JP2015157406A - Repair structure and repair method for conduit - Google Patents

Repair structure and repair method for conduit Download PDF

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JP2015157406A
JP2015157406A JP2014033216A JP2014033216A JP2015157406A JP 2015157406 A JP2015157406 A JP 2015157406A JP 2014033216 A JP2014033216 A JP 2014033216A JP 2014033216 A JP2014033216 A JP 2014033216A JP 2015157406 A JP2015157406 A JP 2015157406A
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pipe
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main pipe
water expansion
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JP6452942B2 (en
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伸吉 大岡
Shinkichi Ooka
伸吉 大岡
張 満良
Mitsuyoshi Cho
満良 張
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Yoshika Engineering Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a repair structure and a repair method for a conduit, improved in water cutoff performance, in a connection part between a fitting pipe and a main pipe.SOLUTION: A repair structure for a conduit includes in a connection part between a main pipe 102 and a fitting pipe 106, a main pipe renovation pipe 30 provided inside the main pipe 102, and a fitting pipe renovation pipe 42 provided inside the fitting pipe. In the repair structure, water expansion materials 40 and 44 for water cutoff, containing water expansion component and having a cavity in an unexpanded state are provided between the main pipe 102 and the main pipe renovation pipe 30, and between the fitting pipe 106 and the fitting pipe renovation pipe 42 in at least the connection part and its vicinity.

Description

本発明は、本管と取付管との接続部における管路の補修構造及び補修方法に関する。   The present invention relates to a pipe repair structure and a repair method at a connection portion between a main pipe and a mounting pipe.

下水管は長年の使用により劣化し、その耐用年数は一般に約50年とされているため、耐用年数を超えた下水管は年々増加している。老朽化した下水管は変形や亀裂等が生じており、下水の流下機能が低下するだけでなく、下水管周囲の地下水や土砂が下水管内に流入することによって地中に空洞が生じることから地面陥没の原因にもなっている。また、地中に埋設される下水管は地震等の地盤変動による影響を受けやすいため、所定の時期に何らかの補修が必要となるのが現状である。   Sewage pipes deteriorate with long-term use, and their useful life is generally about 50 years. Therefore, the number of sewer pipes exceeding the useful life is increasing year by year. Aged sewer pipes are deformed, cracked, etc., and not only the drainage function of the sewage is lowered, but also the groundwater and earth and sand around the sewer pipes flow into the sewer pipes, creating cavities in the ground. It also causes depression. In addition, since sewage pipes buried in the ground are easily affected by ground changes such as earthquakes, some repairs are required at a predetermined time.

下水管路の補修方法には、人孔間に設置された下水管全体を補修する全体補修(スパン補修)と、特定箇所の亀裂や破損等を部分的に補修する部分補修がある。一般に、全体補修は下水管全体が老朽化し破損箇所が多く、強度も低下している場合に採用され、部分補修は下水管自体の強度は一定の水準にあるものの、部分的に亀裂や破損が生じたり、下水管を構成するヒューム管等の構成単位管同士の接合部における漏水が生じている場合に採用される。   There are two types of repair methods for sewage pipes: full repair (span repair) for repairing the entire sewage pipes installed between manholes, and partial repairs for repairing cracks and breakage at specific locations. In general, overall repair is adopted when the entire sewer pipe is aged and there are many damaged parts, and the strength is reduced.Partial repair is partly cracked or broken, although the strength of the sewer pipe itself is at a certain level. It is adopted when water leakage occurs at the joint between structural unit tubes such as a fume tube or the like constituting the sewer pipe.

下水管路の中で漏水が生じやすい箇所は本管と取付管との接続部である。この接続部を含む管路の補修方法として、特許文献1に記載の方法が知られている。この方法は、本管の内側に本管用ライニング材を用いて本管用更生管を形成し、取付管の内側に取付管ライニング材を用いて取付管用更生管を形成した後、これらの内側に更に側面視T字状の接続部ライニング材を本管と取付管との接続部分に設置するものである。各ライニング材は光又は熱により硬化するライニング材であり、補修対象の管内面に密着させた状態で、光又は熱により硬化させることにより更生管が形成される。   The location where water leakage is likely to occur in the sewage pipeline is the connection between the main pipe and the mounting pipe. As a method for repairing a pipe line including this connecting portion, a method described in Patent Document 1 is known. In this method, a main pipe lining material is formed inside the main pipe using a main pipe lining material, and a mounting pipe lining material is formed inside the mounting pipe using a mounting pipe lining material. A connecting portion lining material having a T-shape in side view is installed at a connecting portion between the main pipe and the mounting pipe. Each lining material is a lining material that is cured by light or heat, and a rehabilitated tube is formed by curing with light or heat while being in close contact with the inner surface of the pipe to be repaired.

特開平10−225990号公報Japanese Patent Laid-Open No. 10-225990

ところが、特許文献1の補修方法において、ライニング材は硬化収縮が生じるため、補修作業後において既設管と硬化したライニング材(更生管)との間や、硬化した各ライニング材同士の間に僅かな隙間が生じる場合がある。このような場合、隙間を介して管路外の地下水や土砂が管路内に流入し、これにより地中に空洞が生じる場合がある。   However, in the repair method of Patent Document 1, since the lining material is cured and contracted, there is a slight amount between the existing pipe and the cured lining material (rehabilitated pipe) after the repair work or between the cured lining materials. There may be gaps. In such a case, groundwater or earth and sand outside the pipeline may flow into the pipeline through the gap, and this may cause a cavity in the ground.

さらに、特許文献1に記載された補修方法は、本管用ライニング材、取付管用ライニング材及び接続部用ライニング材の3つライニング材を別個に導入し、それぞれ光や熱により硬化する作業が必要になることから作業効率が低いという問題があった。   Furthermore, the repair method described in Patent Document 1 requires the work of individually introducing three lining materials, a main pipe lining material, a mounting pipe lining material, and a connecting portion lining material, and curing them with light and heat, respectively. Therefore, there was a problem that work efficiency was low.

本発明の目的は、止水性に優れる取付管と本管との接続部における管路の補修構造を提供することにある。また、本発明の目的は、止水性に優れる補修構造を効率よく形成することができる補修方法を提供することにある。   The objective of this invention is providing the repair structure of the pipe line in the connection part of the attachment pipe and main pipe which are excellent in water-stopping. Moreover, the objective of this invention is providing the repair method which can form efficiently the repair structure which is excellent in water stop.

上記課題を解決するため、請求項1に記載の管路の補修構造は、
本管と取付管との接続部において、前記本管の内側に設けられた本管用更生管と、前記取付管の内側に設けられた取付管用更生管と、を有する管路の補修構造において、
少なくとも前記接続部及びその近傍において、前記本管と前記本管用更生管との間、及び、前記取付管と前記取付管用更生管との間に、水膨張成分を含み且つ非膨張状態で空隙を有する止水用水膨張材が設けられたことを特徴とする。
In order to solve the above problem, the pipe repair structure according to claim 1,
In the connecting portion between the main pipe and the mounting pipe, in the repair structure of the pipe line having the main pipe rehabilitation pipe provided inside the main pipe and the mounting pipe rehabilitation pipe provided inside the mounting pipe,
At least in the connection portion and the vicinity thereof, a gap is formed between the main pipe and the main pipe rehabilitation pipe and between the attachment pipe and the attachment pipe rehabilitation pipe and includes a water expansion component and is in an unexpanded state. The water expansion material for water stop which has is provided.

この構成によれば、本管と取付管の接続部における隙間から管路内に流入しようとする地下水が、接続部に設けられた止水用水膨張材に達すると、止水用水膨張材が地下水を吸収して膨張する。そして、この膨張により止水用水膨張材の空隙が無くなって水が通過するルートが遮断されるので、地下水や土砂がそれ以上先に流れることを防止することができる。なお、止水用水膨張材は空隙を有するため、地下水はその空隙を通って止水用水膨張材の内部まで浸透するので、吸水効果及び膨張率が高く止水性に優れた補修構造を得ることができる。   According to this configuration, when the groundwater that is about to flow into the pipe line from the gap between the connection portion of the main pipe and the attachment pipe reaches the water stoppage expansion material provided in the connection portion, the water stoppage expansion material is converted into the groundwater. Absorbs and expands. And since this expansion | swelling eliminates the space | gap of the water expansion material for a water stop, and the route | route through which water passes is interrupted | blocked, it can prevent that groundwater and earth and sand flow further. In addition, since the water expansion material for water stop has a gap, the groundwater penetrates through the gap to the inside of the water expansion material for water stop, so that it is possible to obtain a repair structure having a high water absorption effect and a high expansion rate and excellent water stoppage. it can.

請求項2に記載の補修構造は、
前記取付管の前記本管近傍内周面を被覆する筒状部と、該筒状部の一方の端部から外方に延出形成され且つ前記本管の前記取付管近傍内周面を被覆する鍔状部とを有する非透水性の接続部被覆体が、前記止水用水膨張材の外側に更に設けられたことを特徴とする。
The repair structure according to claim 2 is:
A cylindrical portion that covers the inner peripheral surface of the mounting pipe in the vicinity of the main pipe, and extends outward from one end of the cylindrical section and covers the inner peripheral surface of the main pipe in the vicinity of the mounting pipe A water-impermeable connecting portion covering body having a flange-like portion is further provided on the outside of the water expansion material for water stop.

流入する地下水の量が多く、止水用水膨張材だけではその流入を阻止することができない場合であっても、止水用水膨張材の外側(本管・取付管側)に設けられた接続部被覆体の存在により、更生管の内側に地下水や土砂が流入することを更に効果的に防止することができる。   Even if there is a large amount of inflowing groundwater and it is not possible to prevent the inflow only with the water expansion material for water stop, the connection part provided on the outside (main pipe / mounting pipe side) of the water expansion material for water stop Due to the presence of the covering, it is possible to more effectively prevent groundwater and earth and sand from flowing into the rehabilitation pipe.

請求項3に記載の補修構造は、
前記止水用水膨張材は、前記水膨張成分として水膨張繊維又は水膨張粒子を含む繊維材であることを特徴とする。不織布等の繊維材は繊維が絡み合った構造を有するので、地下水の流入に同伴する土砂が繊維材で捕捉されることによっても水の通過ルートが遮断され、止水機能が更に向上する。
The repair structure according to claim 3 is:
The water expansion material for water stop is a fiber material containing water expansion fibers or water expansion particles as the water expansion component. Since the fiber material such as the nonwoven fabric has a structure in which the fibers are entangled with each other, the passage route of the water is blocked also by the earth and sand accompanying the inflow of the groundwater being captured by the fiber material, and the water stopping function is further improved.

請求項4に記載の補修構造は、前記止水用水膨張材が、圧縮状態で設けられていることを特徴とする。この構成によれば、止水用水膨張材の空隙がより小さくなった状態で止水用水膨張材が設けられるので、水膨張成分の膨張による水通過ルート遮断機能をより効果的に得ることができる。   The repair structure according to claim 4 is characterized in that the water expansion material for water stop is provided in a compressed state. According to this configuration, since the water expansion material for water stop is provided in a state where the gap of the water expansion material for water stop is further reduced, the water passage route blocking function due to the expansion of the water expansion component can be obtained more effectively. .

請求項5に記載の補修構造は、
前記接続部被覆体はゴム製であることを特徴とする。ゴム製とすることにより接続部被覆体と本管又は取付管の内面との密着性がより良好になり、接続部における止水効果が更に向上する。
The repair structure according to claim 5 is:
The connection part covering body is made of rubber. By using rubber, the adhesion between the connecting portion covering body and the inner surface of the main pipe or the mounting pipe becomes better, and the water stop effect at the connecting portion is further improved.

請求項6に記載の管路の補修方法は、請求項1に記載の補修構造を得るための補修方法において、
水膨張成分を含み且つ非膨張状態で空隙を有する止水用水膨張材が外周面に設けられた本管用ライニング材を前記本管内に導入し、硬化させて本管用更生管を形成する本管用更生管形成工程と、
水膨張成分を含み且つ非膨張状態で空隙を有する止水用水膨張材が外周面に設けられた取付管用ライニング材を前記取付管内に導入し、硬化させて取付管用更生管を形成する取付管用更生管形成工程と、
を含むことを特徴とする。
The pipe repair method according to claim 6 is a repair method for obtaining the repair structure according to claim 1,
A main pipe lining material in which a main lining material including a water expansion component and having a void in a non-expanded state is provided on the outer peripheral surface is introduced into the main pipe and cured to form a main pipe rehabilitation pipe. Tube forming process;
Rehabilitation for mounting pipes that introduces a lining material for a mounting pipe, which includes a water expansion component and has a void in a non-expanded state and provided on the outer peripheral surface, into the mounting pipe and cures to form a rehabilitation pipe for the mounting pipe Tube forming process;
It is characterized by including.

この構成によれば、補修作業において時間や労力のかかるライニング材硬化作業は2回で済み、それ以上の硬化作業を必要としないので、補修作業の簡略化が図られる。すなわち、従来では取付管用ライニング材の硬化作業、本管用ライニング材の硬化作業、及び接続部ライニング材の硬化作業の3度の硬化作業が必要であったが、本発明では取付管用ライニング材と本管用ライニング材の硬化作業のみで済むため補修作業を効率化が図られる。   According to this configuration, the lining material curing work that takes time and labor in the repair work is only required twice, and no further curing work is required, so that the repair work can be simplified. That is, in the past, three hardening operations were required: a hardening operation for the lining material for the mounting pipe, a hardening operation for the lining material for the main pipe, and a hardening operation for the connection lining material. Since only the pipe lining material needs to be hardened, the repair work can be made more efficient.

請求項7に記載の補修方法は、請求項2に記載の補修構造を形成するための補修方法であって、
前記本管用更生管形成工程及び前記取付管用更生管形成工程の前に、
前記取付管の前記本管近傍内面を被覆する筒状部と、該筒状部の一方の端部から外方に延出形成され且つ前記本管の前記取付管近傍内面を被覆する鍔状部と、を有する非透水性の接続部被覆体を前記接続部に設置する接続部被覆体設置工程を更に含むことを特徴とする。
The repair method according to claim 7 is a repair method for forming the repair structure according to claim 2,
Before the main pipe rehabilitation pipe forming step and the attachment pipe rehabilitation pipe forming step,
A cylindrical portion that covers the inner surface of the mounting pipe in the vicinity of the main pipe, and a hook-shaped section that extends outward from one end of the cylindrical section and covers the inner surface of the main pipe in the vicinity of the mounting pipe And a connection part covering body installation step of installing a water-impermeable connection part covering body on the connection part.

この構成によれば、請求項6の方法と比較して1工程増えるものの、この工程は硬化作業を要するものではないので、従来の方法に比べ補修作業の効率化が図られるとともに、接続部被覆体による止水性の更なる向上効果が奏される。   According to this configuration, although one step is added as compared with the method of claim 6, this step does not require a hardening operation, so that the efficiency of the repair operation is improved as compared with the conventional method, and the connection portion covering is performed. The effect of further improving the water stoppage by the body is exhibited.

請求項8に記載の補修方法は、請求項1に記載の補修構造を形成するための補修方法であって、
前記取付管の前記本管近傍内面を被覆する筒状部と、該筒状部の一方の端部から外側に延出形成され且つ前記本管の前記取付管近傍内面を被覆する鍔状部とを有し、水膨張成分を含み且つ非膨張状態で空隙を有する止水用水膨張材を前記接続部に設置する設置工程と、
本管用ライニング材を前記本管内に導入し、硬化させて本管用更生管を形成する本管用更生管形成工程と、
取付管用ライニング材を前記取付管内に導入し、硬化させて取付管用更生管を形成する取付管用更生管形成工程と、
を含むことを特徴とする。
The repair method according to claim 8 is a repair method for forming the repair structure according to claim 1,
A cylindrical portion that covers the inner surface of the mounting pipe in the vicinity of the main pipe; and a hook-shaped portion that extends outward from one end of the cylindrical section and covers the inner surface of the main pipe in the vicinity of the mounting pipe; An installation step of installing a water expansion material for still water containing a water expansion component and having a void in a non-expanded state at the connection portion;
Main pipe lining material is introduced into the main pipe and cured to form a main pipe rehabilitation pipe forming step;
A lining material for a mounting pipe is introduced into the mounting pipe and cured to form a rehabilitation pipe for a mounting pipe that is cured to form a retreading pipe for a mounting pipe;
It is characterized by including.

この構成によれば、請求項6の方法と比較して1工程増えるものの、この工程は硬化作業を要するものではなく、また、事前にライニング材の外周面に止水用水膨張材を設ける作業を行う必要がないので、止水性の高い補修構造を効率的な補修作業で得ることができる。   According to this configuration, although one step is added as compared with the method of claim 6, this step does not require a hardening operation, and an operation of providing a water expansion material for water stop on the outer peripheral surface of the lining material in advance. Since it is not necessary to carry out, a repair structure with a high water-stopping property can be obtained by an efficient repair work.

請求項9に記載の補修方法は、請求項2に記載の補修構造を形成するための補修方法であって、
前記接続部被覆体の内面に、水膨張成分を含み且つ非膨張状態で空隙を有する止水用水膨張材が設けられた止水用水膨張材付き接続部被覆体を前記接続部に設置する設置工程と、
本管用ライニング材を前記本管内に導入し、硬化させて本管用更生管を形成する本管用更生管形成工程と、
取付管用ライニング材を前記取付管内に導入し、硬化させて取付管用更生管を形成する取付管用更生管形成工程と、
を含むことを特徴とする。
The repair method according to claim 9 is a repair method for forming the repair structure according to claim 2,
An installation step of installing, on the connection portion, a connection portion covering body with a water expansion material for water stop, in which an inner surface of the connection portion covering body includes a water expansion component containing a water expansion component and having a void in a non-expanded state. When,
Main pipe lining material is introduced into the main pipe and cured to form a main pipe rehabilitation pipe forming step;
A lining material for a mounting pipe is introduced into the mounting pipe and cured to form a rehabilitation pipe for a mounting pipe that is cured to form a retreading pipe for a mounting pipe;
It is characterized by including.

この構成によれば、請求項6の方法と比較して1工程増えるものの、この工程は硬化作業を要するものではなく、また、事前にライニング材の外周面に止水用水膨張材を設ける作業を行う必要がないので、止水性の高い補修構造を効率的な補修作業で得ることができる。   According to this configuration, although one step is added as compared with the method of claim 6, this step does not require a hardening operation, and an operation of providing a water expansion material for water stop on the outer peripheral surface of the lining material in advance. Since it is not necessary to carry out, a repair structure with a high water-stopping property can be obtained by an efficient repair work.

本発明によれば、本管と取付管との接続部において、本管及び取付管とこれらの更生管との間に止水性水膨張材を介在させることにより止水性に優れる補修構造を得ることができる。したがって、管路老朽化による流下機能低下の防止効果や地中における空洞形成防止効果を長期に亘り確保することができる。   According to the present invention, at the connecting portion between the main pipe and the attachment pipe, a repair structure having excellent water stoppage is obtained by interposing a water-stopping water expansion material between the main pipe and the attachment pipe and these rehabilitation pipes. Can do. Therefore, it is possible to ensure the effect of preventing the deterioration of the flow-down function due to the aging of the pipeline and the effect of preventing the formation of cavities in the ground for a long period of time.

補修対象の管路を示す概略図である。It is the schematic which shows the pipe line of repair object. 止水用水膨張材付き本管用ライニング材を示す側視図である。It is a side view which shows the lining material for main pipes with the water expansion material for still water. 本管用ライニング材の一例を示す部分断面図である。It is a fragmentary sectional view which shows an example of the lining material for main pipes. 本管用更生管を設置する過程を示す説明図である。It is explanatory drawing which shows the process of installing the rehabilitation pipe | tube for main pipes. 本管用更生管を設置した状態を示す要部詳細図である。It is a principal part detail drawing which shows the state which installed the rehabilitation pipe | tube for main pipes. 止水用水膨張材付き取付管用ライニング材を示す側視図である。It is a side view which shows the lining material for attachment pipes with the water expansion material for water stop. 取付管用更生管を設置した状態を示す説明図である。It is explanatory drawing which shows the state which installed the rehabilitation pipe | tube for attachment pipes. 図7の要部拡大図である。It is a principal part enlarged view of FIG. 接続部被覆体を示す斜視図である。It is a perspective view which shows a connection part covering body. 接続部被覆体の設置作業を示す説明図である。It is explanatory drawing which shows the installation operation | work of a connection part coating | covering body. 接続部被覆体の設置状態を示す断面図である。It is sectional drawing which shows the installation state of a connection part covering body. 本管用更生管を設置する過程を示す説明図である。It is explanatory drawing which shows the process of installing the rehabilitation pipe | tube for main pipes. 取付管用更生管を設置した状態を示す説明図である。It is explanatory drawing which shows the state which installed the rehabilitation pipe | tube for attachment pipes. 図13の要部拡大図である。It is a principal part enlarged view of FIG. ハット形状の止水用水膨張材を示す斜視図である。It is a perspective view which shows the hat-shaped water expansion material for water stop. 止水用水膨張材の設置状態を示す説明図である。It is explanatory drawing which shows the installation state of the water expansion material for water stop. 更生管を設置した状態を示す説明図である。It is explanatory drawing which shows the state which installed the rehabilitation pipe | tube. 止水用水膨張材付き接続部被覆体を示す説明図である。It is explanatory drawing which shows the connection part covering body with the water expansion material for water stop. 接続部被覆体の設置状態を示す説明図である。It is explanatory drawing which shows the installation state of a connection part covering body. 更生管を設置した状態を示す説明図である。It is explanatory drawing which shows the state which installed the rehabilitation pipe | tube.

[第1の実施の形態]
以下、図面を参照して本発明を詳細に説明する。図1は補修対象である管路の一例を示す説明図である。図示のように、地中に埋設された2個のマンホール100−1、100−2間に本管102が連通接続され、本管102には桝104からの下水を本管102内に流入させるための取付管106が接続されている。本発明は、地下水や土砂の流入が生じやすい本管102と取付管106との接続部を補修するためのものである。なお、本発明の説明のために用いる図は要部を強調して示しており、実際の寸法比を示していない。
[First Embodiment]
Hereinafter, the present invention will be described in detail with reference to the drawings. FIG. 1 is an explanatory view showing an example of a pipe line to be repaired. As shown in the figure, a main pipe 102 is connected in communication between two manholes 100-1 and 100-2 buried in the ground, and sewage from the eaves 104 flows into the main pipe 102. An attachment tube 106 is connected. The present invention is for repairing the connecting portion between the main pipe 102 and the mounting pipe 106 in which inflow of groundwater or earth and sand is likely to occur. In addition, the figure used for description of this invention has shown and emphasized the principal part, and has not shown the actual dimension ratio.

図2は、本発明の補修構造を得るのに使用する本管用ライニング材とその外周面に設けられた止水用水膨張材を示す説明図である。ライニング材30は補修対象の本管の大きさに合わせて形成された筒状形状を有し、ライニング材30の外周面30aのうち所定領域に止水用水膨張材40が設けられている。止水用水膨張材40はこの所定領域において周方向に連続して筒状に設けられており、この所定領域は、本管用ライニング材30の本管102(図1参照)内設置状態における本管102と取付管106との接続部及びその近傍を含む領域である。後述する本管用ライニング材30の設置作業において、本管102と取付管106との接続部が止水用水膨張材40の両端部間に位置するように本管用ライニング材30が設置される。   FIG. 2 is an explanatory view showing a main pipe lining material used to obtain the repair structure of the present invention and a water stop water expansion material provided on the outer peripheral surface thereof. The lining material 30 has a cylindrical shape formed in accordance with the size of the main pipe to be repaired, and a water expansion water expansion material 40 is provided in a predetermined region of the outer peripheral surface 30 a of the lining material 30. The water expansion material 40 for water stop is provided in a cylindrical shape continuously in the circumferential direction in this predetermined area, and this predetermined area is the main pipe in the main pipe 102 (see FIG. 1) installed in the main pipe lining material 30. This is a region including the connection portion between 102 and the mounting tube 106 and the vicinity thereof. In the installation work of the main pipe lining material 30 to be described later, the main pipe lining material 30 is installed so that the connecting portion between the main pipe 102 and the attachment pipe 106 is located between both ends of the water expansion material 40 for water stop.

止水用水膨張材を除くライニング材30自体は従来から使用されているものでよく、光又は熱で硬化する硬化性ライニング材や、熱可塑性のライニング材等を使用することができる。図3は硬化性ライニング材の一例を示す一部横断面図である。硬化性ライニング材30は、硬化性樹脂組成物を含む基材層32と、基材層32の内側に積層された内側保護フィルム34と、基材層32の外側に積層された外側保護フィルム36とを有している。   The lining material 30 itself excluding the water expansion material for water stop may be a conventionally used one, and a curable lining material cured by light or heat, a thermoplastic lining material, or the like can be used. FIG. 3 is a partial cross-sectional view showing an example of a curable lining material. The curable lining material 30 includes a base material layer 32 containing a curable resin composition, an inner protective film 34 laminated on the inner side of the base material layer 32, and an outer protective film 36 laminated on the outer side of the base material layer 32. And have.

基材層32はガラス繊維などの基材に硬化性樹脂組成物を含浸させることにより形成することができる。硬化性樹脂組成物は熱硬化性樹脂組成物でも光硬化性樹脂組成物でもよい。基材層32の厚さは補修対象の管によって適宜選択される。一般に、補修対象の管の管径や管厚が大きいほど、基材層32の厚みを厚くする。   The base material layer 32 can be formed by impregnating a base material such as glass fiber with a curable resin composition. The curable resin composition may be a thermosetting resin composition or a photocurable resin composition. The thickness of the base material layer 32 is appropriately selected depending on the pipe to be repaired. Generally, the thickness of the base material layer 32 is increased as the pipe diameter or pipe thickness of the pipe to be repaired is increased.

内側保護フィルム34及び外側保護フィルム36はポリエチレンフィルムやPETフィルム等のフィルムを用いることができる。これらのフィルムを設けることにより流動性を有する硬化性樹脂組成物を含む基材層32の取り扱い性を向上させている。   The inner protective film 34 and the outer protective film 36 may be a film such as a polyethylene film or a PET film. By providing these films, the handleability of the base material layer 32 containing the curable resin composition having fluidity is improved.

図2に示した止水用水膨張材40は水膨張成分を含み且つ非膨張状態で空隙を有する。水膨張成分としては、例えば、水膨張ポリマー(ポリアクリル酸ナトリウム等)や水膨張ゴムからなる水膨張繊維や水膨張粒子を使用することができる。止水用水膨張材40としては、水膨張成分を含む繊維材(例えば、不織布、織物、編物等)を使用することができる。このような繊維材としては、全体が水膨張繊維からなっていてもよいし、水膨張繊維と非水膨張繊維(ポリエチレン繊維やPET等のポリエステル繊維等)を組み合わせて繊維材としたものや、非水膨張繊維の繊維材の中に水膨張粒子を含ませたものを使用することができる。水膨張繊維と非水膨張繊維を組み合わせた繊維材の場合、水膨張繊維の重量割合が40%以上あることが好ましい。また、繊維材だけでなく、水膨張成分を含む連続気泡発泡体等の発泡体を止水用水膨張材として使用することもできる。止水用水膨張材は水を吸収すると、止水用水膨張材に含まれる水膨張成分が膨張して内部の空隙が減少又は消失して水が通過するルートが断たれ、止水性を発揮する。止水用水膨張材は、繊維材や発泡体等から形成され、内部に空隙(繊維材の場合は繊維同士の隙間、発泡体の場合は気泡部分)を有する。地下水が止水用水膨張材に達すると、その空隙を通過して止水用水膨張材の内部まで浸透し、その後水膨張成分が膨張するので、止水用水膨張材全体の膨張倍率が高く、高い止水性を発揮することができる。   The water expansion material 40 for water stop shown in FIG. 2 contains a water expansion component and has a void in a non-expanded state. As the water-swelling component, for example, water-swelling fibers or water-swelling particles made of a water-swelling polymer (such as sodium polyacrylate) or a water-swelling rubber can be used. As the water expansion material 40 for water stop, a fiber material (for example, a nonwoven fabric, a woven fabric, a knitted fabric, etc.) containing a water expansion component can be used. As such a fiber material, the whole may consist of a water-expandable fiber, or a combination of a water-expandable fiber and a non-water-expandable fiber (polyester fiber such as polyethylene fiber or PET) is used as a fiber material, A non-water-expandable fiber material containing water-expandable particles can be used. In the case of a fiber material in which water-swelling fibers and non-water-swelling fibers are combined, the weight ratio of the water-swelling fibers is preferably 40% or more. Moreover, not only a fiber material but foams, such as an open-cell foam containing a water expansion | swelling component, can also be used as a water expansion material for water stop. When the water-swelling material for waterstop absorbs water, the water-swelling component contained in the water-swelling material for waterstop expands, the internal voids decrease or disappear, the route through which water passes is cut off, and waterstop is exhibited. The water expansion material for waterstop is formed from a fiber material, a foam, or the like, and has a void (a gap between fibers in the case of a fiber material, or a bubble portion in the case of a foam) inside. When groundwater reaches the water expansion material for water stoppage, it passes through the gap and penetrates to the inside of the water expansion material for water stoppage, and then the water expansion component expands. Can exhibit water-stopping properties.

止水用水膨張材40は設置状態で圧縮した状態にあることが好ましい。これにより、止水用水膨張材40内の空隙が減少し、水膨張効果による優れた止水効果が発揮される。例えば、止水用水膨張材の厚さは設置前(常態)の非圧縮状態では、例えば、3〜15mmであり、圧縮状態では、例えば、1〜5mmである。止水用水膨張材40の設置された状態の非膨張状態での密度は、使用する水膨張成分等の種類や形態等に応じて適宜設定することができ、例えば、水膨張ポリマーからなる水膨張繊維と、ポリエステル繊維からなる非膨張繊維とを4:6〜6:4の質量比で組み合わせて作製した不織布からなる止水用水膨張材の場合には0.16〜0.4g/cmである。なお、本発明において、止水用水膨張材とは、他に特に記載のない限り、水で膨張する前の状態と膨張した後の状態の両方を含むものとする。 It is preferable that the water expansion material 40 for still water is in a state compressed in the installed state. Thereby, the space | gap in the water expansion material 40 for water stop decreases, and the outstanding water stop effect by a water expansion effect is exhibited. For example, the thickness of the water expansion material for water stop is, for example, 3 to 15 mm in the non-compressed state before installation (normal state), and is, for example, 1 to 5 mm in the compressed state. The density in the non-expanded state in which the water expansion material 40 for water stoppage is installed can be appropriately set according to the type and form of the water expansion component used, for example, water expansion made of a water expansion polymer. 0.16 to 0.4 g / cm 3 in the case of a water-swelling material for waterstop made of a nonwoven fabric produced by combining fibers and non-expanded fibers made of polyester fibers at a mass ratio of 4: 6 to 6: 4. is there. In addition, in this invention, unless otherwise indicated, the water expansion material for water stop shall include both the state before expanding with water, and the state after expanding.

図4は、上述した本管用ライニング材30を用いて本管102の内側に本管用更生管を形成する過程を示す説明図である。本実施の形態では、紫外線等の光で硬化するライニング材を用いた例を説明する。   FIG. 4 is an explanatory diagram showing a process of forming a main pipe rehabilitation pipe inside the main pipe 102 using the main pipe lining material 30 described above. In this embodiment, an example using a lining material that is cured by light such as ultraviolet rays will be described.

まず、図2で示した止水用水膨張材付きライニング材30(本管用ライニング材)を折り畳まれた状態で、従来から行われている引込方式や反転方式により本管102内に導入し、両端部を密閉部材60で密閉する。次いで、密閉空間に作業機110からホース120を介して空気等の気体を供給してライニング材30(止水用水膨張材40が設けられている領域は止水用水膨張材40)を本管102内面と密着させた状態とする。供給された気体は作業機112によりホース122を介して回収することにより密閉空間内の圧力を調節して一定圧としている。その後、ライニング材30の内側に予め配置しておいた移動式の光照射装置60により本管用ライニング材30に対して光照射を行いながら光照射装置60を移動させて本管用ライニング材30を硬化させる。光照射装置60は複数のランプ62が連結されており、その移動はケーブル114で牽引することにより行われる。   First, the lining material 30 with a water expansion material for water stop shown in FIG. 2 (main pipe lining material) is folded and introduced into the main pipe 102 by a conventional pull-in method or reversal method. The part is sealed with a sealing member 60. Next, a gas such as air is supplied from the work machine 110 through the hose 120 to the sealed space, and the lining material 30 (the area where the water-stopping water expansion material 40 is provided) is connected to the main pipe 102. It is in a state of being in close contact with the inner surface. The supplied gas is recovered through the hose 122 by the work machine 112 to adjust the pressure in the sealed space to a constant pressure. Thereafter, the main lining material 30 is cured by moving the light irradiation device 60 while irradiating the main lining material 30 with light by the movable light irradiation device 60 arranged in advance inside the lining material 30. Let A plurality of lamps 62 are connected to the light irradiation device 60, and the movement thereof is performed by pulling with the cable 114.

本管用ライニング材30が硬化した後、光照射装置60を撤去し、硬化した本管用ライニング材(本管用更生管)の管口処理を行う。さらに、本管102の取付管106との接続部については、硬化した本管用ライニング材30及び止水用水膨張材40を、本管102と取付管106との接続部の開口部に合わせて切除する。開口部の切除は従来から行われている手法で行うことができ、例えば、移動可能な切断機を硬化した本管用ライニング材30の内側に配置し、接続部まで移動させた後、切断機のカッターで硬化後のライニング材30を円状に切り取ることにより行うことができる。   After the main pipe lining material 30 is hardened, the light irradiation device 60 is removed, and a pipe opening treatment of the hard main pipe lining material (main pipe rehabilitation pipe) is performed. Further, for the connection portion of the main pipe 102 to the attachment pipe 106, the hardened main pipe lining material 30 and the water-stopping water expansion material 40 are excised in accordance with the opening of the connection portion between the main pipe 102 and the attachment pipe 106. To do. The excision of the opening can be performed by a conventional method. For example, a movable cutting machine is arranged inside the hardened main pipe lining material 30 and moved to the connecting portion, and then the cutting machine This can be done by cutting the lining material 30 after curing with a cutter into a circular shape.

以上の作業により、本管102の内側に本管用ライニング材30が硬化した本管用更生管30が形成される。図5は、本管用更生管30が形成した状態の本管102と取付管106との接続部の要部拡大図である。図示のように、硬化した本管用ライニング材30の取付管106と接続する部分は切除されている。   Through the above operation, the main pipe rehabilitation pipe 30 in which the main pipe lining material 30 is hardened is formed inside the main pipe 102. FIG. 5 is an enlarged view of a main part of a connection portion between the main pipe 102 and the attachment pipe 106 in a state where the main pipe rehabilitation pipe 30 is formed. As shown in the drawing, a portion of the hardened main pipe lining material 30 that is connected to the attachment pipe 106 is cut off.

次に、取付管106についても同様にライニングを行う。図6は取付管用ライニング材を示す側視図である。取付管用ライニング材42の外周面42aのうち一方の端部から所定長さの領域には止水用水膨張材44が周方向に連続して筒状に設けられている。取付管ライニング材42及び止水用水膨張材44の材質は、上述した本管用ライニング材30と止水用水膨張材40と同じものでよく、厚さは補修対象の取付管の管径等に応じて適宜選択される。   Next, the lining is similarly performed on the attachment pipe 106. FIG. 6 is a side view showing the lining material for the mounting pipe. A water expansion material 44 for water stop is provided in a cylindrical shape continuously in the circumferential direction in a region having a predetermined length from one end of the outer peripheral surface 42a of the lining material 42 for mounting pipes. The material of the mounting pipe lining material 42 and the water expansion material 44 for water stop may be the same as the material for the main pipe lining 30 and the water expansion material 40 for water stop, and the thickness depends on the diameter of the mounting pipe to be repaired. Are appropriately selected.

取付管用ライニング材42の導入作業及び硬化作業は従来から行われる方法で行うことができる。例えば、取付管用ライニング材42を折り畳まれた状態で取付管106(図4参照)内に導入した後、内部に空気等の気体を導入して取付管用ライニング材42(止水用水膨張材44が設けられている領域は止水用水膨張材44)を取付管106内面に密着させた状態で、光や熱で硬化させることにより行う。   The introduction work and the hardening work of the lining material 42 for the mounting pipe can be performed by a conventional method. For example, after the mounting pipe lining material 42 is folded and introduced into the mounting pipe 106 (see FIG. 4), a gas such as air is introduced into the mounting pipe lining material 42 (the water expansion material 44 for water stoppage). The provided region is formed by curing with water or light in a state in which the water expansion material 44 for water stop is in close contact with the inner surface of the attachment tube 106.

図7は、取付管用ライニング材42を用いて取付管106の内側に取付管用更生管42を形成した状態を示す説明図であり、図8は図7における接続部及びその近傍の詳細図である。図示のように、本管102と取付管106との接続部及びその近傍において、本管用更生管30は本管102に対して止水用水膨張材40を介して密着した状態で設置され、取付管用更生管42は取付管106に対して止水用水膨張材44を介して密着した状態で設置されている。止水用水膨張材40、44は、上述したライニング材の密着作業時において気体を導入した結果、各ライニング材30、42により押圧されて圧縮された状態となり、この圧縮状態で本管102と本管用更生管30との間、及び、取付管106と取付管用更生管42との間に設けられている。   FIG. 7 is an explanatory view showing a state in which the attachment pipe rehabilitation pipe 42 is formed inside the attachment pipe 106 by using the attachment pipe lining material 42, and FIG. 8 is a detailed view of the connection portion and its vicinity in FIG. . As shown in the drawing, the main pipe rehabilitation pipe 30 is installed in close contact with the main pipe 102 through the water expansion material 40 for water stop at the connection portion between the main pipe 102 and the mounting pipe 106 and in the vicinity thereof. The pipe rehabilitation pipe 42 is installed in close contact with the attachment pipe 106 via a water stop water expansion material 44. As a result of introducing the gas during the above-described lining material contact work, the water expansion members 40 and 44 for water stoppage are pressed and compressed by the lining materials 30 and 42, and in this compressed state, the main pipe 102 and the main body 102 are compressed. It is provided between the pipe rehabilitation pipe 30 and between the attachment pipe 106 and the attachment pipe rehabilitation pipe 42.

このように止水用水膨張材40が配置されていることにより、本管102と取付管106との接続部における隙間を介して地下水が止水用水膨張材40に達すると、止水用水膨張材40に含まれる水膨張繊維が膨張し、空隙がなくなることで水が通過するルートが断たれ、止水性が発揮される。これにより、管路内への地下水や土砂の流入が防止される。   By disposing the water expansion material for water stop 40 in this way, when the ground water reaches the water expansion material for water stop 40 through the gap at the connection portion between the main pipe 102 and the attachment pipe 106, the water expansion material for water stop When the water-swelling fiber contained in 40 expands and the voids disappear, the route through which water passes is cut off, and water-stopping performance is exhibited. Thereby, inflow of groundwater and earth and sand into a pipe line is prevented.

なお、硬化前のライニング材を主に構成する硬化性樹脂組成物は流動性を有するため、上述した気体導入による各ライニング材30、42の密着作業時において、止水用水膨張材40、44が設けられている箇所の硬化性樹脂組成物は止水用水膨張材40、44が設けられていない箇所へと流れ、その状態で硬化することになるため、各更生管30、42の内径は水膨張性部材40、44が設けられている箇所と設けられていない箇所とで大きな差は出ない。   In addition, since the curable resin composition that mainly constitutes the lining material before curing has fluidity, the water expansion material 40, 44 for water stoppage is used at the time of the adhesion work of the lining materials 30, 42 by introducing the gas. Since the curable resin composition at the location where it is provided flows to the location where the water expansion material 40, 44 for water stop is not provided and cures in that state, the inner diameter of each rehabilitating tube 30, 42 is water. There is no significant difference between the location where the expandable members 40 and 44 are provided and the location where the expandable members 40 and 44 are not provided.

本実施の形態において、止水用水膨張材40、44は、図2及び図6に示したように、各ライニング材30、42の外周面30a、42aのうち所定領域に設けられた例を示したが、外周面30a、42aの全領域に設けられていてもよい。   In the present embodiment, as shown in FIGS. 2 and 6, the water expansion members 40 and 44 for water stop are shown in an example provided in a predetermined region of the outer peripheral surfaces 30 a and 42 a of the lining materials 30 and 42. However, it may be provided in the entire region of the outer peripheral surfaces 30a and 42a.

また、本実施の形態において、各止水性水膨張材は予めライニング材の外周面に設けられた例を示したが、止水用水膨張材とライニング材を別個に本管及び取付管内に導入して設置してもよい。この場合には、まず、筒状に形成した止水用水膨張材を本管内に導入し、次いで導入された筒状の止水用水膨張材の内側にライニング材を導入する。その後、上述したようにライニング材を硬化して、本管用更生管を得る。次いで、取付管内に筒状の止水用水膨張材を導入し、導入された止水用水膨張材の内側にライニング材を導入する。そして、上述したようにライニング材を硬化して、取付管用更生管を得る。これにより本管と本管用更生管及び取付管と取付管用更生管との間に止水用水膨張材が設けられた補修構造が得られる。   Further, in the present embodiment, the example in which each water-stopping water expansion material is provided in advance on the outer peripheral surface of the lining material is shown, but the water-stopping water expansion material and the lining material are separately introduced into the main pipe and the attachment pipe. May be installed. In this case, the water-stopping water expansion material formed in a cylindrical shape is first introduced into the main pipe, and then the lining material is introduced inside the cylindrical water-stopping water expansion material introduced. Thereafter, the lining material is cured as described above to obtain a main pipe rehabilitation pipe. Next, a cylindrical water expansion material for water stop is introduced into the mounting pipe, and a lining material is introduced inside the water expansion material for water stop. Then, as described above, the lining material is cured to obtain a rehabilitation pipe for a mounting pipe. Thereby, the repair structure in which the water expansion material for water stop was provided between the main pipe, the main pipe renovation pipe, and the attachment pipe and the renovation pipe for the attachment pipe is obtained.

[第2の実施の形態]
以下、本発明の補修構造の第2の実施の形態について説明する。図9は、本発明の補修構造を得るのに使用する接続部被覆体の一例を示す斜視図である。図示のように、接続部被覆体10は筒状部12と筒状部12の一端から外方へ延出形成された鍔状部14とを有している。鍔状部14は矩形状の平板材の中央部が円状に切り欠かれた形状となっており、その形状は、設置対象の本管の内面形状に沿うように若干湾曲した曲面形状を有している。
[Second Embodiment]
Hereinafter, a second embodiment of the repair structure of the present invention will be described. FIG. 9 is a perspective view showing an example of a connecting portion covering used for obtaining the repair structure of the present invention. As shown in the figure, the connecting portion covering body 10 includes a cylindrical portion 12 and a hook-shaped portion 14 that extends outward from one end of the cylindrical portion 12. The bowl-shaped portion 14 has a shape in which a central portion of a rectangular flat plate material is cut out in a circular shape, and the shape has a curved surface shape slightly curved along the inner surface shape of the main pipe to be installed. doing.

鍔状部14の内縁部から外縁部までの最短長さLは、補修対象の管の大きさに応じて適宜選択すればよいが、少なくとも5cmあることが有利であり、好ましくは10〜30cmである。筒状部12の外径は設置対象の取付管の内径とほぼ同じか若干小さく形成される。筒状部の軸方向の長さHは例えば5〜30cmである。筒状部12及び鍔状部14の厚さは例えば1〜5mmである。   The shortest length L from the inner edge portion to the outer edge portion of the bowl-shaped portion 14 may be appropriately selected according to the size of the pipe to be repaired, but is advantageously at least 5 cm, preferably 10 to 30 cm. is there. The outer diameter of the cylindrical portion 12 is formed to be substantially the same as or slightly smaller than the inner diameter of the mounting pipe to be installed. The axial length H of the cylindrical portion is, for example, 5 to 30 cm. The thickness of the cylindrical part 12 and the bowl-shaped part 14 is 1-5 mm, for example.

接続部被覆体10の材質としては、ゴムやプラスチック等の非透水性のものが採用される。取付管や本管の内面に多少の歪みがあってもその追従性により密着度が増すため、ゴム製であることが好ましい。そして、漏水を確実に防止するために、接続部被覆体10は全体が一体成形されていることが好ましい。   As the material of the connecting portion covering 10, a water-impermeable material such as rubber or plastic is used. Even if there is some distortion on the inner surface of the mounting pipe or the main pipe, the degree of adhesion is increased due to the followability, so that it is preferably made of rubber. And in order to prevent a water leak reliably, it is preferable that the whole connection part covering body 10 is integrally molded.

図10は、接続部被覆体10を本管102と取付管106との接続部に設置する作業の説明図である。図示のように、本管102内を移動可能であり且つ接続部被覆体10を保持するためのプレート部52を有する取付装置50を一方のマンホール100−2から搬入する。取付装置50の端部にはケーブル56が接続されており、取付装置50はケーブル56を作業機114により引き込むことにより移動可能となっている。また、取付装置50にはカメラ(図示せず)が備え付けられており、本管102内に搬入されると、地上において作業者がカメラの映像から本管102内における取付装置50の位置を確認し、接続部の近くまで移動させる。その後、取付装置50のプレート部52を矢印方向に移動させて接続部被覆体10を本管102と取付管106との接続部に設置する。   FIG. 10 is an explanatory diagram of the operation of installing the connection portion covering 10 at the connection portion between the main pipe 102 and the attachment pipe 106. As shown in the drawing, an attachment device 50 that is movable in the main pipe 102 and has a plate portion 52 for holding the connection portion covering body 10 is carried in from one manhole 100-2. A cable 56 is connected to the end of the attachment device 50, and the attachment device 50 can be moved by drawing the cable 56 with the work machine 114. In addition, the attachment device 50 is provided with a camera (not shown). When the attachment device 50 is carried into the main tube 102, the operator confirms the position of the attachment device 50 in the main tube 102 from the image of the camera on the ground. And move it closer to the connection. Thereafter, the plate portion 52 of the attachment device 50 is moved in the direction of the arrow to install the connection portion covering body 10 at the connection portion between the main pipe 102 and the attachment pipe 106.

なお、接続部被覆体10の外面には予め接着剤が塗布してあり、これによって本管102と取付管106の内周面と接着し、接続部に固定される。接続部被覆体10を設置する前には、必要に応じて、管路内を高圧洗浄等によって予め洗浄しておいてもよい。   Note that an adhesive is applied in advance to the outer surface of the connection portion covering body 10, whereby the main tube 102 and the inner peripheral surface of the attachment tube 106 are adhered and fixed to the connection portion. Before installing the connecting portion covering 10, the inside of the pipe line may be cleaned in advance by high-pressure cleaning or the like.

図11は接続部被覆体10を設置した後の接続部の断面図である。図示のように、接続部被覆体10の筒状部12が取付管106の本管102近傍内周面を被覆しており、鍔状部14が本管102の取付管106近傍内周面を被覆している。   FIG. 11 is a cross-sectional view of the connection portion after the connection portion covering 10 is installed. As shown in the figure, the cylindrical portion 12 of the connecting portion covering body 10 covers the inner peripheral surface in the vicinity of the main tube 102 of the attachment tube 106, and the flange portion 14 covers the inner peripheral surface in the vicinity of the attachment tube 106 of the main tube 102. It is covered.

次に、本管用ライニング材及び取付管用ライニング材を用いて本管用更生管及び取付管用更生管を形成する。図12は本管102の内側において図2で示した本管用ライニング材30を用いて本管用更生管を形成する過程を示す説明図である。本管用更生管の形成方法は第1の実施の形態で説明した方法と同様でよい。そして、本管用更生管30を形成した後、取付管106の内側にも図6で示した取付管用ライニング材42を用いて取付管用更生管を形成する。   Next, a main pipe rehabilitation pipe and a mounting pipe rehabilitation pipe are formed using the main pipe lining material and the mounting pipe lining material. FIG. 12 is an explanatory view showing a process of forming a main pipe rehabilitation pipe using the main pipe lining material 30 shown in FIG. 2 inside the main pipe 102. The method for forming the main pipe rehabilitation pipe may be the same as the method described in the first embodiment. After the main pipe rehabilitation pipe 30 is formed, a mounting pipe rehabilitation pipe is also formed inside the mounting pipe 106 using the mounting pipe lining material 42 shown in FIG.

図13は全工程を終えた後の全体図であり、図14は図13の本管と取付管との接続部の詳細図である。図示のように、本管102と取付管106の接続部及びその近傍において、取付管106側では外側から順に取付管106、接続部被覆体10、止水用水膨張材44及び取付管用更生管42がこの順で積層されて設けられている。また、本管102側では、外側から順に本管102、接続部被覆体10、止水用水膨張材40、本管用更生管30がこの順で積層されて設けられている。   FIG. 13 is an overall view after all the steps are completed, and FIG. 14 is a detailed view of the connecting portion between the main pipe and the attachment pipe in FIG. As shown in the drawing, at the connection portion between the main tube 102 and the attachment tube 106 and in the vicinity thereof, the attachment tube 106 side, the attachment tube 106, the connection portion covering 10, the water expansion material 44 for water stop, and the attachment tube rehabilitation tube 42 in order from the outside. Are stacked in this order. On the main pipe 102 side, the main pipe 102, the connecting portion covering 10, the water stop water expansion material 40, and the main pipe rehabilitation pipe 30 are stacked in this order from the outside.

このような構造を有していることにより次の効果が得られる。すなわち、非透水性の接続部被覆体10の存在により、本管102と取付管102との隙間から流入する地下水や土砂の流入をそこで遮断することができる。また、流入する地下水の量が多く、接続部被覆体10だけではその流入を阻止することができない場合であっても、接続部被覆体10と本管用更生管30又は取付管用更生管42との間に設けられた止水用水膨張材40、44の存在により、更生管の内側に地下水や土砂が流入することを防止することができる。また、接続部被覆体10が止水用水膨張材40、44と本管102及び取付管106との間に介在することにより、本管102と取付管106との間から流入する地下水が、接続部被覆体10を回り込んで止水用水膨張材40、44に達して吸収されるので、止水用水膨張材40、44が膨張して止水性を発揮するまでに必要な長さを確保することができる。   By having such a structure, the following effects can be obtained. That is, the presence of the water-impermeable connecting portion covering body 10 can block the inflow of groundwater and earth and sand flowing from the gap between the main pipe 102 and the attachment pipe 102. Further, even if the amount of groundwater flowing in is large and the inflow cannot be prevented only by the connection portion covering body 10, the connection portion covering body 10 and the main pipe rehabilitation pipe 30 or the attachment pipe rehabilitation pipe 42 can be prevented. The presence of the water expansion materials 40 and 44 for stopping water provided therebetween can prevent the underground water and earth and sand from flowing into the rehabilitation pipe. Further, since the connecting portion covering body 10 is interposed between the water expansion material 40, 44 for water stop and the main pipe 102 and the attachment pipe 106, the groundwater flowing from between the main pipe 102 and the attachment pipe 106 is connected. Since the water expansion material 40, 44 for waterstop is absorbed by being absorbed by the part covering body 10, the length necessary for the water expansion material 40, 44 for waterstop to expand and exhibit waterstop is ensured. be able to.

[第3の実施の形態]
次に第3の実施の形態について説明する。図15は、第3の実施の形態で用いられる止水用水膨張材を示す斜視図である。図示のように、止水用水膨張材70はハット型の形状をしており、取付管の内周面を被覆する筒状部72と、筒状部72の一方の端部から外方に延出形成された鍔状部74とを有する。筒状部72大きさは第1の実施の形態で述べた接続部被覆体10の筒状部12の大きさと同じでよい。また、鍔状部74は円盤状であり、中央部が円形に切り欠かれた形状を有する。鍔状部74の内縁部から外縁部までの最短長さは、補修対象の管の大きさに応じて適宜選択すればよいが、少なくとも5cmあることが有利であり、好ましくは10〜30cmである。筒状部72と鍔状部74の厚さは、非圧縮状態(常態)で、例えば、3〜15mmである。止水用水膨張材70は第1の実施の形態の止水用水膨張剤40、44と同様の材質のものを用いることができる。
[Third Embodiment]
Next, a third embodiment will be described. FIG. 15 is a perspective view showing a water expansion material for water stop used in the third embodiment. As shown in the figure, the water expansion material 70 for water stop has a hat shape, and extends outward from one end of the cylindrical portion 72 and a cylindrical portion 72 that covers the inner peripheral surface of the mounting pipe. And a hook-like portion 74 formed in a protruding manner. The size of the cylindrical portion 72 may be the same as the size of the cylindrical portion 12 of the connection portion covering 10 described in the first embodiment. Moreover, the bowl-shaped part 74 is disk shape, and has the shape where the center part was notched circularly. The shortest length from the inner edge portion to the outer edge portion of the bowl-shaped portion 74 may be appropriately selected according to the size of the pipe to be repaired, but is advantageously at least 5 cm, preferably 10 to 30 cm. . The thickness of the cylindrical part 72 and the bowl-shaped part 74 is 3-15 mm in an uncompressed state (normal state), for example. The water expansion material 70 for water stop can use the material similar to the water expansion agents 40 and 44 for water stop of 1st Embodiment.

この止水用水膨張材70を用いて本発明の補修構造を得るには、図16に示すように、まず、止水用水膨張材70を本管102と取付管106との接続部に設置する。止水用水膨張材70を接続部に設置するには、止水用水膨張材70の外面に予め接着剤を塗布しておき、第2の実施の形態の図10で示した取付装置50で行えばよい。接続部に設置した状態では、止水用水膨張材70の筒状部72の外面が取付管106の本管102近傍内面を被覆しており、止水用水膨張材70の鍔状部74は本管102の取付管106近傍内面を被覆している。   In order to obtain the repair structure of the present invention by using this water-stopping water expansion material 70, first, the water-stopping water expansion material 70 is installed at the connection portion between the main pipe 102 and the attachment pipe 106, as shown in FIG. . In order to install the water expansion material 70 for water stop at the connection portion, an adhesive is applied in advance to the outer surface of the water expansion material 70 for water stop, and the attachment device 50 shown in FIG. 10 of the second embodiment is used. Just do it. In the state where it is installed in the connecting portion, the outer surface of the cylindrical portion 72 of the water expansion material for water stop 70 covers the inner surface in the vicinity of the main tube 102 of the attachment tube 106, and the flange portion 74 of the water expansion material for water stop 70 is the main surface. The inner surface of the tube 102 in the vicinity of the attachment tube 106 is covered.

止水用水膨張材70の設置作業が終了した後、本管用ライニング材及び取付管用により更生管を形成する。本実施の形態で用いる各ライニング材は外周面に止水用水膨張材が設けられていない従来から使用されているライニング材である。すなわち、図2及び図6で示したライニング材30、42の止水用水膨張材40、44が設けられていないものである。   After the installation work of the water expansion material 70 for water stop is completed, the rehabilitation pipe is formed by the main pipe lining material and the attachment pipe. Each lining material used in the present embodiment is a conventionally used lining material in which a water expansion material for water stop is not provided on the outer peripheral surface. That is, the water expansion materials 40 and 44 for water stop of the lining materials 30 and 42 shown in FIGS. 2 and 6 are not provided.

各ライニング材の設置方法は第1の実施の形態で説明した方法と同様でよい。図17は本管用更生管及び取付管用更生管を形成し、補修が完了した状態を示す断面図である。各ライニング材の密着作業時における押圧力で止水用水膨張材70は圧縮した状態で設けられている。圧縮状態での止水用水膨張材70の厚さは、例えば、1〜5mmである。   The method for installing each lining material may be the same as the method described in the first embodiment. FIG. 17 is a cross-sectional view showing a state where the main pipe rehabilitation pipe and the attachment pipe rehabilitation pipe are formed and repairs are completed. The water expansion material 70 for water stop is provided in a compressed state by a pressing force at the time of close contact work of each lining material. The thickness of the water expansion material 70 for water stop in the compressed state is, for example, 1 to 5 mm.

[第4の実施の形態]
次に、第4の実施の形態について説明する。図18は、第2の実施の形態の図9で示した接続部被覆体10に止水用水膨張材が設けられた止水用水膨張材付き接続部被覆体90を示す斜視図である。図示のように、接続部被覆体10の設置状態における内面の全面に止水用水膨張材46が設けられ、接続部被覆体10と止水用水膨張材46とが一体となっている。接続部被覆体10自体は非透水性を有していればよく、ゴムやフィルムが用いられる。
[Fourth Embodiment]
Next, a fourth embodiment will be described. FIG. 18 is a perspective view illustrating a connection portion covering body 90 with a water expansion material for water stop, in which a water expansion material for water stop is provided on the connection portion covering body 10 illustrated in FIG. 9 of the second embodiment. As shown in the figure, a water-stopping water expansion material 46 is provided on the entire inner surface of the connection portion covering body 10 in the installed state, and the connection portion covering body 10 and the waterstop water expansion member 46 are integrated. The connection part covering body 10 itself may be non-permeable, and rubber or film is used.

このような止水用水膨張材付き接続部被覆体90を用いて補修構造を得るには、まず、図19に示すように、止水用水膨張材付き接続部被覆体90を本管102と取付管106との接続部に設置する。止水用水膨張材付き接続部被覆体90の接続部被覆体10の外面には接着剤が予め塗布されており、筒状部12の外面は取付管106の内周面と接触し、鍔状部14の外面は本管102の内周面と接触して固定される。   In order to obtain a repair structure using such a water-swelling connecting member covering member 90 with water-stopping material, first, as shown in FIG. Installed at the connection with the tube 106. An adhesive is applied in advance to the outer surface of the connection portion covering body 10 of the connection portion covering body 90 with a water expansion material for still water, and the outer surface of the cylindrical portion 12 is in contact with the inner peripheral surface of the attachment tube 106 to form a bowl shape. The outer surface of the portion 14 is fixed in contact with the inner peripheral surface of the main pipe 102.

止水用水膨張材付き接続部被覆体90の設置作業が終了した後、第3の実施の形態と同様に、本管用更生管と取付管用更生管を形成する。図20は本管用更生管及び取付管用更生管を形成し、補修が完了した状態を示す断面図である。各ライニング材の密着作業時における押圧力で止水用水膨張材46は圧縮した状態で設けられている。   After the installation work of the connection cover 90 with the water expansion material for water stop is completed, the main pipe rehabilitation pipe and the attachment pipe rehabilitation pipe are formed as in the third embodiment. FIG. 20 is a cross-sectional view showing a state where the main pipe rehabilitation pipe and the attachment pipe rehabilitation pipe are formed and repair is completed. The water expansion material for water stop 46 is provided in a compressed state by a pressing force at the time of close contact work of each lining material.

本発明は上記各実施の形態の構成に限定されるものではなく、発明の要旨の範囲内で種々の変形が可能である。上述した実施の形態では管路として下水管路を一例として示したがこれに限られず、本管に接続する取付管の接続部を含む管路であれば本発明を適用することができる。   The present invention is not limited to the configuration of each of the above embodiments, and various modifications are possible within the scope of the gist of the invention. In the above-described embodiment, the sewage pipe is shown as an example of the pipe, but the present invention is not limited to this, and the present invention can be applied to any pipe that includes a connection portion of an attachment pipe connected to the main pipe.

10 接続部被覆体
12 筒状部
14 鍔状部
30 本管用ライニング材(本管用更生管)
32 基材層
34 内側保護フィルム
36 外側保護フィルム
40 止水用水膨張材
42 取付管用ライニング材(取付管用更生管)
44 止水用水膨張材
50 取付装置
52 プレート部
60 光照射装置
62 ランプ
70 止水用水膨張材
72 筒状部
74 鍔状部
90 止水用水膨張材付き接続部被覆体
100−1、100−2 マンホール
102 本管
104 桝
106 取付管
DESCRIPTION OF SYMBOLS 10 Connection part covering body 12 Cylindrical part 14 Gutter-like part 30 Main pipe lining material (main pipe rehabilitation pipe)
32 Base material layer 34 Inner protective film 36 Outer protective film 40 Water expansion material 42 for water stop 42 Lining material for attachment pipe (rehabilitation pipe for attachment pipe)
44 Water-stopping water expansion material 50 Mounting device 52 Plate portion 60 Light irradiation device 62 Lamp 70 Water-stopping water-expanding material 72 Cylindrical portion 74 Cage-like portion 90 Connection portion covering body 100-1 and 100-2 with water-stopping water-expanding material Manhole 102 Main pipe 104 桝 106 Mounting pipe

Claims (9)

本管と取付管との接続部において、前記本管の内側に設けられた本管用更生管と、前記取付管の内側に設けられた取付管用更生管と、を有する管路の補修構造において、
少なくとも前記接続部及びその近傍において、前記本管と前記本管用更生管との間、及び、前記取付管と前記取付管用更生管との間に、水膨張成分を含み且つ非膨張状態で空隙を有する止水用水膨張材が設けられたことを特徴とする補修構造。
In the connecting portion between the main pipe and the mounting pipe, in the repair structure of the pipe line having the main pipe rehabilitation pipe provided inside the main pipe and the mounting pipe rehabilitation pipe provided inside the mounting pipe,
At least in the connection portion and the vicinity thereof, a gap is formed between the main pipe and the main pipe rehabilitation pipe and between the attachment pipe and the attachment pipe rehabilitation pipe and includes a water expansion component and is in an unexpanded state. A repair structure comprising a water expansion material for water stop.
前記取付管の前記本管近傍内周面を被覆する筒状部と、該筒状部の一方の端部から外方に延出形成され且つ前記本管の前記取付管近傍内周面を被覆する鍔状部とを有する非透水性の接続部被覆体が、前記止水用水膨張材の外側に更に設けられたことを特徴とする請求項1に記載の補修構造。   A cylindrical portion that covers the inner peripheral surface of the mounting pipe in the vicinity of the main pipe, and extends outward from one end of the cylindrical section and covers the inner peripheral surface of the main pipe in the vicinity of the mounting pipe The repair structure according to claim 1, further comprising a water-impermeable connecting portion covering body having a flange-like portion that is provided on an outer side of the water expansion material for water stoppage. 前記止水用水膨張材は、前記水膨張成分として水膨張繊維又は水膨張粒子を含む繊維材であることを特徴とする請求項1又は2に記載の補修構造。   The repair structure according to claim 1, wherein the water expansion material for water stop is a fiber material including water expansion fibers or water expansion particles as the water expansion component. 前記止水用水膨張材が、圧縮状態で設けられていることを特徴とする請求項1〜3の何れか1項に記載の補修構造。   The repair structure according to any one of claims 1 to 3, wherein the water expansion material for water stop is provided in a compressed state. 前記接続部被覆体はゴム製であることを特徴とする請求項2〜4の何れか1項に記載の補修構造。   The repair structure according to any one of claims 2 to 4, wherein the connecting portion covering body is made of rubber. 請求項1に記載の補修構造を形成するための補修方法であって、
水膨張成分を含み且つ非膨張状態で空隙を有する止水用止水用水膨張材が外周面に設けられた本管用ライニング材を前記本管内に導入し、硬化させて本管用更生管を形成する本管用更生管形成工程と、
水膨張成分を含み且つ非膨張状態で空隙を有する止水用水膨張材が外周面に設けられた取付管用ライニング材を前記取付管内に導入し、硬化させて取付管用更生管を形成する取付管用更生管形成工程と、
を含むことを特徴とする補修方法。
A repair method for forming the repair structure according to claim 1,
A main lining material provided with a water expansion material for water stop including a water expansion component and having a void in a non-expanded state on the outer peripheral surface is introduced into the main pipe and cured to form a main pipe rehabilitation pipe. Rehabilitation pipe forming process for main pipe,
Rehabilitation for mounting pipe which introduces into the mounting pipe a lining material for water stop which includes a water expansion component and has a water expansion material for non-expanded water and provided with a gap in the outer peripheral surface, and cures it to form a rehabilitation pipe for the mounting pipe. Tube forming process;
A repair method characterized by comprising.
請求項2に記載の補修構造を形成するための補修方法であって、
前記本管用更生管形成工程及び前記取付管用更生管形成工程の前に、
前記取付管の前記本管近傍内面を被覆する筒状部と、該筒状部の一方の端部から外方に延出形成され且つ前記本管の前記取付管近傍内面を被覆する鍔状部と、を有する非透水性の接続部被覆体を前記接続部に設置する接続部被覆体設置工程を更に含むことを特徴とする補修方法。
A repair method for forming the repair structure according to claim 2,
Before the main pipe rehabilitation pipe forming step and the attachment pipe rehabilitation pipe forming step,
A cylindrical portion that covers the inner surface of the mounting pipe in the vicinity of the main pipe, and a hook-shaped section that extends outward from one end of the cylindrical section and covers the inner surface of the main pipe in the vicinity of the mounting pipe And a connection part covering body installation step of installing a water-impermeable connecting part covering body on the connection part.
請求項1に記載の補修構造を形成するための補修方法であって、
前記取付管の前記本管近傍内面を被覆する筒状部と、該筒状部の一方の端部から外側に延出形成され且つ前記本管の前記取付管近傍内面を被覆する鍔状部とを有し、水膨張成分を含み且つ非膨張状態で空隙を有する止水用水膨張材を前記接続部に設置する設置工程と、
本管用ライニング材を前記本管内に導入し、硬化させて本管用更生管を形成する本管用更生管形成工程と、
取付管用ライニング材を前記取付管内に導入し、硬化させて取付管用更生管を形成する取付管用更生管形成工程と、
を含むことを特徴とする補修方法。
A repair method for forming the repair structure according to claim 1,
A cylindrical portion that covers the inner surface of the mounting pipe in the vicinity of the main pipe; and a hook-shaped portion that extends outward from one end of the cylindrical section and covers the inner surface of the main pipe in the vicinity of the mounting pipe; An installation step of installing a water expansion material for still water containing a water expansion component and having a void in a non-expanded state at the connection portion;
Main pipe lining material is introduced into the main pipe and cured to form a main pipe rehabilitation pipe forming step;
A lining material for a mounting pipe is introduced into the mounting pipe and cured to form a rehabilitation pipe for a mounting pipe that is cured to form a retreading pipe for a mounting pipe;
A repair method characterized by comprising.
請求項2に記載の補修構造を形成するための補修方法であって、
前記接続部被覆体の内面に、水膨張成分を含み且つ非膨張状態で空隙を有する止水用水膨張材が設けられた止水用水膨張材付き接続部被覆体を前記接続部に設置する設置工程と、
本管用ライニング材を前記本管内に導入し、硬化させて本管用更生管を形成する本管用更生管形成工程と、
取付管用ライニング材を前記取付管内に導入し、硬化させて取付管用更生管を形成する取付管用更生管形成工程と、
を含む補修方法。
A repair method for forming the repair structure according to claim 2,
An installation step of installing, on the connection portion, a connection portion covering body with a water expansion material for water stop, in which an inner surface of the connection portion covering body includes a water expansion component containing a water expansion component and having a void in a non-expanded state. When,
Main pipe lining material is introduced into the main pipe and cured to form a main pipe rehabilitation pipe forming step;
A lining material for a mounting pipe is introduced into the mounting pipe and cured to form a rehabilitation pipe for a mounting pipe that is cured to form a retreading pipe for a mounting pipe;
Repair method including.
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JP2021025566A (en) * 2019-08-02 2021-02-22 Jfeスチール株式会社 Leak point repair jig and repair method for fluid piping or liquid storage tank
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JP2017193130A (en) * 2016-04-21 2017-10-26 株式會社北海特車サービス Lining device and lining method of existing duct line
JP2021025566A (en) * 2019-08-02 2021-02-22 Jfeスチール株式会社 Leak point repair jig and repair method for fluid piping or liquid storage tank
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CN113404973A (en) * 2021-07-28 2021-09-17 上海誉帆环境科技股份有限公司 Multi-turn inverted siphon trenchless repairing device and repairing method

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