまうため、その後の通信ケーブル2のメンテナンスが困難となるといった問題も生じてしまう。   If it is possible to rehabilitate the existing pipe 1 after removing the communication cable 2 in the existing pipe 1, the rehabilitation material 3 can be pasted without forming a gap 4 with the existing pipe 1. it can. However, when a company other than the local government that manages the existing pipe 1 manages the communication cable 2, the communication cable 2 cannot be removed when the existing pipe 1 is rehabilitated. Will occur. Further, as shown in FIG. 10, when the existing pipe rod 1 is repaired, the communication cable 2 is integrated with the existing pipe rod 1 by the rehabilitation material 3, so that subsequent maintenance of the communication cable 2 becomes difficult. Problems also arise.

特許文献1,2にて記載されている技術は、既設管渠内に通信ケーブルを新規に設けるためのものである。しかし、これらの文献には、図9のように、既設管渠1内に通信ケーブル2が敷設されている状態でその既設管渠1を補修するといった思想は、開示も示唆もされていない。   The techniques described in Patent Documents 1 and 2 are for newly providing a communication cable in an existing pipe. However, in these documents, as shown in FIG. 9, the idea of repairing the existing pipe 1 in a state where the communication cable 2 is laid in the existing pipe 1 is neither disclosed nor suggested.

本発明は上記の課題に鑑みてなされたものであり、その目的は、内部に活線が敷設された状態で既設管渠の補修を適切に行うことができる既設管渠の更生方法、及び既設管渠の更生用治具を提供することにある。   The present invention has been made in view of the above-described problems, and the object thereof is to provide an existing pipe rehabilitation method capable of appropriately repairing an existing pipe in a state where a live wire is laid inside, and an existing one. The object is to provide a jig for rehabilitating pipes.

上記課題を解決するために、請求項1に記載の発明は、流体圧の作用により膨張する補修機の外周面に更生材を配置し、前記補修機を既設管渠内にて膨張させて更生材を前記既設管渠の内周面に圧着することにより、内部に活線が敷設された状態で損傷箇所を補修する既設管渠の更生工法であって、前記活線を前記更生材よりも管渠の中心側に配置するとともに、その活線と更生材とを非接触の状態に保持して、前記補修機を膨張させることを特徴とする既設管渠の更生方法をその要旨とする。   In order to solve the above-mentioned problems, the invention according to claim 1 is characterized in that a rehabilitation material is arranged on the outer peripheral surface of a repair machine that expands due to the action of fluid pressure, and the repair machine is expanded in an existing pipe to rehabilitate. It is a rehabilitation method for existing pipes that repairs damaged parts in a state where live wires are laid inside by crimping a material to the inner peripheral surface of the existing pipes, and The gist of the present invention is a rehabilitation method for an existing pipe, which is arranged on the center side of the pipe and holds the live line and the rehabilitation material in a non-contact state to expand the repair machine.

請求項1に記載の発明によれば、補修機の外周面に更生材が配置され、既設管渠の内部に施設されている活線は、その更生材よりも既設管渠の中心側に配置されるとともに、更生材と非接触の状態に保持される。その状態で、流体圧を作用させることにより、補修機を膨張させて更生材が既設管渠の内周面に圧着される。このようにすると、従来技術のように更生材と既設管渠の内周面との間に活線が挟み込まれることがなく、損傷箇所を確実に補修することができる。またこの場合、更生材と既設管渠の内周面との間に隙間が生じることなく更生材を確実に圧着できるため、補修箇所の十分な強度を確保することができる。さらに、補修後においても、補修前と同様に活線が既設管渠内にてフリーな状態で敷設されているので、活線のメンテナンスを容易に行うことができる。   According to invention of Claim 1, rehabilitation material is arrange | positioned on the outer peripheral surface of a repair machine, and the live line currently installed in the inside of an existing pipe is arrange | positioned rather than the rehabilitation material at the center side of the existing pipe And maintained in a non-contact state with the rehabilitation material. In this state, by applying fluid pressure, the repair machine is expanded, and the rehabilitation material is pressure-bonded to the inner peripheral surface of the existing pipe rod. If it does in this way, unlike a prior art, a live line will not be inserted | pinched between the rehabilitation material and the internal peripheral surface of the existing pipe rod, and a damaged part can be repaired reliably. Further, in this case, the rehabilitated material can be reliably crimped without causing a gap between the rehabilitated material and the inner peripheral surface of the existing pipe, so that sufficient strength of the repaired portion can be ensured. Furthermore, since the live lines are laid in a free state in the existing pipes after the repair, the maintenance of the live lines can be easily performed.

請求項2に記載の発明は、請求項1において、前記更生材と補修機の外周面との間に治具を配置し、その治具の中に活線を挿通させることをその要旨とする。   The gist of the invention described in claim 2 is that, in claim 1, a jig is arranged between the rehabilitation material and the outer peripheral surface of the repair machine, and a live wire is inserted into the jig. .

請求項2に記載の発明によれば、更生材と補修機の外周面との間に、活線を挿通させた治具を配置することにより、活線を更生材と非接触の状態で保持することができる。またこの治具を用いれば、補修機側の構造を変えなくても、安く簡単に既設管渠を補修することができる。   According to the invention described in claim 2, the live wire is held in a non-contact state with the rehabilitated material by arranging a jig through which the live wire is inserted between the rehabilitated material and the outer peripheral surface of the repair machine. can do. If this jig is used, the existing pipe can be repaired easily and inexpensively without changing the structure on the repair machine side.

請求項3に記載の発明は、流体圧の作用により膨張する補修機の外周面に更生材を配置し、前記補修機を既設管渠内にて膨張させて更生材を前記既設管渠の内周面に圧着することにより、内部に活線が敷設された状態で損傷箇所を補修する際に、前記更生材と補修機の外周面との間に配置される既設管渠の更生用治具であって、前記活線を配置可能な溝部を有し、円弧状に形成された可撓性の内側板材と、前記内側板材の外側面に配置され、円弧状に形成された可撓性の外側板材とを備え、前記内側板材と外側板材との間に活線が挟み込まれるように配置されることを特徴とする既設管渠の更生用治具をその要旨とする。   According to a third aspect of the present invention, a rehabilitation material is disposed on the outer peripheral surface of a repair machine that expands due to the action of fluid pressure, and the repair machine is expanded in the existing pipe so that the rehabilitation material is contained in the existing pipe. A jig for rehabilitating existing pipes placed between the rehabilitation material and the outer peripheral surface of the repair machine when repairing a damaged part with a live wire laid inside by crimping to the peripheral surface And a flexible inner plate formed in an arc shape having a groove portion in which the live wire can be arranged, and a flexible arc formed in an arc shape disposed on the outer surface of the inner plate material. The gist of the present invention is a jig for rehabilitating an existing pipe, which is provided with an outer plate member and is arranged so that a live line is sandwiched between the inner plate member and the outer plate member.

請求項3に記載の発明によれば、断面が円弧状に形成された可撓性の内側板材と外側板材によって更生用治具が構成されている。この更生用治具において、内側板材の溝部に活線が配置され、その内側板材の外側面に外側板材が配置されることにより、溝部の開口が閉じられ、内側板材と外側板材との間に活線が挟み込まれる。そして、その更生用治具を更生材と補修機の外周面との間に配置した後、既設管渠内にて補修機に流体圧を作用させることにより、補修機が膨張して更生材が既設管渠の内周面に圧着される。このようにすると、従来技術のように更生材と既設管渠の内周面との間に活線が挟み込まれることがなく、その内周面の損傷箇所を確実に補修することができる。また、更生用治具の内側板材及び外側板材は、可撓性の板材によって円弧状に形成されているので、補修機の膨張によって変形し、既設管渠の内周面に更生材を確実に圧着させることができる。さらに、補修後において、補修前と同様に活線が既設管渠内にてフリーな状態で敷設されているので、活線のメンテナンスを容易に行うことができる。   According to invention of Claim 3, the jig | tool for rehabilitation is comprised by the flexible inner side board | plate material and outer side board | plate material in which the cross section was formed in circular arc shape. In this rehabilitation jig, a live wire is disposed in the groove portion of the inner plate member, and the outer plate member is disposed on the outer surface of the inner plate member, thereby closing the opening of the groove portion and between the inner plate member and the outer plate member. A live line is inserted. And after arranging the rehabilitation jig between the rehabilitation material and the outer peripheral surface of the repair machine, by applying fluid pressure to the repair machine in the existing pipe, the repair machine expands and the rehabilitation material becomes Crimped to the inner peripheral surface of the existing pipe. If it does in this way, a live line will not be pinched | interposed between the rehabilitation material and the internal peripheral surface of the existing pipe rod like the prior art, and the damaged part of the internal peripheral surface can be repaired reliably. In addition, the inner and outer plates of the rehabilitation jig are formed in a circular arc shape by flexible plates, so that they are deformed by the expansion of the repairing machine, and the rehabilitation material is reliably placed on the inner peripheral surface of the existing pipe rod. Can be crimped. Furthermore, since the live wires are laid in a free state in the existing pipe after the repair, the live wires can be easily maintained.

請求項4に記載の発明は、請求項3において、前記内側板材の内側及び前記外側板材の外側にクッション材を設けたことをその要旨とする。   The invention according to claim 4 is characterized in that, in claim 3, cushion materials are provided on the inner side of the inner side plate material and on the outer side of the outer side plate material.

請求項4に記載の発明によれば、更生用治具の内側及び外側となる位置にクッション材を設けることにより、その更生用治具を介して更生材に力を均等に加えることができるため、既設管渠の内周面に更生材を確実に圧着させることができる。   According to the invention described in claim 4, since the cushion material is provided at the positions on the inner side and the outer side of the rehabilitation jig, force can be applied to the rehabilitation material evenly through the rehabilitation jig. The rehabilitation material can be securely crimped to the inner peripheral surface of the existing pipe rod.

請求項5に記載の発明は、請求項3または4において、前記溝部内に空間的余裕をもって前記活線が配置されることをその要旨とする。   The gist of the invention described in claim 5 is that, in claim 3 or 4, the live line is arranged in the groove portion with a spatial margin.

請求項5に記載の発明によれば、活線を挟み込んだ更生用治具を補修機の外周面に配置して既設管渠内の損傷箇所まで移動させる際に、活線と更生用治具との間に負荷が加わることがなく、更生用治具の位置ズレや活線の損傷などを回避することができる。   According to the invention described in claim 5, when the rehabilitation jig sandwiching the live wire is arranged on the outer peripheral surface of the repair machine and moved to the damaged portion in the existing pipe rod, the live wire and the rehabilitation jig No load is applied between the two and the displacement of the rehabilitation jig, damage to the live wire, and the like can be avoided.

以上詳述したように、請求項1,2に記載の発明によると、内部に活線が敷設された状態で既設管渠の補修を適切に行うことができる既設管渠の更生方法を提供することができる。また、請求項3〜5に記載の発明によると、前記既設管渠の更生方法を実施するのに最適な更生用治具を提供することができる。   As described above in detail, according to the first and second aspects of the present invention, there is provided a method for rehabilitating an existing pipe rod capable of appropriately repairing the existing pipe rod with a live wire laid inside. be able to. Moreover, according to invention of Claims 3-5, the optimal rehabilitation jig | tool for implementing the rehabilitation method of the said existing pipe rod can be provided.

以下、本発明を具体化した一実施の形態を図面に基づき詳細に説明する。   Hereinafter, an embodiment of the present invention will be described in detail with reference to the drawings.

図1は、本実施の形態の更生用治具10の分解斜視図であり、図2は、その更生用治具10の断面図である。また、図3は、補修機20の斜視図である。これら更生用治具10及び補修機20は、内部に通信ケーブル(活線)2が敷設された既設管渠(例えば、図9に示す下水管渠)1を補修するために用いられる。なお、既設管渠1は、例えば、80cmの直径を有するコンクリート製の配管である。   FIG. 1 is an exploded perspective view of the rehabilitation jig 10 of the present embodiment, and FIG. 2 is a cross-sectional view of the rehabilitation jig 10. FIG. 3 is a perspective view of the repair machine 20. The rehabilitation jig 10 and the repairing machine 20 are used to repair an existing pipe rod (for example, a sewage pipe rod shown in FIG. 9) 1 in which a communication cable (live wire) 2 is laid. The existing pipe 1 is a concrete pipe having a diameter of 80 cm, for example.

図1及び図2に示されるように、更生用治具10は、内側板材11、外側板材12、及びクッション材13,14を備える。内側板材11及び外側板材12は、可撓性の平板を用いて円弧状に形成されている。内側板材11及び外側板材12は、軽量部材(例えば、塩化ビニルなどの樹脂やゴム)を用いて薄く形成されている。   As shown in FIGS. 1 and 2, the rehabilitation jig 10 includes an inner plate member 11, an outer plate member 12, and cushion members 13 and 14. The inner plate member 11 and the outer plate member 12 are formed in an arc shape using a flexible flat plate. The inner plate member 11 and the outer plate member 12 are thinly formed using a lightweight member (for example, a resin such as vinyl chloride or rubber).

内側板材11の中央には、通信ケーブル2を配置可能な溝部16が形成されている。溝部16は、円弧の中心側(内側)に向けて突出した凸部であり、既設管渠1内に敷設されている通信ケーブル(例えば、光ファイバー)2を遊挿状態で配置可能なサイズを有している。また、内側板材11及び外側板材12の円弧は、既設管渠1の内径R1よりも小さな径R2を有する。   A groove 16 in which the communication cable 2 can be placed is formed in the center of the inner plate 11. The groove portion 16 is a convex portion protruding toward the center side (inner side) of the arc, and has a size that allows the communication cable (for example, optical fiber) 2 laid in the existing pipe rod 1 to be placed in a loosely inserted state. is doing. Further, the arcs of the inner plate member 11 and the outer plate member 12 have a diameter R2 that is smaller than the inner diameter R1 of the existing pipe rod 1.

本実施の形態の更生用治具10では、内側板材11の内側にクッション材13が配置されるとともに、外側板材12の外側にクッション材14が配置されている。これらクッション材13,14は、例えば、ウレタン樹脂からなり、接着剤を用いて各板材11,12に固定されている。内側板材11のクッション材13は、溝部16に接触する部分でその溝部16の高さと等しい厚さを有する。また、クッション材13は、溝部16から離れるに従って徐々に薄く形成され、溝部16との間に段差がなくなるように配置されている。   In the rehabilitation jig 10 of the present embodiment, the cushion material 13 is disposed inside the inner plate material 11, and the cushion material 14 is disposed outside the outer plate material 12. These cushion materials 13 and 14 are made of, for example, urethane resin, and are fixed to the plate materials 11 and 12 using an adhesive. The cushion material 13 of the inner plate member 11 has a thickness equal to the height of the groove portion 16 at a portion that contacts the groove portion 16. Further, the cushion material 13 is formed so as to be gradually thinner as the distance from the groove portion 16 is increased, and the cushion material 13 is disposed so that there is no step between the cushion material 13 and the groove portion 16.

図3に示されるように、補修機20は、中空円筒状に形成された金属製の筒体21と、その筒体21の外周面に設けられたゴム製の補修チューブ22とを備える。この補修機20において、補修チューブ22は、その接続口(図示略)が筒体21の内側に開口するよう設けられており、その接続口には、エアポンプ23から伸びるエア配管24が接続されている。そして、そのエアポンプ23からエア配管24を通して補修チューブ22にエアが供給されると、エア圧(流体圧)の作用によって補修チューブ22が膨らんでその直径が大きくなる。   As shown in FIG. 3, the repair machine 20 includes a metal cylinder 21 formed in a hollow cylindrical shape, and a rubber repair tube 22 provided on the outer peripheral surface of the cylinder 21. In this repair machine 20, the repair tube 22 is provided such that its connection port (not shown) opens to the inside of the cylindrical body 21, and an air pipe 24 extending from the air pump 23 is connected to the connection port. Yes. When air is supplied from the air pump 23 to the repair tube 22 through the air pipe 24, the repair tube 22 expands due to the action of air pressure (fluid pressure) and its diameter increases.

次に、本実施の形態における既設管渠1の更生方法について説明する。   Next, a method for rehabilitating the existing pipe 1 in the present embodiment will be described.

先ず、道路などに埋設されている既設管渠1に繋がるマンホールの蓋を開け、そのマンホールから既設管渠1内に高圧洗浄機のノズルを挿入する。そして、そのノズルから高圧の洗浄水を放水することにより既設管渠1内を洗浄する。   First, the manhole cover connected to the existing pipe rod 1 embedded in the road or the like is opened, and the nozzle of the high pressure washer is inserted into the existing pipe rod 1 from the manhole. And the inside of the existing pipe 1 is wash | cleaned by discharging high pressure washing water from the nozzle.

次に、既設管渠1内にテレビカメラを搬入して、既設管渠1内の破損箇所を調査する。ここで、既設管渠1の破損箇所を発見した場合、先ず、その既設管渠1内に敷設されている通信ケーブル2を更生用治具10に挟み込む。   Next, a television camera is carried into the existing tube 1 and a damaged part in the existing tube 1 is investigated. Here, when a damaged part of the existing pipe rod 1 is found, first, the communication cable 2 laid in the existing pipe rod 1 is sandwiched between the rehabilitation jig 10.

具体的には、図4に示されるように、内側板材11の溝部16内に通信ケーブル2を配置させた状態で、その内側板材11と外側板材12とを重ね合わせる。これにより、更生用治具10において、内側板材11と外側板材12との間に空間的余裕をもった状態で、言い換えると遊びをもって挿通した状態で通信ケーブル2が挟み込まれる。   Specifically, as shown in FIG. 4, the inner plate member 11 and the outer plate member 12 are overlapped with the communication cable 2 disposed in the groove 16 of the inner plate member 11. Thereby, in the rehabilitation jig 10, the communication cable 2 is sandwiched between the inner plate member 11 and the outer plate member 12 in a state where there is a space, in other words, in a state of being inserted with play.

その後、図5に示されるように、更生用治具10(内側板材11)上に補修機20を載せて、補修機20と更生用治具10とを一体にする。そして、図6に示されるように、その補修機20(補修チューブ22)及び更生用治具10の外周面に更生材3を巻きつける。なお、更生材3としては、水中硬化型の樹脂(例えば、硬化剤を含ませた高性能エポキシ樹脂)を未硬化の状態で含浸させた不織布を用いる。またここでは、補修機20や更生用治具10に対する更生材3の離型性を確保するため、薄いビニールシート5を補修機20及び更生用治具10の外周面と更生材3との間に介在させるようにしている。   Thereafter, as shown in FIG. 5, the repair machine 20 is placed on the rehabilitation jig 10 (inner plate 11), and the repair machine 20 and the rehabilitation jig 10 are integrated. Then, as shown in FIG. 6, the rehabilitation material 3 is wound around the outer peripheral surface of the repair machine 20 (repair tube 22) and the rehabilitation jig 10. In addition, as the rehabilitation material 3, a nonwoven fabric impregnated in an uncured state with an underwater curing type resin (for example, a high performance epoxy resin containing a curing agent) is used. Further, here, in order to ensure the releasability of the rehabilitation material 3 with respect to the repair machine 20 and the rehabilitation jig 10, a thin vinyl sheet 5 is placed between the outer peripheral surface of the repair machine 20 and the rehabilitation jig 10 and the rehabilitation material 3. To intervene.

また、上述した通信ケーブル2を更生用治具10に挟み込む作業や更生材3を巻きつけるための作業は、既設管渠1内に繋がるマンホール内にて行われる。それらの作業後、更生材3を巻きつけた補修機20を既設管渠1内に挿入し、図示しないワイヤなどを用いて補修機20を引っ張ることで損傷箇所まで移動させる。ここで、通信ケーブル2は、更生用治具10の溝部16に遊挿状態で配置されているので、補修機20の移動時において更生用治具10及び通信ケーブル2に負荷が加わることがない。また、通信ケーブル2は、更生材3よりも既設管渠1の中心側に配置され、更生材3と非接触の状態に保持されている。   In addition, the above-described work for sandwiching the communication cable 2 between the rehabilitation jig 10 and the work for winding the rehabilitation material 3 are performed in a manhole connected to the existing pipe rod 1. After those operations, the repairing machine 20 around which the rehabilitation material 3 is wound is inserted into the existing pipe rod 1, and the repairing machine 20 is pulled using a wire (not shown) to move to the damaged part. Here, since the communication cable 2 is disposed in the groove 16 of the rehabilitation jig 10 in a loosely inserted state, no load is applied to the rehabilitation jig 10 and the communication cable 2 when the repairing machine 20 is moved. . Moreover, the communication cable 2 is arrange | positioned rather than the rehabilitation material 3 in the center side of the existing tube 1 and is hold | maintained in the non-contact state with the rehabilitation material 3. FIG.

そして、図7に示されるように、エアポンプ23から補修機20の補修チューブ22にエアを供給して補修チューブ22を膨らませることで、更生材3を既設管渠1の内周面に密着させる。このとき、補修チューブ22には、一定の圧力(例えば、0.5kg/cm〜0.9kg/cm)が所定時間(例えば、90分〜120分)加えられる。またここでは、補修チューブ22が拡径するのに伴い更生用治具10(内側板材11及び外側板材12)が既設管渠1の内周面に密着するよう変形する。そして、更生材3の樹脂が硬化して既設管渠1の内周面に更生材3が圧着される。 Then, as shown in FIG. 7, air is supplied from the air pump 23 to the repairing tube 22 of the repairing machine 20 to inflate the repairing tube 22, thereby bringing the regenerated material 3 into close contact with the inner peripheral surface of the existing tube 1. . At this time, a fixed pressure (for example, 0.5 kg / cm 2 to 0.9 kg / cm 2 ) is applied to the repair tube 22 for a predetermined time (for example, 90 minutes to 120 minutes). Further, here, as the repair tube 22 is expanded in diameter, the rehabilitation jig 10 (the inner plate material 11 and the outer plate material 12) is deformed so as to be in close contact with the inner peripheral surface of the existing tube rod 1. And the resin of the rehabilitation material 3 hardens | cures, and the rehabilitation material 3 is crimped | bonded to the inner peripheral surface of the existing tube 1.

その後、補修チューブ22内のエアを排気して、その補修チューブ22を縮ませた後、補修機20及び更生用治具10を既設管渠1内から取り出すことで、既設管渠1を更生するための作業が完了する。その結果、図8に示されるように、既設管渠1の内周面は、その全周にわたって更生材3が貼り付けられて損傷箇所が補修される。また、補修後の既設管渠1内において、通信ケーブル2は更生材3によって固定されることはなく、補修前と同様にフリーな状態で配置される。   After that, after the air in the repair tube 22 is exhausted and the repair tube 22 is contracted, the repair machine 20 and the rehabilitation jig 10 are taken out from the existing pipe rod 1 to rehabilitate the existing tube rod 1. Work is complete. As a result, as shown in FIG. 8, the rehabilitation material 3 is attached to the inner peripheral surface of the existing pipe rod 1 over the entire periphery, and the damaged portion is repaired. Further, in the existing pipe 1 after repair, the communication cable 2 is not fixed by the rehabilitation material 3 and is arranged in a free state as before repair.

従って、本実施の形態によれば以下の効果を得ることができる。   Therefore, according to the present embodiment, the following effects can be obtained.

(1)本実施の形態の場合、更生用治具10に通信ケーブル2を挟み、更生材3と補修機20の外周面との間にその更生用治具10を配置して既設管渠1の補修を行うようにした。この場合、従来技術のように更生材3と既設管渠1の内周面との間に通信ケーブル2を挟み込むことがなく、損傷箇所を確実に補修することができる。またこの場合、更生材3と既設管渠1の内周面との間に隙間4が生じることなく更生材3を確実に圧着できる。さらに、本実施の形態の更生材3は、樹脂が硬化することで繊維強化プラスチック(FRP)として機能する。そのため、補修箇所の強度を十分に確保することができる。また、更生材3による補修後においても、補修前と同様に通信ケーブル2が既設管渠1内にてフリーな状態で敷設されているので、通信ケーブル2のメンテナンスを容易に行うことができる。   (1) In the case of the present embodiment, the communication cable 2 is sandwiched between the rehabilitation jig 10, and the rehabilitation jig 10 is disposed between the rehabilitation material 3 and the outer peripheral surface of the repair machine 20. The repair of. In this case, the damaged portion can be reliably repaired without the communication cable 2 being sandwiched between the rehabilitation material 3 and the inner peripheral surface of the existing pipe rod 1 as in the prior art. Moreover, in this case, the rehabilitation material 3 can be reliably crimped | bonded, without the clearance gap 4 being produced between the rehabilitation material 3 and the internal peripheral surface of the existing pipe rod 1. Furthermore, the rehabilitation material 3 of this Embodiment functions as a fiber reinforced plastic (FRP) because resin hardens | cures. Therefore, the strength of the repaired part can be sufficiently ensured. Further, even after the repair by the rehabilitation material 3, the communication cable 2 is laid in a free state in the existing pipe rod 1 as before the repair, so that the communication cable 2 can be easily maintained.

(2)本実施の形態では、更生材3と補修機20の外周面との間に、通信ケーブル2を挿通させた更生用治具10を配置することにより、通信ケーブル2を更生材3と非接触の状態で保持することができる。この更生用治具10を用いる場合、補修機20の装置構成を変更しなくてもよく、安く簡単に既設管渠1の補修を行うことができる。また、このような更生用治具10はそれ自身が極めて簡単な構造であるため、設備コスト増にはつながらない。   (2) In the present embodiment, the rehabilitation material 10 and the rehabilitation material 20 are disposed between the rehabilitation material 3 and the outer peripheral surface of the repair machine 20, so that the communication cable 2 is connected to the rehabilitation material 3. It can be held in a non-contact state. When this rehabilitation jig 10 is used, it is not necessary to change the device configuration of the repairing machine 20, and the existing pipe rod 1 can be repaired easily and inexpensively. Further, since the rehabilitation jig 10 itself has a very simple structure, it does not lead to an increase in equipment cost.

(3)本実施の形態の更生用治具10は、断面が円弧状に形成された可撓性の内側板材11と外側板材12とにより構成されている。これら内側板材11及び外側板材12の円弧の径R2は、既設管渠1の内径R1よりも小さいので、既設管渠1内に更生用治具10を容易に搬入することができる。また、内側板材11及び外側板材12は可撓性を有するので、補修チューブ22が拡径する際にそれに合わせて変形し、既設管渠1の内周面に更生材3を確実に密着させることができる。また、この更生用治具10は作業が終了したら元の形状に戻るので、更生された既設管渠1から容易に搬出できるとともに、何回でも繰り返して使用することができる。   (3) The rehabilitation jig 10 of the present embodiment includes a flexible inner plate member 11 and an outer plate member 12 having a cross section formed in an arc shape. Since the arc diameter R2 of the inner plate member 11 and the outer plate member 12 is smaller than the inner diameter R1 of the existing tube rod 1, the rehabilitation jig 10 can be easily carried into the existing tube rod 1. Moreover, since the inner side plate material 11 and the outer side plate material 12 have flexibility, when the diameter of the repair tube 22 is increased, the inner plate material 11 and the outer side plate material 12 are deformed accordingly, and the rehabilitation material 3 is securely adhered to the inner peripheral surface of the existing pipe rod 1. Can do. Further, since the rehabilitation jig 10 returns to its original shape when the work is completed, the rehabilitation jig 10 can be easily carried out from the rehabilitated existing pipe rod 1 and can be used repeatedly any number of times.

(4)本実施の形態の更生用治具10では、内側板材11の内側及び外側板材12の外側にクッション材13,14を設けたので、更生用治具10を介して更生材3に力を均等に加えることができ、既設管渠1の内周面に更生材3を確実に圧着できる。特に、内側板材11の内側に設けたクッション材13は、内側板材11の溝部16の高さを等しい厚さを有するので、補修チューブ22からの押圧力が内側板材11全体に均一に加わることとなり、更生材3をより確実に圧着させることができる。   (4) In the rehabilitation jig 10 according to the present embodiment, the cushion materials 13 and 14 are provided on the inner side of the inner plate member 11 and on the outer side of the outer plate member 12, so that force is applied to the rehabilitation member 3 via the rehabilitation jig 10. Can be added evenly, and the rehabilitated material 3 can be reliably crimped to the inner peripheral surface of the existing pipe rod 1. In particular, since the cushion material 13 provided inside the inner plate material 11 has the same thickness as the groove 16 of the inner plate material 11, the pressing force from the repair tube 22 is uniformly applied to the entire inner plate material 11. The rehabilitated material 3 can be more reliably crimped.

(5)本実施の形態の更生用治具10では、内側板材11の溝部16に通信ケーブル2が空間的余裕(遊び)をもって配置されている。この場合、更生用治具10を一体化した補修機20を既設管渠1内の損傷箇所まで移動させる際に、通信ケーブル2と更生用治具10との間に摺動による負荷が加わることなく、更生用治具10の位置ズレや通信ケーブル2の損傷を回避することができる。   (5) In the rehabilitation jig 10 of the present embodiment, the communication cable 2 is disposed in the groove portion 16 of the inner plate member 11 with a spatial margin (play). In this case, when moving the repair machine 20 in which the rehabilitation jig 10 is integrated to the damaged portion in the existing pipe rod 1, a sliding load is applied between the communication cable 2 and the rehabilitation jig 10. In addition, displacement of the rehabilitation jig 10 and damage to the communication cable 2 can be avoided.

(6)本実施の形態の場合、更生用治具10を構成する内側板材11及び外側板材12は、軽量部材(例えば、塩化ビニル製の板材)からなるので、更生用治具10を容易に持ち運ぶことができ、通信ケーブル2を挟み込む作業や更生材3を巻きつける作業などを迅速に行うことができる。また、内側板材11及び外側板材12は薄く形成されているので、更生用治具10が必要以上に厚くならない。よって、更生用治具10を補修機20の補修チューブ22に一体化してその外周面に更生材3を巻き付けたとき、補修チューブ22の外周を円形に近づけることができる。その結果、更生材3を圧着させる際に加わる圧力を、既設管渠1の周方向に均一にすることができる。   (6) In the case of the present embodiment, the inner plate member 11 and the outer plate member 12 constituting the rehabilitation jig 10 are made of lightweight members (for example, a plate material made of vinyl chloride). It can be carried, and the operation | work which pinches | interposes the communication cable 2, the operation | work which winds the rehabilitation material 3, etc. can be performed rapidly. Moreover, since the inner side plate material 11 and the outer side plate material 12 are formed thinly, the rehabilitation jig | tool 10 does not become thicker than necessary. Therefore, when the rehabilitation jig 10 is integrated with the repair tube 22 of the repair machine 20 and the rehabilitation material 3 is wound around the outer peripheral surface thereof, the outer periphery of the repair tube 22 can be made closer to a circle. As a result, the pressure applied when the rehabilitated material 3 is crimped can be made uniform in the circumferential direction of the existing pipe rod 1.

なお、本発明の実施の形態は以下のように変更してもよい。   In addition, you may change embodiment of this invention as follows.

・上記実施の形態では、既設管渠1として通信ケーブル2が敷設されている下水管渠を補修するものであったが、それ以外に雨水管渠を補修してもよいし、電話線や電線などの活線を収容する専用配管などの既設管渠を補修してもよい。また、既設管渠1を構成する材質としては、コンクリート製以外に、陶器製や樹脂製であってもよい。さらに、既設管渠1としては、円形以外に、四角形などの多角形の配管であってもよい。   In the above embodiment, the sewage pipe laid with the communication cable 2 is repaired as the existing pipe tub 1, but the storm water tub may be repaired in addition to that, a telephone line, an electric wire, etc. Existing pipe rods such as dedicated pipes that accommodate the live wires may be repaired. Moreover, as a material which comprises the existing pipe rod 1, the product made from earthenware or resin other than the product made from concrete may be sufficient. Furthermore, the existing pipe rod 1 may be a polygonal pipe such as a quadrangle other than a circle.

・上記実施の形態では、更生材3の材料として水中硬化型の樹脂を用いたが、それ以外に、光硬化型樹脂、熱硬化型樹脂、熱可塑型樹脂などを用いてもよい。   In the above embodiment, an underwater curable resin is used as the material of the rehabilitation material 3, but other than that, a photocurable resin, a thermosetting resin, a thermoplastic resin, or the like may be used.

・上記実施の形態では、補修機20を構成する補修チューブ22は、エアの供給によって膨張させるものであった。これ以外に、エア以外の気体や水などの液体の供給によって膨張する補修チューブ22を用いてもよい。   -In above-mentioned embodiment, the repair tube 22 which comprises the repair machine 20 was expanded by supply of air. In addition to this, a repair tube 22 that expands by supplying a gas other than air or a liquid such as water may be used.

・上記実施の形態では、更生用治具10を用いて既設管渠1の補修を行うものであったが、その更生用治具10を用いずに補修機20側の構成を改良して補修を行ってもよい。具体的には、例えば、補修機20における補修チューブ22の外周面に、通信ケーブル2を配置可能な溝部と、その通信ケーブル2を配置した状態で溝部の開口を塞ぐ蓋部とを設ける。この補修機20を用いる場合、補修チューブ22の溝部に通信ケーブル2を配置した状態でその外周面に更生材3を巻きつける。これにより、通信ケーブル2は、更生材3よりも既設管渠1の中心側に配置され、更生材3と非接触の状態に保持される。従って、上記実施の形態と同様に、更生材3と既設管渠1の内周面との間に隙間4が生じることなく更生材3を確実に圧着することができる。また、補修後においても、補修前と同様に通信ケーブル2が既設管渠1内にてフリーな状態で敷設されるので、通信ケーブル2のメンテナンスを容易に行うことができる。   -In the said embodiment, although the existing pipe rod 1 was repaired using the rehabilitation jig | tool 10, the structure on the repair machine 20 side was improved and repaired without using the rehabilitation jig | tool 10. May be performed. Specifically, for example, on the outer peripheral surface of the repair tube 22 in the repair machine 20, a groove portion where the communication cable 2 can be arranged and a lid portion which closes the opening of the groove portion in a state where the communication cable 2 is arranged are provided. When using this repair machine 20, the rehabilitation material 3 is wound around the outer peripheral surface in the state which has arrange | positioned the communication cable 2 in the groove part of the repair tube 22. FIG. Thereby, the communication cable 2 is arrange | positioned rather than the rehabilitation material 3 in the center side of the existing pipe rod 1, and is hold | maintained in the non-contact state with the rehabilitation material 3. FIG. Therefore, similarly to the above embodiment, the rehabilitated material 3 can be reliably crimped without a gap 4 between the rehabilitated material 3 and the inner peripheral surface of the existing pipe rod 1. In addition, even after the repair, the communication cable 2 is laid in a free state in the existing tube 1 in the same manner as before the repair, so that the communication cable 2 can be easily maintained.

次に、特許請求の範囲に記載された技術的思想のほかに、前述した実施の形態によって把握される技術的思想を以下に列挙する。   Next, in addition to the technical ideas described in the claims, the technical ideas grasped by the embodiments described above are listed below.

(1)請求項1に記載の既設管渠の更生方法を実施するために用いられる補修機であって、その外周面に、前記活線を配置可能な溝部と、その溝部内に活線を配置した状態でその溝部の開口を塞ぐ蓋部とが設けられていることを特徴とする既設管渠の補修機。   (1) A repair machine used for carrying out the method for rehabilitating an existing pipe according to claim 1, wherein a groove portion in which the live wire can be arranged on an outer peripheral surface thereof, and a hot wire in the groove portion. An existing pipe rod repairing machine, characterized in that a lid portion that closes the opening of the groove portion in the arranged state is provided.

(2)請求項3において、前記内側板材及び外側板材の円弧の直径は、前記既設管渠の内径よりも小さいことを特徴とする既設管渠の更生用治具。   (2) A jig for rehabilitating an existing pipe rod according to claim 3, wherein the arc diameters of the inner plate member and the outer plate member are smaller than the inner diameter of the existing pipe rod.

(3)請求項4において、前記内側板材の内側に配置されるクッション材は、前記溝部の高さと等しい厚さを有することを特徴とする既設管渠の更生用治具。   (3) In Claim 4, the cushion material arrange | positioned inside the said inner side board | plate material has thickness equal to the height of the said groove part, The jig for the rehabilitation of the existing pipe rod characterized by the above-mentioned.

本発明を具体化した一実施の形態の更生用治具を示す分解斜視図。The disassembled perspective view which shows the jig | tool for rehabilitation of one Embodiment which actualized this invention. 本発明を具体化した一実施の形態の更生用治具を示す断面図。Sectional drawing which shows the jig | tool for rehabilitation of one Embodiment which actualized this invention. 補修機を示す斜視図。The perspective view which shows a repair machine. 既設管渠の更生方法を説明するための断面図。Sectional drawing for demonstrating the rehabilitation method of the existing pipe. 既設管渠の更生方法を説明するための断面図。Sectional drawing for demonstrating the rehabilitation method of the existing pipe. 既設管渠の更生方法を説明するための断面図。Sectional drawing for demonstrating the rehabilitation method of the existing pipe. 既設管渠の更生方法を説明するための断面図。Sectional drawing for demonstrating the rehabilitation method of the existing pipe. 補修後の既設管渠を示す断面図。Sectional drawing which shows the existing pipe rod after repair. 従来の既設管渠を示す断面図。Sectional drawing which shows the conventional existing pipe rod. 従来の補修後の既設管渠を示す断面図。Sectional drawing which shows the existing pipe rod after the conventional repair.

符号の説明Explanation of symbols

1…既設管渠
2…活線としての通信ケーブル
3…更生材
10…更生用治具
11…内側板材
12…外側板材
13,14…クッション材
16…溝部
20…補修機
DESCRIPTION OF SYMBOLS 1 ... Existing pipe 2 Communication cable as a live wire 3 ... Rehabilitation material 10 ... Rehabilitation jig 11 ... Inner plate material 12 ... Outer plate material 13, 14 ... Cushion material 16 ... Groove part 20 ... Repair machine

Claims (5)

流体圧の作用により膨張する補修機の外周面に更生材を配置し、前記補修機を既設管渠内にて膨張させて更生材を前記既設管渠の内周面に圧着することにより、内部に活線が敷設された状態で損傷箇所を補修する既設管渠の更生工法であって、
前記活線を前記更生材よりも管渠の中心側に配置するとともに、その活線と更生材とを非接触の状態に保持して、前記補修機を膨張させることを特徴とする既設管渠の更生方法。
By placing rehabilitation material on the outer peripheral surface of the repair machine that expands due to the action of fluid pressure, the repair machine is expanded in the existing pipe and the rehabilitation material is crimped to the inner peripheral surface of the existing pipe. Rehabilitation method for existing pipes to repair damaged parts with live wires laid on
The existing pipe is arranged such that the live wire is arranged closer to the center side of the pipe than the rehabilitation material, and the repair machine is inflated while maintaining the live line and the rehabilitation material in a non-contact state. Rehabilitation method.
前記更生材と補修機の外周面との間に治具を配置し、その治具の中に活線を挿通させることを特徴とする請求項1に記載の既設管渠の更生方法。   The rehabilitation method for existing pipes according to claim 1, wherein a jig is disposed between the rehabilitation material and the outer peripheral surface of the repair machine, and a live wire is inserted through the jig. 流体圧の作用により膨張する補修機の外周面に更生材を配置し、前記補修機を既設管渠内にて膨張させて更生材を前記既設管渠の内周面に圧着することにより、内部に活線が敷設された状態で損傷箇所を補修する際に、前記更生材と補修機の外周面との間に配置される既設管渠の更生用治具であって、
前記活線を配置可能な溝部を有し、円弧状に形成された可撓性の内側板材と、
前記内側板材の外側面に配置され、円弧状に形成された可撓性の外側板材と
を備え、前記内側板材と外側板材との間に活線が挟み込まれるように配置されることを特徴とする既設管渠の更生用治具。
By placing rehabilitation material on the outer peripheral surface of the repair machine that expands due to the action of fluid pressure, the repair machine is expanded in the existing pipe and the rehabilitation material is crimped to the inner peripheral surface of the existing pipe. When repairing a damaged part in a state in which a live wire is laid, a rehabilitation jig for an existing pipe disposed between the rehabilitation material and the outer peripheral surface of the repair machine,
A flexible inner plate member having a groove part in which the live wire can be arranged and formed in an arc shape;
A flexible outer plate disposed on the outer surface of the inner plate and formed in a circular arc shape, and arranged so that a live line is sandwiched between the inner plate and the outer plate. Jig for rehabilitation of existing pipes.
前記内側板材の内側及び前記外側板材の外側にクッション材を設けたことを特徴とする請求項3に記載の既設管渠の更生用治具。   The jig for rehabilitating an existing pipe rod according to claim 3, wherein a cushion material is provided on the inner side of the inner side plate material and on the outer side of the outer side plate material. 前記溝部内に空間的余裕をもって前記活線が配置されることを特徴とする請求項3または4に記載の既設管渠の更生用治具。   The jig for rehabilitating an existing pipe rod according to claim 3 or 4, wherein the live wire is disposed in the groove portion with a sufficient space.
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CN112987210A (en) * 2021-02-08 2021-06-18 北京百世通管道科技有限公司 Sensing optical fiber unit structure for pipeline risk monitoring and early warning and construction method

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JP2815329B2 (en) * 1995-10-03 1998-10-27 株式会社湘南合成樹脂製作所 Tubing material for cable laying and cable laying and pipeline repair method
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JP2010024768A (en) * 2008-07-23 2010-02-04 Sanken:Kk Repairing apparatus for cable laying conduit
CN112987210A (en) * 2021-02-08 2021-06-18 北京百世通管道科技有限公司 Sensing optical fiber unit structure for pipeline risk monitoring and early warning and construction method

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